it/ITES sezenvironmentclearance.nic.in/writereaddata/EIA/... · village- ghamroj, sohna road, gurgaon, haryana . BEING DEVELOPED BY: m/S Dr. fresh health care pvt. LTD. Village- Ghamroj,

Application for extension of

Environmental Clearance

Of

“it/ITES sez”

at

village- ghamroj, sohna road, gurgaon,

haryana

BEING DEVELOPED BY:

m/S Dr. fresh health care pvt. LTD.

Village- Ghamroj, Tehsil- Sohna,

Gurgaon Sohna Road, Gurgaon, Haryana- 122102

PREPARED BY:

Environmental Consultant

M/s PERFACT ENVIRO SOLUTIONS PVT. LTD.

(NABET Registered wide list of accredited consultants

organizations/ Rev 30/ 7TH

MAY, 2015 at S.No-116)

NN Mall, Sector-3, Rohini, New-Delhi-85

Phone: 011-47528467; 011-47021086

Fax: - 011-475284

“ IT/ITES SEZ” at Sohna Road, Gurgaon Haryana

M/s Dr. Fresh Health Care Pvt. Ltd.

Prepared by:-M/s PerfactEnviro Solutions Pvt. Ltd. 2

TABLE OF CONTENTS

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

CONCEPTUAL PLAN .............................................................................................. 42

INTRODUCTION........................................................................................................................... 43

ACTIVITIES/ AMENITIES ................................................................................................................ 43

SITE LOCATION ........................................................................................................................... 43

TYPE OF PROJECT ........................................................................................................................ 43

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

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

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

RAIN WATER COLLECTION DETAILS ................................................................................................. 45

POWER REQUIREMENT& BACK-UP ................................................................................................. 45

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

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

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

ENVIRONMENT REPORT ....................................................................................... 46

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

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

INTRODUCTION OF THE BACKGROUND INFORMATION......................................................... 50

3.2.1 Brief Description of the Nature of the Project: .................................................................. 50

PROJECT DESCRIPTION ........................................................................................................... 50

3.3.1 Land Use and Ownership of the site land .......................................................................... 50

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

RESOURCES ............................................................................................................................... 54

3.4.1 Water Resource Management ........................................................................................... 54

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

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

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

3.5.2 Social Infrastructure available ........................................................................................... 57

PROPOSED INFRASTRUCTURE ................................................................................................ 57

3.6.1 Types of Buildings & Activities Proposed ........................................................................... 57

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

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

3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION ...................................................... 60

ANTICIPITATED IMPACT & MITIGATION MEASURES .............................................................. 70

3.8.1 DURING CONSTRUCTION PHASE ........................................................................................ 70

3.8.2 DURING OPERATION PHASE .............................................................................................. 71

ENVIRONMENT MONITORING PLAN ...................................................................................... 72

CONSTRUCTION STATUS ...................................................................................... 74

SITE PHOTOGRAPHS ............................................................................................. 75

TOPOGRAPHICAL MAP ......................................................................................... 77

LAYOUT PLAN....................................................................................................... 78




ZONING PLAN....................................................................................................... 79

COPY OF EARLIER EC ............................................................................................ 80

CERTIFIED COPY OF MOEF&CC REGIONAL OFFICE (COMPLIANCE LETTER) ........ 81




FORM 1 & 1A




FORM 1

I. Basic Information

S.No. Item Details

1. Name of the project/s IT/ITES SEZ

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

3.

Proposed capacity/

area/length/ tonnage

to be handled/

command area/ lease

area/ number of wells

to be drilled

Plot Area- 2,34,270 sq m

Net plot area- 2,20,393.6 sq m

Built-up area- 6,33,763.5005 sq m

4. New/ Expansion/

Modernization

Extension in environmental clearance.

5. Existing Capacity/

Area etc.

Constructed Build up : 68,527.943 sq m

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 Sohna Road

Village Ghamroj

Tehsil Sohna

District Gurgoan

State Haryana

10.

Nearest railway

station/ airport along

with distance in kms.

Nearest railway station : Basai Dhankot Railway Station -

17.38 Km NW

Nearest Airport : Indira Gandhi International Airport, - 25.84

Km NE

11.

Nearest Town, city,

District Headquarters

along with distance in

kms.

District head quarters Gurgaon : 17 km towards south

12.

Village Panchayats,

Zilla Parishad,

Municipal

Corporation, Local

body (complete postal

addresses with

IT/ITES SEZ




telephone nos. to be

given)

13. Name of the applicant

M/s Dr. Fresh Health Care Pvt. Ltd

14. Registered Address


Gurgaon Sohna road, Gurgaon, Haryana- 122102.

15. Address for

correspondence:

Dr. Fresh Health Care Pvt. Ltd.


Gurgaon Sohna road, Gurgaon, Haryana- 122102

Name Pradeep Dwivedi and Dinesh Sikka

Designation

(Owner/Partner/CEO) Vice President/Senior Manager

Address

Dr. Fresh Health Care Pvt. Ltd.


Gurgaon Sohna road, Gurgaon, Haryana- 122102

Pin Code 122102

E-mail [email protected]/[email protected]

Telephone No. 9910204969/9811939865

Fax no. 91-124-2872600

16.

Details of Alternative

Sites examined, if any.

Location of these sites

should be shown on a

toposheet.

Environmental clearance for the project has already been

granted only extension is required hence no alternative site

examined.

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?

Applicable. Approval under this shall be submitted.

Not applicable

Not applicable

22.

Whether there is any

Government Order/

Policy relevant/

relating to the site?

No mater plan is applicable.

23. Forest land involved

(hectares) No forest land is involved

24.

Whether there is any

litigation pending

against the project

and/ or land in which

the project is propose

to be set up?

(a) Name of the

Court

(b) Case No.

(c) Orders/

directions of

the Court, if

any and its

relevance with

the proposed

project.

Not applicable

Not applicable

Not applicable

II. Activity

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 IT/ITES SEZ NOTIFIED BY Govt of

India.

1.2 Clearance of existing land,

vegetation and buildings?

No No clearance of building is envisaged.

The construction is under process. It

has got some sparse vegetation which

has been cleaned off before the

construction.

1.3

Creation of new land uses?

No The plot of project site is already

earmarked under IT/ITES SEZ

category.

1.4 Construction works?

Yes

The construction is under process as

per the approved plans. Under

processing area built up of

68,527.943 sqm has been

constructed. The construction work

for rest of the processing area & non

processing also should be done.

1.5 Demolition works? No Not Applicable

1.6 Temporary sites used for

construction works or

housing of construction

workers?

No Construction workers is being hired

from local areas. No labour camps is

being provided at project site.

1.8 Above ground buildings,

structures or earthworks

including linear structures,

cut and fill or excavations

Yes Quantities of earthwork involved in

the construction is also under process.

3 basements has already been

constructed. 94,748 cu m of soil

already been excavated.




1.9 Underground works

including mining or

tunnelling?

No Not applicable

1.10 Reclamation works? No Not applicable

1.11 Dredging? No Not applicable

1.12 Offshore structures? No Not applicable

1.13 Production and

manufacturing processes?

No No production or manufacturing are

involved as this is an IT/ITES SEZ

project.

1.14 Facilities for storage of goods

or materials?

Yes None

1.15 Facilities for treatment or

disposal of solid waste or

liquid effluents?

Yes During construction phase :

App. 200-250 no of local labours had

been employed. In future same shall

be followed. The solid waste

generated during construction phase

will be 37.5 kg/day which is being

disposed off at municipal solid waste

site.

The sewage solid waste is being

discharged to septic tank via soak pit

same shall be followed in future

construction

During operation phase:

Total wastewater generation from the

proposed project will be approx.

2410 KLD. The wastewater generated

will be treated in 3 MLD capacity STP

located within the premises.




● Treated effluent will be reused for

flushing, cooling and horticultural

purposes.

□ Solid waste

Approx. 9645 kg/day of solid waste

shall be generated from the complex

during operation phase., the details of

which along with its management is

as follow:

During construction phase:

Separate raw material yard has been

made located within the project site.

During Operation Area:

As there will be development of

IT/ITES SEZ. So the goods will be

stored in respective residential,

commercial units or it offices.

□ Waste Management

6,752 kg/day of organic waste shall

be disposed off at MSW site. & 289

kg/day of recyclable waste shall be

given to approved recycler. Details is

given in EMP reports.

1.16 Facilities for long term

housing of operational

workers?

No No long term housing of operational

workers are envisaged. Only

temporary shelters have been

provided during construction phase.

1.17

New road, rail or sea traffic

during construction or

operation?

No No new road , rail etc. will be

proposed




1.18

New road, rail, air,

waterborne or other

transport infrastructure

including new or altered

routes and stations, ports,

airports etc.?

No Not applicable. Transportation

measures existing near site area.

Railway station:

Basai Dhankot Railway Station :

17.38 Km NW

Airport :

IGIT : 25.84 km NE

Highway :

State Highway 13 : 0.20 KmE

1.19 Closure or diversion of

existing transport routes or

infrastructure leading to

changes in traffic

movements?

No Not applicable

1.20 New or diverted

transmission lines or

pipelines?

No Not applicable

1.21 Impoundment, damming,

culverting, realignment or

other changes to the

hydrology of watercourses

or aquifers?

No

Not applicable

1.22 Stream crossings? No Not applicable

1.23 Abstraction or transfers of

water from ground or

surface waters?

Yes

Public supply water from HUDA shall

be used. However in case of

emergencies ground water will be

extracted with prior permission from

central ground water authority.

During construction phase water is

being taken from tanker supplies

which is supplied by treated water

from nearby STP.

1.24 Changes in water bodies or

the land surface affecting

drainage or run-off?

No There will be no change in water

bodies.

1.25 Transport of personnel or

materials for construction,

operation or

decommissioning?

Yes During Construction phase: Materials

during construction phase are being

transported by truck, trolley etc.

During Operation Phase: Car, two-

wheeler, trucks 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 Approx. 200-250 of local labours

have been employed during

construction phase. In the proposed

project there is influx of 38,000

peoples as staff, 7,500 peoples as

residents & 3,800 as visitors.

1.29 Introduction of alien

species?

No Not applicable

1.30 Loss of native species or

genetic diversity?

No Not applicable

1.31 Any other actions? 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/checkli

st confirmation

Yes/

No


quantities /rates, wherever possible)


2.1 Land especially

undeveloped or

agricultural land (ha)

No Total plot area of 2,34,270 sqm and net

plot area of 2,20,393.6 sqm is vacant

piece of land has been earmarked for

mixed land use by the development

authority. The construction is under

process. 2.2 Water (expected source

& competing users) unit:

KLD

Yes Pr. Source: Municipal water supply

Total Water Required- 3529 KLD

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 are steel,

tiles, glass, cement, agate, bricks,

flooring tiles / stones, sanitary and

hardware items, electrical fittings, etc.




2.5 Forests and timber

(source – MT) No

Plywood for doors & windows shall be

used & shall be purchased from local

market.

2.6 Energy including

electricity and fuels

(source, competing

users) Unit: fuel (MT),

energy (MW)

Yes Power requirement: 47 MVA

Power supply : DHBVN

Fuel: HSD (Low sulphur Diesel)

D.G set capacity : 36 × 1.5 MVA

2.7 Any other natural

resources (use

appropriate standard

units)

No Not Applicable

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

could be harmful to human health or the environment or raise concerns about actual

or perceived risks to human health.

S. No. Information/Checklist

confirmation

Yes/No Details thereof (with approximate

quantities/rates, wherever possible)


3.1 Use of substances or

materials, which are

hazardous (as per MSIHC

rules) to human health or

the environment (flora,

fauna, and water

supplies)

Yes The project is an IT SEZ building

and hence no storage of hazardous

chemicals is being done, except

HSD required to run standby DG

sets. Proposed management of used

oil & e-waste shall be done.

3.2 Changes in occurrence of

disease or affect disease

vectors (e.g. insect or

water borne diseases)

No Proper drainage system is being

planned so as to minimize

possibility of water stagnation. This

will effectively reduce the

reproduction & growth of disease

vectors.

3.3 Affect the welfare of

people e.g. by changing

living conditions?

Yes No adverse impact on human

health and their living conditions

due to proposed project are

envisaged. However this project

provides employment to approx.

200-250 local labours in

construction phase and 38,000

persons in operation phase. Due to

commercial and infrastructure

development in and around project

area there is a chance of




development of small businesses,

which is lead to improved living

conditions.

3.4 Vulnerable groups of

people who could be

affected by the project

e.g. hospital patients,

children, the elderly etc.

No Not applicable

3.5 Any other causes No Not applicable

4. Production of solid wastes during construction or operation or

S.No.

Information/Checklist

confirmation

Yes/N

o




4.1 Spoil, overburden or

mine wastes. No Not applicable

4.2 Municipal waste

(domestic and or

commercial wastes)

Yes

□ Solid waste

Approx. 9645 kg/day of solid waste

shall be generated from the complex

during operation phase., the details of

which along with its management is

as follow:

During construction phase:

Separate raw material yard has been

made located within the project site.

During Operation Area:

As there will be development of

IT/ITES SEZ. So the goods will be

stored in respective residential,

commercial units or it offices.

4.3 Hazardous wastes (as per

Hazardous Waste

Management Rules)

Yes During Construction phase: Used oil

whenever generated from the DG sets

is being kept in an isolated area and in

leak proof container and is being sent

to approved recycler.




During Operation Phase: Used oil

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.

E-waste shall be collected and given to

approved recycler of SPCB.

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 Approx. 60 kg/day of municipal

grade sludge shall be generated

during operational phase which shall

be used for horticultural purpose. The

unused sludge shall be given to

farmers or nursery.

4.7 Construction or

demolition wastes

Yes Construction waste is being used for

flooring & Back filling in roads etc.

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 None

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

Yes During Construction phase:

DG sets of capacity 125/62.5 KVA

is being installed acoustically

enclosed with adequate stack

height.

During Operation Phase:

The only source of emission from

combustion of fuel shall be DG sets

of 36×1.5MVA. Hence, to avoid the

emissions, stack height of 6 m above

roof level for the D.G. Set shall be

provided. The DG sets shall meet all

the norms prescribed by CPCB.

5.2 Emissions from production

processes

No Not applicable

5.3 Emissions from materials

handling including

storage or transport Yes

Construction material stored yards

is being kept always covered to

reduce emission. Water sprinkling

is being done for dust suppression.

5.4 Emissions from

construction activities

including plant and

equipment

Yes

Some emission are envisaged from

plant, machinery and equipment

engaged during construction phase.

Water sprinkling is being done for

dust suppression.

5.5 Dust or odours from

handling of materials

including construction

materials, sewage and

waste

Yes

During loading & unloading of

construction material, dust is

generated. Water is being sprinkled

and tarpaulin cover is being

provided over stored raw material to

reduce dust emission. Odours can be

generated from STP. However the

STP working shall be on aerobic

technology, so as to minimize odour

problems. Mobile toilets during

construction phase have been

provided & waste water is being

disposed off in septic tank followed

by soak pit.

5.6 Emissions from

incineration of waste. No

Incineration of waste is not being

carried out.

5.7 Emissions from burning of

waste in open air (e.g. slash No

Open burning of waste is not being

permitted within site.




materials, construction

debris).

5.8 Emissions from any other

sources. No Not applicable

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

Yes Noise generation from DG sets. The

DG sets shall be located

strategically and housed in

acoustic enclosure so as to achieve

a 75 dB(A) maximum noise. Apart

from this construction activities

will be limited in day time only.

The equipment such as mixers

machines, cranes. Bulldozers,

excavators is being used which is

of highest quality and maintenance

of machinery is ensured.

6.2 From industrial or similar

processes No Not applicable

6.3 From construction or

demolition

Yes

Due to various activities there are

short term noise impacts in the

immediate vicinity of the project.

These are restricted to day time

only. However employment has

been done.

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 construction

phase and will be generated during

operational phase also. Plantation

around the boundary wall shall be

done to reduce noise impact.

6.6 From lighting or cooling

systems No Not applicable

6.7 From any other sources No Not applicable




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

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


confirmation

Yes/

No




7.1 From handling, storage,

use or spillage of

hazardous materials Yes

Used oil is the hazardous material

proposed to be generated in the

complex. It shall be stored in HDPE

drums and shall be sold to authorize

recycler. E waste generated shall be

given to approved recycler.

7.2 From discharge of sewage

or other effluents to water

or the land (expected mode

and place of discharge)

Yes The wastewater generated shall be

treated in onsite sewage treatment

plant. The effluent from this plant

shall be used for flushing, landscaping

& cooling purposes. The excess treated

water shall be given to tanker water

supply for construction purposes.

7.3 By deposition of pollutants

emitted to air into the land

or into water Yes

The DG sets is shall be provided with

adequate stack height as per the CPCB

norms to disperse pollutants

effectively.

7.4 From any other sources No Not applicable

7.5 Is there a risk of long term

build-up of pollutants in

the environment from

these sources?

No Not applicable

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

All appropriate measures are being

taken during construction phase.

Proper fire fighting system will be

adopted during operation phase.




The waste oil is being stored in

sealed containers and sold to

authorized recyclers.

8.2 From any other causes No Not applicable

8.3 Could the project be

affected by natural

disasters causing

environmental damage

(e.g. floods, earthquakes,

landslides, cloudburst

etc.)? Yes

The area under study falls in Zone-

IV, according to the Indian

Standard Seismic Zoning Map.

Suitable seismic coefficients in

horizontal and vertical directions

respectively, is being adopted while

designing the structure.

To avert any danger due to floods

plinth level is being kept much

above the highest flood level.

Standby pumps is being in place to

pump out the excess rain water.

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

Yes/

No


quantities/rates, wherever

possible) with source of

information data

9.1 Lead to development of

supporting facilities, ancillary

development or development

stimulated by the project which

could have impact on the

environment e.g.:

Supporting

infrastructure (roads,

power supply, waste or

waste water treatment,

etc.)

Housing development

Extractive industries

Supply industries

Other

No

No

No

No

Yes

The proposed project is being

positive impact on the ancillary

infrastructure like road, market,

public health amenities, and

conveyance facilities in the area.

Infrastructure like roads, power

network exist in the area. STP will

be installed for the treatment of

waste water.

Shop, taxi services etc. may come

in the vicinity.




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 It will attract peoples to develop

organize IT/ITES SEZ.

9.4 Have cumulative effects due to

proximity to other existing or

planned projects with similar

effects

No Not applicable

III. Environmental Sensitivity

S.

No.

Areas Name/

Identity

Aerial distance

(within 15 km.)

from Proposed

project location

boundary

1 Areas protected under

international conventions,

national or local legislation for

their ecological, landscape,

cultural or other related value

None None

2 Areas which are important or

sensitive for ecological reasons -

Wetlands, watercourses or

other water bodies, coastal

zone, biospheres, mountains,

forests

Water Bodies

Mehandwari Nadi

Damdama Lake

Gurgaon Canal

4.82 Km SE

6.55 Km EES

12.31 Km SE

3 Areas used by protected,

important or sensitive species

of flora or fauna for breeding,

nesting, foraging, resting, over

wintering, migration

None none

4 Inland, coastal, marine or

underground waters.

None None

5 State, National boundaries Delhi 13.60 Km NE




6 Routes or facilities used by the

public for access to recreation

or other tourist, pilgrim areas

NH-8

NH-71B

State Highway 13

Basai Dhankot

Railway Station

Gurgaon Railway

Station

Garhi Harsaru

Junction Rly Station

Airport

Indira Gandhi

International Airport

11.27 Km NW

8.93 Km S

0.20 Km E

17.38Km NW

18.92 Km NW

18.10 Km NW

25.84 Km NE

7 Defense installations None None

8 Densely populated or built-up

area

Ghamroj

0.77 Km SW




9 Areas occupied by sensitive

man-made land uses

(hospitals, schools, places of

worship, community facilities)

Hospital

EktaHospital

Upkar Hospital near

Police Station,

Badshahpur

Masonic Polyclinic

Dharam Hospital

Post Office

Post Office Sohna-

Gurgaon

Rd .Badshahpur

Post office Maharaja

Aggarsain Rd.

BaludaSohna

Post Office Sector-56

Places of worship

DadiSattiTemple

Hanuman Mandir

Garhi Bazidpur

6.77 Km N

7.37 Km N

8.04 Km NE

7.36 Km NW

8.71 Km S

11.45 Km NE

3.25 Km NW

4.05 Km SE




Baba Baladas Temple

School

Govt. Senior

Secondary School

JK Padampat

Singhania Institute

of Management

&Technology

JK Education

Foundation

Bank

State Bank of India,

Sector-66

Gurgaon Gramin

Bank

ICICI Bank Branch &

ATM

5.52 Km E

2.68 Km N

2.93 KM NE

2.31 Km NE

7.87 Km N

3.02 Km N

7.80 KM N

10 Areas containing important,

high quality or scarce resources

(Ground water resources,

surface resources, forestry,

agriculture, fisheries, tourism,

minerals)

None None

11 Areas already subjected to

pollution or environmental

damage. (Those where existing

legal environmental standards

are exceeded)

None None



Prepared by:-M/s PerfactEnviro Solutions Pvt. Ltd.

24

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)

Nil The project area

falls in seismic

zone –IV




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

enclosures are true to the best of my knowledge and belief and I am aware that if any

part of the data and information submitted is found to be false or misleading at any

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

revoked at our risk and cost”.

Date: Place:

(Authorized Signatory)




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.

The project is construction of “IT/ITES SEZ

“Development is being done as per development

plan of area.

The construction is under process. The EC has

been granted on 6-01-2010.thus Appling for

extension of EC.

The site location is enclosed in Environment

report

Location Map enclosed in in Environment

report

Layout plan is enclosed as Environment report.

Conceptual plan is enclosed in as enclosure 2.

1.2 List out all the major project

requirements in terms of the

Total plot area

Net plot area

Built up area

Water consumption

2,34,270 sq m

2,20,393.6 sq m

633763.468 sqm

3529 KLD




Connectivity

Power requirement

Parking needs etc.

Nearest Highway: State highway 13 : 0.20 Km E

Nearest Airport : Indira Gandhi International

Airport, - 25.84 Km NE

47MVA

Parking Required : 7752

Parking Provided : 7800 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 land use, and

disturbance to the local

ecology).

The entire project influenced area is being

developed as per the provision of Gurgaon

Master Plan, thus no induced development is

foreseen due to the proposed project. Also the

proposed development is being carried out as

per the defined building by-laws; hence no

impact is envisaged due to proposed

development.

Further construction phase as well as operation

stage of the project, will generate direct and

indirect employment opportunities for a large

section of society. The employment will have

positive impact thereby increasing the quality of

life.

1.4 Will there be any significant

land disturbance resulting in

erosion, subsidence &

instability?

(Details of soil type, slope

analysis, vulnerability to

subsidence, seismicity etc. may

be given).

Soil Type:

Slit loam

Slope Analysis: The project area possesses

slightly undulating terrain.

Erosion / Subsidence:

Proper greening & paving of area is 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)

The proposed project activities will not cause

any alteration of natural drainage system.

Project site is plain.

1.6 What are the quantities of

earthwork involved in the

construction activity cutting,

filling, reclamation etc.

(Give details of the quantities of

earthwork involved, transport of

fill materials from outside the

site etc.)

The excavation of upto 3 basement level in order

to provide foundation and basement. This

excavated soil/ rock is being properly stacked

within the site under tarpaulin cover and reused

for backfilling purpose, roads construction etc.

as far as possible. The top soil is being preserved

separately and used for horticultural purpose

only.

1.7 Give details regarding water

supply, waste handling etc.

during the construction period.

Water Supply:

During construction stage, the water is being

taken from tanker water supplies.

Waste Generation / Handling:

Soil excavated is being reused for backfilling and

the fertile top soil reused for horticultural

purpose.

Spillage of oil from the machinery or cement

residual from concrete mixer is being properly

collected and disposed off.

For construction labour’s , proper sanitary

facilities like mobile toilet is being provided for

treating the sewage waste & wash areas is being

constructed and good hygienic conditions is

being 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 is 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

The construction waste generated from the

project is being common in nature and is not

cause any health hazard to associate and nearby

population. The construction debris is being

used for land levelling /back filling. Waste

concrete is being reused as aggregate in

construction process.




labour and the means of

disposal)

Mobile toilets & drinking water for construction

labour is being provided. The sewage and waste

water generated is being disposed off to septic

tank via soak pit.

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 is

municipal supply of HUDA 3529 KLD &

met Primarily by public water supply and

secondary by Bore well Supply.

Domestic : 1899 KLD

Flushing : 881 KLD

Gardening : 442 KLD

Misc. : 5 KLD

Total Water Requirement : 3529 KLD

Fresh water : 1899 KLD

Treated Water Reuse : 1630 KLD

Total Waste Water Discharge : 2410 KLD

2.2 What is the capacity

(dependable flow or yield)

of the proposed source of

water?

Municipal water supply of HUDA is the

majn source of the 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 Public water supply is not adequate

water demand shall met by bore well after

taking prior 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)

Total treated water of 2169 KLD is being

generated from the S.T.P out of which 1630

KLD shall be reused in flushing, gardening,

cooling & misc. purposes 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 shall not be any diversion of water

from the other users as it will be planned as

per master plan of 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 shall be2410 KLD which is being

treated in S.T.P of capacity 3000 KLD. 1630

KLD of the treated water shall be reused for

flushing, gardening & misc. purposes.

Excess treated water of 539 KLD is being

given to tanker water supplier.

2.7 Give details of the water

requirements met from

water harvesting? Furnish

details of the facilities

created.

57 number of rain water harvesting pits

shall be provided at site.

(Details of Rain Water harvesting pit is

given in Environment 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?

No adverse impacts are envisaged due to

proposed projects on the runoff

characteristics of the area as adequate

arrangement shall be made to trap the

rainwater and suitable storm water

drainage system shall be provided.

During the post-construction phase, run-

off from the project shall not be allowed to

stand or enter into roadside and nearby

drain. 57 no of rain water harvesting pits

shall be provided to recharge the ground

water.

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 shall 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 is not allowed into the

roadside and nearby drain. Adequate

measures is being taken to collect such

runoff and either is being reused or treated

as per the norms. The runoff is not being

allowed to come in contact with the effluent

generated from construction camps. The

runoff during the rainy season is being

allowed to flow into natural drainage

without being mixed with waste water

generated from construction camp.

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)

Storm water drainage network shall be

incorporated in the project planning. The

storm water shall be channelized to 57 no

of RWH pits to recharge the ground water.

Thus flooding on the proposed site is not

envisaged

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 common bath

place, mobile toilets etc. has been provided

to labours.

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

from labours is being discharged into septic

tanks followed by soak pit.

During operation phase2410 KLD of waste

water will be treated in the proposed S.T.P.

of 3000 KLD capacity based on FAB

technology. 1630 KLD of the treated water

shall be reused for flushing, gardening &

misc. purposes. Excess treated water of 539

KLD shall be given to tanker water supplier.

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 shall 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)

Some shrubs are located in the project site.

The same has been cleared before the

starting of the construction. Hence no

threat to bio-diversity is envisaged.

3.2 Will the construction

involve extensive clearing

or modification of

vegetation?

(Provide a detailed

account of the trees &

vegetation affected by the

project)

No vegetation exists at site except few

bushes and grasses which has been cleared

before the starting 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)

The green belt for the proposed project is

planned to provide a clean, healthy and

beautiful green environment.

4. FAUNA

4.1 Is there likely to be any

displacement of fauna-

both terrestrial and

aquatic or creation of

barriers for their

movement? Provide the

details.

No faunal species exists at site

4.2 Any direct or indirect

impacts on the avifauna of

the area? Provide details.

Within the proposed project site, proper

landscaping shall be done planned. It can have

direct positive impact on the local avifauna as

this is being 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 traffic shall be increase during

operational phase. Increased traffic

generation of vehicles due to project not

cause increase in atmospheric concentration

of gases and do not result in heat island

formation.

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.

Dust is being generated at site during

construction and operational phase. Smoke

is being generated from operation of DG

sets. Proper emission standards being

maintained as per CPCB guidelines.

5.3 Will the proposal create

shortage of parking space for

vehicles? Furnish details of

the present level of transport

infrastructure and measures

proposed for improvement

including the traffic

management at the entry &

exit to the project site.

The optimum parking provision is being

proposed. Hence there being no shortage of

parking space for vehicles. Total parking

provision is 7800 ECS.

5.4 Provide details of the

movement patterns with

internal roads, bicycle tracks,

pedestrian pathways,

footpaths etc., with areas

under each category.

Within the project site carriageway of 12m

width shall be provided.

Adequate capacity of parking shall be

provided.

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.

During construction, noise barriers have

been installed to reduce traffic noise &

vibrations and during operation green belt

developed within the residential colony will

mitigate the traffic noise. Proper care has

been taken during design that there will not

be any increase in traffic noise by providing

two-way traffic movement, hence no

conjunction will cause, and hence, no

honking within the colony will be

maintained.




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

does not result in the obstruction of view,

scenic amenity.

Yes all considerations has been taken.

6.2 Will there be any adverse

impacts from new

constructions on the existing

structures? What are the

considerations taken into

account?

The construction of this project is being as

per approved building plan and master plan

of Gurgaon. Hence no adverse impact is

anticipated.

The foundation is being made very hard and

paved with rubber flooring to minimize the

vibration, also all other measures have been

adopted during designing that there will not

be any causes of vibrations during the traffic

density. No honking within the colony will

be maintained.

5.6 What will be the impact of DG

sets & other equipment on

noise levels & vibration in &

ambient air quality around

the project site? Provide

details.

There would be slight impact of D.G. Sets on

noise levels, vibration and in ambient air

quality around the project site.

1. All the D.G. Sets of the proposed project

would be bought acoustically enclosed in a

room on surface.

2. Stack height as per C.P.C.B. norms to

reduce the impacts on air quality around the

project site will be provided

3. The noise from D.G. Sets will meet the

desired standard as per C.PC.B guidelines.

Low Sulphur fuel will be used to run these

D.G. Sets.

4. Vibration pads will be used in DG sets to

minimize the vibration effect.




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 artefacts in the site

and in the close/ nearby proximity of the

site.

All significant features has 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.

There will be influx of peoples in the form

of residents. Staff & staff in the proposed

IT/ITES SEZ. Thus there will be change the

demographic structure of of the area.

7.2 Give details of the existing

social infrastructure around

the proposed project.

Hospital

EktaHospital

Upkar Hospital near

Police Station,

Badshahpur

Masonic Polyclinic

Dharam Hospital

Post Office

Post Office Sohna-

Gurgaon

Rd .Badshahpur

Post office Maharaja

Aggarsain Rd.

BaludaSohna

Post Office Sector-56

6.77 Km N

7.37 Km N

8.04 Km NE

7.36 Km NW

8.71 Km S

11.45 Km NE




Places of worship

Dadi satti temple

Hanuman Mandi

rGarhi Bazidpur

Baba Baladas Temple

School

Govt. Senior

Secondary School

JK Padampat

Singhania Institute of

Management

&TecHnology

JK Education

Foundation

Bank

State Bank of India,

Sector-66

Gurgaon Gramin

Bank

ICICI Bank Branch &

ATM

1.25 Km NW

4.05 Km SE

5.52 Km E

2.68 Km N

2.93 KM NE

2.31 Km NE

7.87Km N

3.02Km N

7.80 KM N

7.3 Will the project cause adverse

effects on local communities,

disturbance to sacred sites or

other cultural values? What

are the safeguards proposed?

No sacred site or other cultural value site

exists in the site. Hence no adverse impact is

being envisaged. The construction is being

done as per the building by laws of govt.

authority.

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 is being

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 being minimized by covering material

by the tarpaulin and water sprinkling shall

be done at the location where dust

generation is anticipated. 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.

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 shall 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 – 47MVA

Source of Power: DHBVN.

Back-up Source:

Power back up has been proposed by using D.G.

Sets of 36x1.5MVA.

Fuel: Low sulphur Diesel

DG sets shall be kept in acoustically treated

room..

Appropriate energy conservation measures &

management plan is being 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: 36×1.5MVA

Fuel: Low sulphur Diesel

D.G sets 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?

Glass plain open able often shall be used for

residential units & double reflective glass shall be

used for IT offices & commercial area

9.4 What passive solar

architectural features

are being used in the

building?

Illustrate the

applications made in the

proposed project.

Building design and envelope is being optimized

through selection of appropriate wall and roof

construction and through adoption of solar

measures.

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 is being 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?

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 shall be used

around windows in order to protect from direct

sunlight.

Roofs shall be painted with reflective paints with

solar reflectance ranging from 0.3-0.89. This

result in less absorption of sunlight causing 40 %

back reflection and less heating of building

structure during summer season. This shall

effectively reduce the heat load of the building

envelope.




9.7 Do the structures use

energy-efficient space

conditioning, lighting

and mechanical

systems? Provide

technical details.

Provide details of the

transformers and motor

efficiencies, lighting

intensity and air-

conditioning load

assumptions?

Are you using CFC and

HCFC free chillers?

Provide specifications

Maximum utilization of natural light. CFL used in

basement and common areas. Use of solar lights

partly in open areas and landscaped area. Energy

efficient HVAC system to maintain indoor air

quality. Appropriate thermal insulation in walls

and roofs to reduce heat gain and loss. External

glazing shall be below 40% of the total vertical

surface as per ECBC. U value of roofs and walls

as per ECBC.

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 being envisaged on the

surrounding environment of project. Increased

traffic generation and use of D.G. Sets in the

project site will not cause any significant increase

in atmospheric concentration of gases and will

not result in heat island formation

9.9 What are the thermal

characteristics of the

building envelope? (a)

roof; (b) external walls;

and (c) fenestration?

Give details of the

material used and the U-

values or the R values of

the individual

components.

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 0.001




2. Roof

200 mm

RCC slab

with mud

phuska &

clay tiles

with 75 mm

insulation.

2.04 0.49 0.01

3. Glass

(double

reflective

glass)

0.30 3.3 0.11

9.10 What precautions &

safety measures are

proposed against fire

hazards? Furnish details

of emergency plans.

Fire pump, Jockey Pump, Water from the reserve

tank shall be drawn by electrically driven pump.

Fire Fighting System:

Various type of fire fighting measures proposed

in the project are as follow:

● Automatic sprinkler system

● Dry rising main and hose reel

● Private hydrants

● Automatic fire detection and alarm system

● Portable fire extinguisher

● Wet chemical extinguishing system

Emergency lighting:

The emergency lights operated on battery power

is being provided at appropriate locations such as

corridors, common area, staircase, exit and

entrance door parking etc.

Fire safety:

● The electrical systems is being provided with

automatic circuit breakers activated by the rise of

current as well as activated by over current.

● Fire detection systems

● Fire alarm system at appropriate places

● Means of escape

● Access for fireman




9.11 If you are using glass as

wall material provides

details and

specifications including

emissive and thermal

characteristics.

Glass plain open able often shall be be used for

residential units & double reflective glass shall be

used for IT offices & commercial area.

9.12 What is the rate of air

infiltration into the

building?

Provide details of how

you are mitigating the

effects of infiltration.

All the window and door will be airtight quality, hence

we don’t foresee any air infiltration

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 shall be used for external lighting.

Solar water heater shall be provided in residential

units.

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.

Environment Management Plan

is given in Environment Report

attached as ENCLOSURE -3




CONCEPTUAL PLAN




CONCEPTUAL PLAN

Introduction The proposed” IT/ITES SEZ” is located at Sohna Road, Gurgaon, Haryana. The project

is being developed by M/s Dr. Fresh health care pvt. Ltd. The Activity proposed in the

complex are Residential Houses, Commercial, IT space and club Houses. The project

has already been granted EC vide letter no SEIAA/HR/09/1356 dated 6-01-2010.

The construction is under process.

Activities/ Amenities Residential Houses

Commercial

IT space

Club houses

Site Location The project site is located at Sohna Road, Gurgaon, Haryana. The location of site is

given in Environment Report.

Type of Project The project “IT/ITES SEZ” is proposed to be develop at a Total plot area of 2,34,270

sq m (57.88 acre) and net plot area 2,20,393 sq m (54.46 acre). The built up area of

the project is 633763.5005 sq m. Hence, it falls under category 8 (b) of EIA

notification, 2006.

Project Details

The total plot area of the project is 2,34,270 sqm (57.88 acre) & the net plot area of

the project is 2,20,393 sq m (54.46 acres).40,712.05 sq m shall be utilized as ground

coverage. The FAR achieved will be 90565.69 sq m for which bifurcation is given in

Table 1. Single level basement 0f 809.60 sq m is proposed for the project. The total

Non FAR area (Stilt Area) will be 6470.82 sq m. The built up area of the project will

be 633763.5005sq m. Total 20 number of towers are proposed and maximum no. of

floors will be S+14. Total cost of project is Rs. 1200 cr.

Project details are given in Table 1.

Table 1: Project Details

S.N

o.

Description Total Details

1. Total Plot Area(sqm ) 2,34,270 sqm (57.88 acre)

2. Deductions 13,877 sq m

3. Net Plot Area 2,20,393 sq m (54.46 acres)

4. Ground coverage (Permissible) 89,844.99 sq m

5. Total Ground Coverage Achieved 40,712.05 sq m




6. Total FAR (Permissible) 4,61,152.44 sq m

7. Total FAR (Achieved) (i) 4,10,299.3278 sq m

8. Non FAR Area (Stilt Area) (ii)

9. Total Basement Area (iii) 223464.1727 sq m

10. Basement level 3 level

11. Built up area (i+ii+iii) 633763.468 sq m

12. Green Area 77,137.76 sq m (35%)

13. No. of floors

It space

Residential plots

Commercial

Club houses

G+10

G+18

G+5

G+5

14. No. of Tower/Block 20

15. Max Height of building

It space

Residential plots

Commercial

Club houses

50 m

60 m

30 m

30 m

Population Details During Construction Phase- 200-250 Nos. of local labours is being employed for the

construction of the IT/ITES EZ.

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

49,300 persons.

The population details are given in Table 2.

Table 2: Estimation of Population

Type Population

Residential 7,500

Staff 38,000

Visitors 3,800

TOTAL 49,300

Water Management Water Requirement

During construction phase, treated water is being arranged on temporary basis

through the tankers.




During operation phase, water requirement shall be met primarily through municipal

water supply of HUDA. Fresh water requirement will be 1899 KLD.

The total water management has been given in Environment Report.

Rain water collection Details Total 57 nos. of Rain Water Harvesting pits shall be provided in the project site to

recharge the ground. Details are given in Environment Report.

Power Requirement& Back-up During Construction Phase- DG sets of 62.5 kVA is being used for construction works.

During Operation Phase- The total power requirement of the project shall be 47 MVA

which is met by Dakshin Haryana Bijli Veteran Nigam Ltd. (DHBVN). In case of power

failure, power backup is being provided through DG sets. 36×1.5 MVA shall be

provided shall be located on the surface.

Solid & Hazardous Waste Management During Construction Phase- Approx. 94748cu m of soil is being excavated due to

excavation of basement & foundation. Total 37.5 kg/day of waste is being generated

from labourers.

During operation phase- Total 9,645 kg/day solid waste shall be generated from the

project.

432 ltr/Month used oil shall be generated and 2 kg/month E-waste shall be

generated.

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

construction vehicles is being made. Proper spaces for loading and unloading is being

defined.

During operation phase- Total parking requirement is being 7752 ECS. However,

7800 ECS is being provided.

Green Area Development The site is a vacant land. Development of Group Housing includes development of a

plantation area including big foliage trees and beautiful vegetation, herbs, shrubs that

is being maintained at site. Total plantation area for the project is being approx.

77,137.76 sq m which is 35 % area of the net plot area.




ENVIRONMENT

REPORT




ENVIRONMENT REPORT

IT/ITES SEZ

At Village- Ghamroj, Sohna Road

Gurgaon, Haryana

Developed by DR. Fresh Health Care Pvt. Ltd.

Village-Ghamroj. Tehsil-Sohna,

Gurgaon Sohna Road, Gurgaon, Haryana-122102

Prepared By: M/S PERFACT ENVIRO SOLUTIONS PVT. LTD

(NABET Registered wide list of accredited consultants organizations/ Rev 30/ 7th May, 2015 at S.No-116)

NN Mall, Sector-3, Rohini, New-Delhi-85 Phone: 011-47528467; 011-47021086

Fax: - 011-475284




EXECUTIVE SUMMARY OF THE PROJECT

3.1.1 Activities:

The project is “IT/ITES SEZ “which is include IT space, Residential plots, commercial

space and clubs.

Project details are given in Table 3.

Table 3: Project Details

Sl.

No Description Details

1. Proposed Project “IT/ITES SEZ”

2. Project Proponent M/s Dr. Fresh Health Care Pvt. Ltd.

3. Sr. No of Schedule

(as per Notification 2006) 8 (b)

4. Project Location Village- Ghamroj at Sohna Road

5. Total Plot Area 2,34,270 sqm (57.88 acre)

6. Deducted Area 13,877 sq m

7. Total Net Plot Area 2,20,393 sq m (54.46 acres)

8. Existing Capacity/ Area etc. Build Up Constructed : 68,527.943 sq m

Ground coverage

(Permissible)

89,844.99 sq m

Total Ground Coverage

Achieved

40,712.05 sq m

Total FAR (Permissible) 4,61,152.44 sq m

Total FAR (Achieved) (i) 4,10,299.3278 sq m

Total Non F.A.R (Stilt Area)

(ii)

Total Basement area (iii) 2,23,464.1727 sq m

9. Total Built up Area (i+ii+iii) 6,33,763.468 sq m

10. Green Area 77,137.76 sq m (35%)

11. Road & Open area 102543.79 sq m

12.

No. of Floors

It space

Residential Houses

Commercial

Club houses

G+10

G+18

G+5

G+5

13. No. of towers/block 20

14. No. of Basement 3




15. Maximum height of building 60m

16. No. of D.U 1364

17. No. of EWS 136

18. Water Requirement (KLD) 3,529 KLD

19. Source of Water Primary source: Municipal water supply of

HUDA.

20. Power Requirement (KVA) 47 MVA

21. Source of Power DHBVN

22. DG Backup 36×1.5MVA

23. No. of Rain water harvesting

pits

57

24. Parking Required 7752 ECS

25. Parking Provision 7800 ECS

Processing Area (under construction):1,16,429 sq m

Area Already constructed Proposed Area Subtotal

G.C (Per) 58214.51265 sq m

G.C (Ach) 30992 sq m

F.A.R (Per) 279215 sq m

F.A.E (Ach.) 44,840.85 sq m 2,34,373.15 sq m 279215 sq m

Basement 1,04,860.353 sq m 1,39,305.655 sq m 1,62,992.748 sq m

Built up 68,527.943 sq m 3,73,679.805 sq m 4,42,207.748 sq m

Non- Processing Area: 1,03,864.6041 sq m (Proposed area )

Area Residential

housing

Commercial Club houses

G.C (Per) 29,866.0482

sq m

1133.123 sq

m

631.31484 sq m

G.C (Ach) 7,960 sq m 1130 sq m 629.913352 sq m

F.A.R (Per) 174218.6145

sq m

4957.44025

sq m

2762.002425 sq m

F.A.E

(Ach.)

124998.38 sq

m

4956 sq m 1130 sq m

Basement 48626 sq m 11845.0447

sq m

0




Built up 173624.68 sq

m

16801.04 sq

m

1130 sq m

INTRODUCTION OF THE BACKGROUND INFORMATION

3.2.1 Brief Description of the Nature of the Project:

The proposed project is development of “IT/ITES SEZ”. The project is being developed

at Sohna Road, Gurgaon, Haryana.

PROJECT DESCRIPTION

3.3.1 Land Use and Ownership of the site land The land is purchased by “Dr. Fresh Health Care Pvt. Ltd.” from the owners of land.

The land use proposed at the site is given in Table 4 & Figure 2.

Table 4: Land use of the project Site

Land Use Area Percentage

Ground Coverage 40712.05 sq m 18.5 %

Green Area 77137.76 sq m 35 %

Road & Open area 102543.79 sq m 46.5 %

Total 220393.6sq m 100%

3.3.2 Location of the project with connectivity Details of connectivity are shown in Table 1.

Percentage

Ground coverage 40712.05 Green AREA 77137.76 Road and open area 102543.79




Table 5- Site Connectivity

S.No. Accessibility Description Distance & Direction

1. Highway/ Road NH-71B

NH-08

State Highway 13

8.93 km S

11.27 Km NW

0.20 km E

2. Railway Station Basai Dhankot Railway Station

17.38 Km NW

3. Airport Indira Gandhi International Airport

25.84 Km NE

3.3.2.1 Geographical Information of Site

Latitude Longitude

28˚19’30.06” N 77˚3’54.92” E

3.3.2.2 Location Map

Location map is shown in Figure 1.

Figure 1: Location Map




3.3.2.3 Topographical Map

Topographical map is shown in Figure 2.

Figure 2 : Topographical Map




3.3.2.4 Layout Plan

The layout plan is given in figure 3.

Figure 3: Layout Plan

3.3.2.5 Site Photographs

The site photograph of the project is given below:




Resources

3.4.1 Water Resource Management

3.4.1.1 Water Requirement

During construction phase, treated water is being arranged on temporary basis

through the tankers.

During operation phase, water requirement shall met through municipal water

supply of HUDA.

The total water requirement has been shown in the Table 6

Table 6: Water Requirement

particulars

Population

Factor in LPCD

TOTAL requirement (KLD)

Domestic in KL

Flushing in KL

Waste Water(KLD)

Domestic Resident 7500 135 1012.5 709 304 Staff 38000 45 1710 1173 537 Visitors 3800 15 57 17 40 Total 49300 2780

1899 881

Waste Water Discharge

1497 881 2378

Gardening 442 0 cooling 282 28 Water body

20 2

Misc 5 2 Total 3529 2410




Water Balance

3.4.1.2 Source of Water

The water is being resourced through supply water of HSIIDC.

3.4.1.3 Disposal

Total quantity of wastewater generation will be 2410 KLD. The generated sewage

shall be treated in Sewage Treatment Plant capacity 3000 KLD. The treated water is

being utilized to the extent possible & the rest 539 KLD excess treated water shall be

given to tanker supplier.

3.4.2 Energy Resource Management

3.4.2.1 During Construction

DG sets of 62.5 KVA is being used for Power supply during the construction phase.

Total Water Requirement 3529 KLD

Fresh Water 1899 KLD

Treated Water 1630 KLD

Flushing Water 881 KLD

Cooling 5 KLD

Waste Water 1497 KLD Waste Water

881 KLD Waste Water

2 KLD

Total waste water 2410 KLD

STP Capacity 3000 KLD

Treated Water 2169

KLD Tanker water supplies for construction purpose.

Gardening 442 KLD

Waste Water NIL

Domestic Water 1899 KLD

Misc. Water Body 20 KLD 282 KLD

Waste Water Waste Water 28 KLD 20 KLD

539 KLD




3.4.2.2 During Operation

During operation phase 47 MVA of electric load from Dakshin Haryana Vidyut

prasaran Nigam ltd is supplied to the complex. Power backup shall be provided by

DG set of 36×1.5 MVA.

3.4.2.3 Power load

Area Power Load

Processing Zone (IT Space 33 MVA

Non Processing Zone (Residential plots ,

commercial space, club houses)

14 MVA

3.4.2.4 Conservation

Maximum utilization of natural light. CFL shall be used in basement and common

areas. Use of solar lights partly in open areas and landscaped area shall be done.

Energy efficient HVAC system shall maintain indoor air quality. Appropriate

thermal insulation in walls and roofs to reduce heat gain and loss. External glazing

is being below 40% of the total vertical surface as per ECBC. U&R value of roofs and

walls shall beas per ECBC.

SITE ANALYSIS

3.5.1 Eco-sensitive areas with distance from project location The eco sensitive zones with distance from the project location are given in Table 7:

Table 7: 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

None None

2 Areas which are important or

sensitive for ecological reasons -

Wetlands, watercourses or

other water bodies, coastal

zone, biospheres, mountains,

forests

Water bodies

Mehandwari Nadi

Damdama Lake

Gurgaon Canal

4.82 Km SE

6.55 Km EES

12.31 Km SE




3 Areas used by protected,

important or sensitive species

of flora or fauna for breeding,

nesting, foraging, resting, over

wintering, migration

None

3.5.2 Social Infrastructure available

The social infrastructure available at site is given in Table 8:

Table 8: Social Infrastructure near the project site

Areas occupied by sensitive

man-made land uses

(hospitals, schools

, places of worship, community

facilities)

Hospital

EktaHospital

Upkar Hospital near Police

Station, Badshahpur

School

Govt. Senior Secondary

School

JK Padampat Singhania

Institute of Management

&Technology

JK Education Foundation

Banks

State Bank of India, Sector-

66

Gurgaon Gramin Bank

ICICI Bank Branch & ATM

Places of worship

Dadi Satti Temple

Hanuma Mandir Garhi

Bazidpur

Baba Baladas Temple

6.77 Km N

7.37 Km N

2.68 Km N

2.93 KM NE

2.31 Km NE

7.87 Km N

3.02 Km N

7.80 KM N

3.25 Km NW

4.05 Km SE

5.52 Km E

PROPOSED INFRASTRUCTURE

3.6.1 Types of Buildings & Activities Proposed

The proposed project is “IT/ITES SEZ”.

The Activities includes IT space, residential Houses, commercial space and club

houses.




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 is being 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 is being 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 is being 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 is being 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 is being taken:

All the loose material either stacked or transported is being provided with suitable

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

Water sprinkling is done at the location where dust generation is anticipated.

To minimize the occupational health hazard, proper mask is being provided to the

workers who are engaged in dust generation activity.

DG sets of capacity 62.5 KVA is being installed acoustically enclosed with

adequate stack height above roof level of DG sets.




The proposed project is being involve construction activities; which is obviously

results in fugitive dusts. These fugitive dusts is being controlled by carrying out

construction after covering the boundary of the proposed project site by polythene

cover to a particular height and also by intermittent spraying of water.

3.7.1.2 WATER MANAGEMENT:-

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

supply and sewage facilities is being arranged on a temporary basis and the same is

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

measures required to manage the water environment at site:

The water required during construction phase is being taken from STP treated

water of nearby area/ STP supplied through Tankers.

Mobile toilets for construction labours is being provided.

The waste water is being reused and remaining is being discharge to sewer.

Runoff from the construction is not being allowed to stand (water logging) or

enter into the roadside or nearby drain. Adequate measures is being taken to

collect such run off and either are reused or disposed off at the designated

construction waste disposal location. Waste water shall be supplied to tankers.

3.7.1.3 NOISE ENVIRONMENT:-

During the construction stage, expected noise levels is being in the range of 85-90

dB(A), which is being decrease with increase in distance. Hence all the construction

activities is being carried out during the daytime.

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

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

this is being only a temporary phenomenon, it is being managed by properly

regulating the movement of vehicular traffic so that the ambient noise quality is not

being adversely affected.

To prevent any occupational hazard, ear muff / ear plug is being given to the workers

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

Operation of such plant or machinery is being strictly prohibited during night hours.

Careful planning of machinery operation and scheduling of operations is being taken

to minimize such impact. Furthermore, following measures is being also be adopted:

All the machinery and equipments is being regularly maintained to reduce the

noise level.

DG sets is being installed acoustically enclosed.

Noise barriers is being installed to reduce traffic noise & vibrations.

Plantation is being developed along the periphery of the site.

3.7.1.4 SOLID WASTE MANAGEMENT:-

During the construction, approx. 94748cu m of soil is being excavated to provide the

basement and foundation. This excavated soil is being properly stacked under




tarpaulin cover and is being reused for back filling purpose and road construction,

etc. The top soil is being preserved separately and is being used for landscaping

purposes only. The unused soil is being sent to landfill site only identified be

Municipal corporation

Appropriate 37.5 kg/day of Municipal solid waste sis being generated from

temporary labours which is being disposed off at Municipal Landfill site.

Used oil whenever generated from the DG sets is being kept in a secured place and in

leak prof container and is being sent to approved recycler

3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION

Table 9: Population

3.7.2.1 AIR ENVIRONMENT

DG sets of 36× 1.5 MVA shall be installed as power backup for emergency use during

power failure. Proper stack height of 6 m above roof level shall be maintained which

help in reducing the air pollution.

Table 10: DG set & stack Height

3.7.2.2 WATER MANAGEMENT

Total water requirement estimated to be 3529 KLD for the proposed project and is

being met by public water supply. Water shall be used mainly for domestic, flushing,

gardening, cooling & Misc. purposes. Total quantity of wastewater generation shall

be 2410 KLD for the proposed project. The generated sewage shall be treated in

Sewage Treatment Plant capacity 3000 KLD based on FAB technology. The treated

water 2169 KLD shall be generated from STP, out of which 1630 KLD will be reused

for flushing, gardening & misc. purposes and 539 KLD shall be given to tanker water

supplies for construction purposes.

S.no. Category Population (No.)

1. Residential 7500

2. staff 38000

3. visitors 3800

Total population 49300

D. G. Set. Capacity No Stack Height

1.5 MVA 36 6 meters above roof level




3.7.2.2.1 WASTEWATER TREATMENT

In the complex, the generation of waste water is being about 2410 KLD. The generated

sewage is being treated in Sewage Treatment Plant capacity 3000 KLD. The STP is

being based on Fluidized Aerobic Bed Reactor (FAB) process.

Table 11: RAW SEWAGE CHARACTERISTICS

The Sewage Treatment Plant (STP) give treated water, which is reused for Flushing,

Gardening & Misc. purposes.

Table 12: TREATED SEWAGE CHARACTERISTICS

pH - 6.5 – 7.5 mg/l

BOD mg / l < 20 mg/l

COD mg / l < 5 mg/l

TSS mg / l < 20 mg/l

Oil & Grease mg / l < 10 mg/l

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.

Flow M3 / day 1022 KLD

pH - 6. 5 to 8.5

BOD mg / l 150 to 300 mg/l

COD mg / l 400 to 600 mg/l

TSS mg / l 300 to 450 mg/l

Oil & Grease mg / l 50 mg/l




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 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 is being 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.




3.7.2.2.2 HYDRAULIC FLOW DIAGRAM OF SEWAGE TREATMENT PLANT:

3.7.2.2.3 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 is being provided.

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

drained through the Filter Press.

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.

Total 57 nos. of RWH pits are proposed in the proposed site 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 have unpaved

surface (layers of coarse sand) to allow standing water to percolate into the soil. The

rainwater collected in these desilting chambers is being utilized for horticulture.

Recharge well

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

UPVC pipe perforated is being lowered in the middle of the boreholes and the pit is

being 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 is depend on the soil condition/water strata. The schematic

diagram is enclosed.

Therefore there is no significant impact on surface water quality & hydrology of the

area. The proposed rainwater-harvesting scheme is being stabilize the groundwater

table in the area.

3.7.2.4 RAIN WATER HARVESTING CALCULATION:

Table 13: Rain Water Harvesting Calculation

S.

N

o. Description of Area

Area

Considere

d (Sq. M)

Harvestin

g Factor /

Collection

Efficiency

per area

Retention

time capacity

of recharge

tank in 15

min (45 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 40712.05 0.85 11 381

2

Paved Surfaces, Roads

& other Built-up

Areas

102543.7

9 0.65 11 733




Diameter of harvesting pits = 2.86 m

Depth of harvesting pits = 3.5 m

3

Lawns, Gardens & all

other Open Areas 77137.76 0.20 11 170

GRAND TOTAL 1284 cu m




3.7.2.5 NOISE ENVIRONMENT

The main sources of the noise pollution shall D.G sets. of 36×1.5 MVA that shall be

installed in the colony.

3.7.2.5.1 Noise Pollution Control System

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

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

reducing the level of the noise within the Complex.

Location of DG sets: Surface

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]

ACOUSTIC TREATMENT:

(a) MAIN FRAME:

3’ 1.5” rectangular pipe shall 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 shall 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:

ACOUSTIC TREATMENT FOR D. G. SET ROOM

3.7.2.6 PARKING MANAGEMENT

3.7.2.6.1 Parking Required:

Total parking required within the processing and non-processing zone is 7752 ECS.

3.7.2.6.2 Parking Provided: Parking provision is being 7800 ECS.

3.7.2.7 WASTE MANAGEMENT

3.7.2.7.1 MUNICIPAL SOLID WASTE

For 49300 persons around 9645 kg/day of municipal solid waste will generated from

the proposed site.

The solid waste categories and disposal method detail is shown is given in Table 14:

Table 14: Municipal Waste Management

Type of Waste Colours of Bins

Category Disposal Method Total Waste (Kg/ day)

Organics Green Bio Degradable

The waste will be sent to Municipal Solid

Waste site

6752

Recyclable Items

Blue Recyclable Recycler 2893

Total 9645 kg/ day




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.

Table 15: Hazardous & E-Waste Management

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 vender of

CPCB as per Hazardous

Wastes (Management/

Handling/Transboundry

Movement) Rules, 2008,

as amended in 2011

432

lit/Month

E-

waste

Black

With

Label

Hazardous

Waste

E-Waste (Management

& Handling) Rules, 2011

2

Kg/month

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

the Batteries (Management & Handling) Rules.

3.7.2.7.3 PLANTATION

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

into consideration and availability of space and other aspects. This is being help in

increasing the aesthetic effect of the environment.

Since tree trunks are devoid of foliage, scrub is being form there to give coverage to the trunks. The

trees maintain the regional ecological balance and conform to soil and hydrological conditions.

Indigenous species is being preferred.

Green belt/greenery is being developed along most of the periphery of the project

area as well as along roads. Area under plantation/greenery is 77137.76 sq m with

trees and plants. The trees planted are of adequate height. Any trees that do not

survive.




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.

Proposed Trees to be planted in the Project Premises

S.

No. Botanical Name Common Name

1. Bauhinia variegata Orchid tree

2. Jacaranda mimosifolia Fern tree

3. Tabebuiaargentea Caribbean Trumpet Tree

4. Chorisiaspeciosa Silk floss

5. Plumeria alba Champa (White)

6. Grevillearobusta Silver oak

7. Hibiscus variegeta Variegated Hibiscus

8. Tecomagaudi chaudia Gaudi Chaudi

Proposed Shrubs to be planted in the project Premises

S.

No. Botanical Name Common Name

1. Hibiscus tri-colour Tricolor corkwood

2. Ficus panda Golden ficus

3. Murraya exotica Orange jasmine

4. Rhapis palm Lady palm

5. Cassia biflora Sonorant cassia

6. Hibiscusrosa-sinensis Chinese hibiscus

7. Hameliapatens Firebush




ANTICIPITATED IMPACT & MITIGATION MEASURES

3.8.1 DURING CONSTRUCTION PHASE S.

NO.

Description Impacts Mitigation Measures

1. Air & Noise

Environment Dust is being generated due

to Site clearance and

emissions may be generated

due to vehicles, DG sets and

machinery/equipment etc.

Loading and unloading of

construction materials like,

cement, sand, stones, bricks,

etc. will result in dust

generation.

Procurement and transport

of construction materials

such as sand, cement etc.

also result in dust generation

Water sprinkling is

being done to reduce

the dust during

construction of

buildings.

D.G. set of 62.5 KVA

is being provided

with adequate stack

height to avoid

emissions.

Trees is being planted

along the

construction site to

reduce dust &

emissions.

2. Water

Environment Soil runoff from the site

leading to off – site

contamination (Particularly

during rainy season).

Improper disposal of

construction debris leading

to off-site contamination of

water resources.

Disposal of domestic waste

water from temporary

labour rest rooms.

Spillage of oil and grease

from the vehicle and waste

water stream generated

from on-site activities.

During construction

phase, water is being

provided from the

nearby STP/ HUDA

STP via tanker

supplier.

The rain water from

the construction site

is being collected,

treated & reused for

sprinkling.

The sewage from

labours is being

discharged into septic

tank followed by soak

pit.




3. Solid Waste The waste from labour rest

rooms/sheds is being mainly

household domestic waste

The solid waste generated

during construction phase

used oil from DG sets.

Approx. 37.5 kg/day

municipal solid waste

is being generated

from 200-250

labours which is

being disposed off in

MSW site.

Used oil whenever

generated from the

DG sets is being kept

in an isolated area

and in leak proof

container and sent to

approve recycler.

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

1. Air & Noise

Environment Running of DG sets during

power failure is being result

into air emissions.

DG sets shall be provided

with stack height of 6 m

above roof level as per

CPCB norms.

2. Water

Environment During the operation phase

abstraction of water is not

proposed for project .

In the proposed project, water

is being used for domestic use,

flushing, cooling, misc. etc.

Therefore, wastewater

discharge is being liquid waste

and sewage and is being

treated in STP of 3000 KLD

capacity and reused in

flushing & gardening

purposes. No waste is being

discharged to sewer line.

Fresh water requirement

shall be reduced by using

treated water.

The excess treated water

shall be given to tankers

suppliers & hence no

discharge to sewers shall

be made.

Rain water is being stored

into the ground water by

57 rain water harvesting

pits.




3. Solid Waste Bio-degradable and recyclable

waste from households

activities.

Used oil from DG sets and e-

waste.

E- waste & battery waste

generation.

Bio-degradable waste is

being sent to municipal

site for disposal.

Used oil of 432 lit/Month

shall be generated from

the DG sets which is being

kept in an isolated area

and in leak proof

container and is being

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.

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

Annually

Annually

Water :

Water Quality Monitoring for

relevant parameters of IS - 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

Annually




Soil :

Soil Monitoring ,Qualitative and

Quantitative testing/analysis to

check the soil fertility , porosity,

texture, water holding capacity etc.

Six monthly

Annually




CONSTRUCTION

STATUS

Construction status:

S.no Description Area (sq m)

1 1st Basement 9878.509

2 2nd Basement 10352.74

3 3rd Basement 3455.844

Total Area 23687.093

Total Blocks Construction Status

IT 7 1 block completed

Residential 10 Not started Retail/ Office Space 1 Not started

Club House 2 Not started




SITE PHOTOGRAPHS







TOPOGRAPHICAL MAP




LAYOUT PLAN




ZONING PLAN




COPY OF EARLIER EC




CERTIFIED COPY OF MoEF&CC

Regional Office (COMPLIANCE LETTER)

Documents

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