m/s mahagun real estate pvt. ltd. environment … mahagun real estate pvt. ltd. prepared by: -m/s...

“Mahagun Mall” at Sector-16 B, Greater Noida. M/s Mahagun Real Estate Pvt. Ltd.

Prepared by: -M/s Perfact Enviro Solutions Pvt. Ltd. 1

ENVIRONMENT CLEARANCE APPLICATION

MAHAGUN MALL

At Plot No. C-2, Sector-16 B, Greater Noida, Uttar Pradesh

Developed by:

M/s Mahagun Real Estate Pvt. Ltd. Address: B-66, First Floor, Vivek Vihar, Delhi-110095

Prepared By:

M/S PERFACT ENVIROSOLUTIONS PVT. LTD.

(NABET REGISTERED WIDE LIST OF ACCREDITED CONSULTANTS ORGANIZATIONS/ REV 47/ 7TH NOV

2016/ S.NO-110)

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

Fax: - 011-47528434



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 .............................................................................................................................. 45

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

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

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

PARKING MANAGEMENT ............................................................................................................................ 46

GREEN AREA DEVELOPMENT ....................................................................................................................... 46

ENVIRONMENT REPORT ..................................................................................................... 47

EXECUTIVE SUMMARY OF THE PROJECT .............................................................................................. 49

3.1.1 Activities: ......................................................................................................................................... 49

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 ......................................................................................... 51

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

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

3.4.2 Energy Resource Management ........................................................................................................ 56

SITE ANALYSIS ...................................................................................................................................... 58

3.5.1 Eco-sensitive areas with distance from project location .................................................................. 58

3.5.2 Annual Wind rose Diagram .............................................................................................................. 59

3.5.3 Social Infrastructure available ......................................................................................................... 59

PROPOSED INFRASTRUCTURE .............................................................................................................. 61

3.6.1 Types of Buildings & Activities Proposed ......................................................................................... 61

ENVIRONMENT MANAGEMENT PLAN.................................................................................................. 61

3.7.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION .............................................................. 61

3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION .................................................................... 64

3.7.3 STP SCHEMATIC DIAGRAM: ............................................................................................................. 67

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

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

3.8.2 DURING OPERATION PHASE ............................................................................................................ 73

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

RISK ASSESSMENT .............................................................................................................. 76

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

DISASTER MANAGEMENT PLAN ................................................................................................................... 79

SAFETY MEASURES: .............................................................................................................................. 80



DISCLOSURE OF THE CONSULTANT .................................................................................... 82

TOPOGRAPHICAL MAP ....................................................................................................... 84

LAYOUT PLAN .................................................................................................................... 85

ELEVATION PLAN ............................................................................................................... 86

BASEMENT PLAN................................................................................................................ 87

LAND PAPERS ................................................................................................................. 88



FORM 1 & 1A



FORM 1

I. Basic Information

S.No. Item Details

1. Name of the project/s “Mahagun Mall”

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

3.

Proposed capacity/ area/length/

tonnage to be handled/

command area/ lease area/

number of wells to be drilled

Total Plot Area: 18694 sqm

Total Built-up area: 110702.859 sqm

4. New/ Expansion/ Modernization New

5. Existing Capacity/ Area etc. Not Applicable

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

7. Does it attract the general

condition? If yes, please specify. Not Applicable

8. Does it attract the specific

condition? If yes, please specify. Not Applicable

9.

Location Greater Noida

Plot/Survey/Khasra No. Plot No. C-2, Sector-16B

Village -

Tehsil -

District Greater Noida

State Uttar Pradesh

10. Nearest railway station/ airport

along with distance in kms.

Nearest Railway Station: Chipyan Bujurg-

2.74 Km NW

Nearest Airport: Safdargunj Airport – 23.48

km W

11.

Nearest Town, city, District

Headquarters along with

distance in kms.

Greater Noida

12.

Village Panchayats, Zilla Parishad,

Municipal Corporation, Local

body (complete postal addresses

with telephone nos. to be given)

Municipal Corporation of Greater Noida

13. Name of the applicant M/s Mahagun Real Estate Pvt. Ltd.

14. Registered Address B-66, First Floor Vivek Vihar, Delhi-110095

15. Address for correspondence: B-66, First Floor Vivek Vihar, Delhi-110095



Name Peeyush Chaudhry

Designation

(Owner/Partner/CEO) V.P. Architecture

Address Corenthum Tower-B, Office No. B-44, Plot

no.-A/41, Sector-62, Noida

Pin Code 201301

E-mail [email protected]

Telephone No. 09350638254

Fax no. 0120-4890098

16.

Details of Alternative Sites

examined, if any. Location of

these sites should be shown on a

toposheet.

No alternate site has been examined as

Proposed site has been allotted by Greater

Noida Industrial Development Authority to

M/s Mahagun Real Estate Pvt. Ltd. Possession

certificate has been obtained for the

development of Commercial complex

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

18.

Whether separate application of

interlinked project has been

submitted?

Not Applicable

19. If yes, date of submission Not Applicable

20. If no, reason Not Applicable

21.

Whether the proposal involves

approval/clearance under: if yes,

details of the same and their

status to be given.

(a) The Forest (Conservation)

Act, 1980?

(b) The Wildlife (Protection) Act,

1972?

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

Not Applicable

Not Applicable

Not Applicable

22.

Whether there is any

Government Order/ Policy

relevant/ relating to the site?

Not Applicable

23. Forest land involved (hectares) No

24.

Whether there is any litigation

pending against the project and/

or land in which the project is

propose to be set up?

Not Applicable

Not Applicable



(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

II. Activity

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

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

bodies, etc.)

S.No. Information/Checklist

confirmation

Yes/

No

Details thereof (with approximate

quantities /rates, wherever possible)

with source of information data

1.1 Permanent or temporary

change in land use, land cover

or topography including

increase in intensity of land use

(with respect to local land use

plan)

Yes A Commercial Complex “Mahagun Mall” is

proposed at Plot No. C-2, Sector-16 B,

Greater Noida. The project will be

developed by M/s Mahagun Real Estate

Private Limited. Proposed site has been

allotted by Greater Noida Industrial

Development Authority to M/s Mahagun

Real Estate Pvt. Ltd. Possession certificate

has been obtained for the development of

Commercial complex vide Memo no.

Commerce/2016/3536 Dated 29-03-16.

Presently, the land is a vacant land. Hence,

there will be a permanent change in land

use from vacant land to Commercial

Complex.

1.2 Clearance of existing land,

vegetation and buildings?

No There are no building and distinct

vegetation at site except few bushes;

hence, no clearance of existing land is

required.

1.3

Creation of new land uses?

Yes The land will be change from vacant land

to a developed Commercial Complex.

1.4 Pre-construction investigations

e.g. bore houses, soil testing?

Yes Pre-construction geo-technical

investigation shall be submitted.

http://dict.hinkhoj.com/COMMERCE-meaning-in-hindi.words



1.5 Construction works? Yes Construction will be done as per Master

plan of Greater Noida and building

bylaws.

1.6 Demolition works? No It is a vacant land; hence no demolition is

required.

1.7 Temporary sites used for

construction works or housing

of construction workers?

No Workers during construction phase will

be hired from nearby areas and hence

there will be no need of providing

housing. Only temporary shelters will be

provided.

1.8 Above ground buildings,

structures or earthworks

including linear structures, cut

and fill or excavations

Yes Above ground, the building shall be

elevated up to maximum 15 no. of floors

and excavated upto one lower ground

and two basement level.

1.9 Underground works including

mining or tunnelling?

No It is a Commercial building and hence no

underground works are required except

for excavation of only for foundation and

basement.

1.10 Reclamation works? No No reclamation work will be done

1.11 Dredging? No Not Applicable

1.12 Offshore structures? No Not Applicable

1.13 Production and manufacturing

processes?

No It is a Commercial building; hence no

production or manufacturing processes

shall be carried out.

1.14 Facilities for storage of goods

or materials?

Yes During Construction Phase:

Separate raw material yard shall

be made within the project site.

Cement Shall be separately stored

under cover in bales.

Sand Shall be stacked nearby

under tarpaulin cover.

Bricks and steel shall be laid in

open.

During Operation Phase:

As the project is a Commercial Complex,

the raw material will be food, stationary

and other items which will be stored in

respective units & shops only.



1.15 Facilities for treatment or

disposal of solid waste or liquid

effluents?


Total 150 labourers shall work during the

construction phase and hence the solid

waste generation shall be 23 kg/day

which shall be disposed off at municipal

solid waste site.

Construction debris like concrete will be

recycled and will be used in lean concrete,

brick work wastage will be used

waterproofing for terrace, toilets etc. and

rest will be sent to the construction and

demolition facility.

Total 5 KLD of waste water shall be

generated which shall be discharged to

septic tank via soak pit.


Approx. 3174 kg/day of solid waste shall

be generated from the project.

The total waste water generated from the

project shall be 177 KLD which will be

treated in STP capacity 220 of KLD.

Details of Water Management and Solid

Waste Management are given in

Environmental Report.

1.16 Facilities for long term housing

of operational workers?

No During Construction Phase:

The workers during construction phase

shall be hired from nearby areas.

During operation phase:

As this is a Commercial Complex, housing

of operational workers will not require as

staff will be from nearby areas.

1.17

New road, rail or sea traffic

during construction or

operation?

No No new road, rail or sea traffic is

proposed. Existing transportation

facilities will be used during construction

or operation phase.



1.18

New road, rail, air, waterborne

or other transport

infrastructure including new or

altered routes and stations,

ports, airports etc.?

No No new road, rail or sea traffic is

proposed.

The transportation measures already

existing near site are as follows:

Nearest Railway Station: Chipyan

Bujurg- 2.74 Km NW

Nearest Airport: Safdargunj Airport –

23.48 km W

1.19 Closure or diversion of existing

transport routes or

infrastructure leading to

changes in traffic movements?

No No closure or diversion of existing

transport routes or infrastructure leading

to changes in traffic movements will be

made.

1.20 New or diverted transmission

lines or pipelines?

No No such closure or diversion of

transmission lines is required.

1.21 Impoundment, damming,

culverting, realignment or

other changes to the hydrology

of watercourses or aquifers?

No No impoundment, damming, culverting,

realignment or other changes to the

hydrology of surface water courses is

required.

1.22 Stream crossings? No No stream crossing

1.23 Abstraction or transfers of

water from ground or surface

waters?

No No abstraction of ground water will be

done. The water shall be supplied through

Municipal Supply.

1.24 Changes in water bodies or the

land surface affecting drainage

or run-off?

No There will be no change in water bodies

or the land surface effective drainage or

run-off.

1.25 Transport of personnel or

materials for construction,

operation or

decommissioning?

Yes During Construction phase:

Materials during construction phase shall

be transported by truck, trolley etc.


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

1.26 Long-term dismantling or

decommissioning or

restoration works?

No Not Applicable

1.27 Ongoing activity during

decommissioning which could

have an impact on the

environment?

No Not Applicable



1.28 Influx of people to an area in

either temporarily or

permanently?


Temporary influx of people in the form of

labours is envisaged. Approx. 150 no. of

labours shall be employed.


As this is a Commercial Complex, 310 no.

of Hotel guests, 500 no. of staff visitors of

approx. 5000 no. is envisaged.

1.29 Introduction of alien species? No Not Applicable

1.30 Loss of native species or

genetic diversity?

No No tree exists at the site. However, by

planting native plants within the project

site, it will give positive impacts.

1.31 Any other actions? No Not Applicable

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

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

short supply):

S.No. Information/checklist

confirmation

Yes/N

o


quantities /rates, wherever possible) with

source of information data

2.1 Land especially

undeveloped or

agricultural land (ha)

Yes Plot Area- 18694 sqm of undeveloped land

has been allotted and possession certificate

obtained from Greater Noida Industrial

Development Authority to M/s Mahagun

Real Estate Pvt. Ltd. vide Memo no. vide

Memo no. Commerce/2016/3536 Dated 29-

03-16 for development of Commercial

Complex. Copy of allotment and possession

certificate is enclosed as Enclosure-7.

2.2 Water (expected source &

competing users) unit:

KLD

Yes Source & Quantity During Construction Phase: Water during construction phase shall be

taken from tanker water supplier which

supply treated water from nearby STP.

Source & Quantity During Operation Phase: The ultimate source of water will be through Municipal supply of Greater Noida




Authority. Total water requirement of the project will be 497 KLD out of which 329 KLD will be fresh water. Rest of the 168 KLD water requirement will be fulfilled by treated water. Detailed water Management & water balance are given in Environment Report.

2.3 Minerals (MT) No Not Applicable

2.4 Construction material –

stone, aggregates, sand /

soil (expected source –

MT)

Yes The major materials required for

construction of the project ae steel, tiles,

glass, cement, agate, bricks, flooring

tiles/stones, sanitary and hardware items,

electrical fittings etc.

2.5 Forests and timber

(source – MT)

Yes Plywood for doors and windows shall be

used which shall be procured from local

market.

2.6 Energy including

electricity and fuels

(source, competing users)

Unit: fuel (MT), energy

(MW)

Yes Source of electricity- UP Electricity Board

Total Electrical Load- 5661 KW

DG Sets- 3 X 1500 KVA and 1 X 750 KVA

2.7 Any other natural

resources (use

appropriate standard

units)

No Not Applicable

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

be harmful to human health or the environment or raise concerns about 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 No storage of hazardous substances (as

per MSIHC rules) will be done however,

used oil from DG sets will be generated.

Proper management of used oil shall be

taken care of. Details are given in

Environment Report.



3.2 Changes in occurrence of

disease or affect disease

vectors (e.g. insect or water

borne diseases)

No Suitable drainage and waste

management measures will be adopted

in both the construction and

operational phase which will restrict

stagnation of water or accumulation of

water. This will effectively restrict the

reproduction and growth of disease

vectors.

3.3 Affect the welfare of

people e.g. by changing

living conditions?


Employment opportunities provided

due to the project will lead to better

quality of life and will also set a

standard for future developments in

the area. Moreover, this project will

provide employment to about 150 local

labours during construction phase.


As it is a commercial complex, there

shall be several services required which

will generate direct & indirect

employment for the people of nearby

area.

3.4 Vulnerable groups of

people who could be

affected by the project e.g.

hospital patients, children,

the elderly etc.,

No No vulnerable group of people will be

affected by the project.

3.5 Any other causes No None

4. Production of solid wastes during construction or operation or

S.No.

Information/Checklist

confirmation




4.1 Spoil, overburden or mine

wastes.

No Not applicable



4.2 Municipal waste (domestic

and or commercial wastes)

Yes During Construction phase:

Solid waste during construction phase will

be 23 kg/day which shall be disposed off

at municipal solid waste site.


Approx. 3174

kg/day of solid waste shall be generated

from the project during operational

phase.

Detailed Solid Waste Management is

given in environment report.

4.3 Hazardous wastes (as per

Hazardous Waste

Management Rules)


Used oil whenever generated from the DG

sets shall be kept in leak proof containers

in an isolated area and shall be sent to

approved recycler.

During Operation Phase: Used oil of 44

lt/month from diesel generators will be

carefully stored in HDPE drums in isolated

covered facility. The used oil will be sold

to vendors authorized by Central

Pollution Control Board for the treatment

of the same.

Suitable care will be taken so that spills /

leaks of used oil from storage could be

avoided.

4.4 Other industrial process

wastes

No Not Applicable

4.5 Surplus product No Not Applicable

4.6 Sewage sludge or other

sludge from effluent

treatment

Yes The sludge generated will be passed

through filter press where it will be

dewatered/dried to form a cake and then

will be used as manure in green areas. The

unused sludge shall be given to farmers or

nursery. About 13 Kg/day of dried sludge

will be generated from STP within project

during operation phase.

4.7 Construction or demolition

wastes

Yes Construction debris like concrete will be

recycled and will be used in lean concrete,



tiles will be used in creating pathways in

the landscape area etc. and rest will be

sent to the construction and demolition

facility.

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 E-waste shall be generated.

During operation Phase:

2 kg/month E-waste shall be generated. It

shall be given to approved recycler of

SPCB.

Battery waste shall be generated from

inverters & UPS which shall be disposed

off as per the Batteries (Management &

Handling) Rules, 2001.

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


confirmation




5.1 Emissions from combustion

of fossil fuels from stationary

or mobile sources


DG sets of capacity 62.5 KVA shall be

installed acoustically enclosed with

adequate stack height.


The only source of emission from

combustion of fuel will be DG set of.

Hence, to avoid the emissions, stack

height of 6 m above roof level for the DG

set shall be provided. The DG set shall

meet all the norms prescribed by CPCB.



5.2 Emissions from production

processes

No Not applicable

5.3 Emissions from materials

handling including storage or

transport

Yes Dust shall be generated during

construction from the movement of

transport vehicles and other construction

activities. The effect will be restricted to

construction phase only.

Water sprinklers shall be used for dust

suppression.

Material will be stored under Tarpaulin

cover.

5.4 Emissions from construction

activities including plant and

equipment

Yes RMC shall be used for the project. Dust

and emissions are likely to be generated

during construction activities which shall

be reduced by sprinkling of water in a

specific time interval and timely

maintenance schedule for machinery.

Also, the machines shall be shut down

during idle period.

5.5 Dust or odours from handling

of materials including

construction materials,

sewage and waste

Yes During loading and unloading of

construction material dust is likely to be

generated during construction phase.

Water shall be sprinkled and tarpaulin

cover shall be provided over stored raw

material to reduce dust emission.

Mobile toilets during construction phase

shall be provided and waste water shall

be disposed off in septic tank followed by

soak pits.

5.6 Emissions from incineration

of waste.

No Not applicable

5.7 Emissions from burning of

waste in open air (e.g. slash

materials, construction

debris).

No Open burning of biomass/other material

will be prohibited.

5.8 Emissions from any other

sources.

No None



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


confirmation

Yes/

No



with source of information data with

source of information data

6.1 From operation of equipment

e.g. engines, ventilation plant,

crushers

No During construction phase:

DG sets of capacity 62.5 KVA shall be

installed acoustically enclosed. The

equipment such as mixer machines,

bulldozers, cranes, compactors and

excavators shall be used which will be

of highest standard of reputed make

and adhere to international standards.

Hence an insignificant impact due to

construction machinery is envisaged.

Apart from this, the construction

activities shall be restricted to daytime

only and timely maintenance of

machinery will be ensured.

During operation phase:

Source of noise in the operational

phase will be DG sets. The DG sets of

capacity 3 X 1500 KVA and 1 X 750 KVA

shall be installed with anti-vibration

pads and will be used during Power

failure only. They may generate noise

level maximum upto 75 dB (A).

6.2 From industrial or similar

processes

No Not applicable

6.3 From construction or demolition Yes Due to the various activities, there are

short-term noise impacts in the

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

6.5 From construction or operational

traffic

Yes Some amount of noise (70-75 Db (A))

will be generated from vehicular

movement in the construction and

operational phase. Plantation around

the boundary wall shall be done to

reduce noise from traffic.



6.6 From lighting or cooling systems No Not applicable

6.7 From any other sources No None

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

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


confirmation

Yes/

No




7.1 From handling, storage, use

or spillage of hazardous

materials

No The hazardous waste generated will be

used oil only and it will be stored in HDPE

drums and kept in covered rooms and will

be sold to authorized vendors only.

Special care will be taken to prevent

leakages and spills.

7.2 From discharge of sewage or

other effluents to water or

the land (expected mode and

place of discharge)

No During operational phase STP capacity of

220 KLD will be installed for treating 177

KLD of waste water and 168 KLD of

treated water will be reused in flushing,

cooling, gardening and misc. purposes. It

will be a zero-discharge complex.

7.3 By deposition of pollutants

emitted to air into the land or

into water

No None

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


All appropriate measures shall be taken

to avoid accidents.

During Operational Phase:

Proper Disaster management and

firefighting system will be installed at

site.

8.2 From any other causes No During construction phase:

All the labours shall be provided with

suitable personal protective equipment

(PPE) as required under the health and

safety norms. Training and awareness

about the safety norms shall be

provided to all supervisors and labours

involved in construction activity.

8.3 Could the project be

affected by natural disasters

causing environmental

damage (e.g. floods,

earthquakes, landslides,

cloudburst etc.)?

No The area under study falls in seismic

zone-IV, according to the Indian

Standard Seismic Zoning Map. Suitable

seismic coefficients in horizontal and

vertical directions respectively, will be

adopted while designing the structure.

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

to environmental effects or the potential for cumulative impacts with other existing or

planned activities in the locality.


confirmation

Yes/

No




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.:

No



• Supporting infrastructure

(roads, power supply,

waste or waste water

treatment, etc.)

• Housing development

• Extractive industries

• Supply industries

• Other

Yes

No

No

No

No

STP of 220 KLD will be installed for

the treatment of wastewater.

Not applicable

Not applicable

Not applicable

Not applicable

9.2 Lead to after-use of the site,

which could have an impact on

the environment.

No Not applicable

9.3 Set a precedent for later

developments

Yes It will attract people to develop

organized commercial complex.

9.4 Have cumulative effects due to

proximity to other existing or

planned projects with similar

effects

No No impact

III. Environmental Sensitivity

S.

No.

Areas Name/

Identity

Aerial distance (within 15

km.) from Proposed

project location boundary

1 Areas protected under

international conventions,

national or local legislation for

their ecological, landscape,

cultural or other related value

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

Yamuna River

Hindan River

Noida drain

Forest

Gulistanpur Reserve Forest

13.38 km SW

2.13 km W

7.97 km SW

9.61 km SSW



Khodnakhurd Reserve Forest 9.10 km SSW

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 N/A N/A

6 Routes or facilities used by the

public for access to recreation or

other tourist, pilgrim areas

NH 58

NH 24

NH- 91

Hapur Road

Noida Greater Noida link road

Pusta Road

Railway Station

Chipyan Bujurg

Hazrat Nizamuddin Railway

Station

Ghaziabad Railway Station

Airport

Safdargunj Airport

Indira Gandhi International

Airport

8.00 Km NNW

3.09 Km NE

3.51 Km NE

7.94 km NNW

0.09 Km SW

3.89 Km W

2.74 Km NW

18.92 km W

5.43 km NNW

23.48 km W

34.30 km W

7 Defense installations None

None



8

Densely populated or built-up

area

Iteda

0.36 km SW

9 Areas occupied by sensitive

man-made land uses (hospitals,

school, places of worship,

community facilities)

Hospital

Vrandavan Hospital

Tripathi Hospital

Fortis Hospital

Post Office

Chhajarasi Post office

India Post office, Block- A

India Post Office, Sector55

Places of worship

Mosque

Sai Mandir

Shiv Shakti temple

St Marrys church

School

Primary School

Janta Inter College

ABES engineering College

Sarwottam Institute of

technology and management

Bank

allahabad Bank

ICICI Bank

BOI Bank

1.68 Km NNW 4.93 km SWW 7.28 Km W

6.21 Km NW

9.15 Km W

9.50 Km W

3.26 Km N

1.74 Km NW

7.75 Km W

8.69 Km W

2.35 Km SE

1.88 Km SE

3.04 Km N

2.12 km S

3.80 Km SSW

8.19 Km W

8.51 Km NWW



10

Areas containing important, high

quality or scarce resources

(Ground water resources,

surface resources, forestry,

agriculture, fisheries, tourism,

minerals)

Tourism

11 Areas already subjected to

pollution or environmental

damage. (Those where existing

legal environmental standards

are exceeded)

None None

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)

Natural.

The project area falls in

seismic zone –IV.



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 existing land use of the project is a vacant land.

The proposed project site is located at sector-16B,

Greater Noida and proposed site has been allotted by

New Okhla Industrial Development Authority.

Possession certificate has been obtained for the

development of Commercial Complex. The

development also confirms to the master plan of the

area.

The site location shown on Google Map is given in

EMP Report.

Map showing vicinity around the site is given in EMP

Report.

Conceptual plan is given in enclosure 7 of EMP

Report.

1.2 List out all the major project requirements in terms of the Land area, Built up area Water consumption Power requirement Connectivity Community facilities

Total Plot Area: 18694 sqm Total Built-up area: 110702.859 sqm

Water Consumption= 497 KLD 5661 KW NH- Noida-Greater Noida Expressway 2.36 Km N Hyper, Anchor, restaurant, Auditorium, Hotel, shops



Parking needs etc. Parking requirements: 1496 ECS Parking Provision: 1509 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 will be developed

as per the provision of Master Plan, thus no induced

development is foreseen due to the proposed

project.

Also, the proposed development shall be carried out

as per the defined building by-laws; hence no impact

is envisaged due to proposed development.

Construction phase as well as operation Phase of the

project, will generate direct and indirect

employment opportunities for a large section of

society. The employment will have positive impact

thereby increasing the quality of life.

1.4 Will there be any significant land

disturbance resulting in erosion,

subsidence & instability?

(Details of soil type, slope analysis,

vulnerability to subsidence,

seismicity etc. may be given).

No such significant land disturbance will result.

However, care will be taken so that no erosion,

subsidence & instability takes place.

Soil Type: Silt Loam

Slope Analysis: The project area possesses fairly

plain terrain.

Erosion / Subsidence:

Proper greening & paving of area will not cause any

soil erosion problem and subsidence.

Seismicity:

The area under study falls in Seismic zone-IV

according to the Indian Standard Seismic Map.

Suitable seismic coefficients in horizontal and vertical

directions respectively, will be adopted while

designing the structure.

1.5 Will the proposal involve alteration

of natural drainage systems?

(Give details on a contour map

showing the natural drainage near

the proposed project site)

The proposed project activities will not cause any

alteration of natural drainage system.



1.6 What are the quantities of

earthwork involved in the

construction activity cutting, filling,

reclamation etc.

(Give details of the quantities of

earthwork involved, transport of fill

materials from outside the site etc.)

During construction phase, approx. 128862 cu m. of

soil will be excavated in order to provide basement.

This excavated soil will be properly stacked within

site under tarpaulin cover and will be reused for back

filling purposes. The top soil will be preserved for

landscaping purpose only. Hence, no adverse impacts

on the land environment are envisaged.

1.7 Give details regarding water supply,

waste handling etc. during the

construction period.

Water Supply: During Construction stage, water will

be sourced through nearby STP/ through tanker

supplier.

Waste Generation / Handling:

Spillage of oil from the machinery or cement residual

from concrete mixer plants will be properly collected

and reused in construction site.

For construction labour, proper sanitary facilities &

wash areas will be constructed such as mobile toilets

and good hygienic conditions will be maintained.

1.8 Will the low-lying areas & wetlands

get altered?

(Provide details of how low lying

and wetlands are getting modified

from the proposed activity)

No low lying and wetland area are present in and

around the project site.

1.9 Whether construction debris &

waste during construction cause

health hazard? (Give quantities of

various types of wastes generated

during construction including the

construction labour and the means

of disposal)

The construction waste generated from the project

will be common in nature and will not cause any

health hazard to associate and nearby population.

The construction debris will be used for land levelling

/back filling. Waste concrete will be reused as

aggregate in construction process.

Mobile toilets & drinking water for construction

labour shall be provided. The sewage and waste

water generated shall be 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 shall be 497 KLD

& shall be met by

Domestic : 68 KLD

Kitchen : 39 KLD

Flushing : 86 KLD

Gardening : 28 KLD

HVAC : 250 KLD

DG cooling : 24 KLD

Misc : 2 KLD

Total Water Requirement : 497 KLD

Fresh water : 329 KLD

Treated Water Reuse : 168 KLD

Total Waste Water Generated: 177 KLD

2.2 What is the capacity

(dependable flow or yield) of

the proposed source of

water?

Municipal Authority will supply water to the project and

it is a dependable source of water.

2.3 What is the quality of water

required, in case, the supply

is not from a municipal

source? (Provide physical,

chemical, biological

characteristics with class of

water quality)

Municipal Authority will supply water.

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 168 KLD shall be generated from

the S.T.P which shall be reused in flushing, D.G & HVAC

Cooling, gardening & misc. purposes within the project

premises. Approx. 33.80% of total water requirement, will

be met by recycled water.

2.5 Will there be diversion of

water from other users?

(Please assess the impacts of

the project on other existing

uses and quantities of

consumption)

There will not be any substantial effect on water demand

of this region as the development will be done as per the

development plan of the area.



2.6 What is the incremental

pollution load from

wastewater generated from

the proposed activity?

(Give details of the quantities

and composition of

wastewater generated from

the proposed activity)

The total waste water generation from the project will be

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

220 KLD. 168 KLD of the treated water will be reused for

flushing, gardening, DG cooling, HVAC & misc. purposes.

100% of treated water generated will be recycled for

reuse. This will be a zero-discharge complex.

2.7 Give details of the water

requirements met from

water harvesting? Furnish

details of the facilities

created.

6 number of rain water harvesting pits shall be provided

at site.

(Details of Rain Water harvesting pits are 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?

As the land is presently a vacant land, thus there is surface

run off creating water logging during rainy days, however

after construction of project; the same will be used to

recharge the ground.

No, it will not aggravate the problem of flooding or water

logging in any way, rather will reduce the same.

2.9 What are the impacts of the

proposal on the ground

water?

(Will there be tapping of

ground water; give the

details of ground water table,

recharging capacity, and

approvals obtained from

competent authority, if any)

No Ground water extraction will be done. However,

ground water recharging is proposed through rain water

harvesting scheme, so, there will be either no impact or a

positive impact on ground water levels.



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 shall not be allowed into the roadside. It

will be collected in a tank & after pre-treatment it will be

reused for sprinkling, etc.

2.11 How is the storm water from

within the site managed?

(State the provisions made to

avoid flooding of the area,

details of the drainage

facilities provided along with

a site layout indication

contour levels)

During construction phase, Adequate measures shall be

taken to channelize such as storm water and the same

shall be collected in a tank & after pre-treatment it will be

reused for sprinkling etc.

During operation phase Storm water, will be channelized

to 6 no. of rainwater harvesting pits proposed within the

project site.

2.12 Will the deployment of

construction labourers

particularly in the peak

period lead to unsanitary

conditions around the

project site (Justify with

proper explanation)

Mobile toilets will be provided for labourers during

construction period.

The waste shall be disposed off to septic tank via soak pit.

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 shall

be discharged into septic tanks followed by soak pit.

During operation phase 177 KLD of waste water will be

treated in the proposed S.T.P. of 220 KLD of FAB

technology. 168 KLD of treated water, will be reused.

100% of treated water generated will be recycled for

reuse. This will be a zero-discharge complex.

2.14 Give details of dual plumbing

system if treated waste used

is used for flushing of toilets

or any other use.

Dual Plumbing line will be provided in the project 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)

Core Zone:

No vegetation exists at site except few bushes and grasses

which will be cleared at the time of construction.

Buffer Zone:

Shisham Champak Chhota

Gulmohar

Pilkhan Arjun Champa

Ashoka Ficus Dhayti

Madhu Roheda Harisinghar

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 will be cleared at the time of construction.

3.3 What are the measures

proposed to be taken to

minimize the likely impacts

on important site features?

(Give details of proposal for

tree plantation, landscaping,

creation of water bodies etc.

along with a layout plan to an

appropriate scale)

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

features.

The Shelter belt for the proposed project has been

planned to provide a clean, healthy and beautiful green

environment for the people to live in within the proposed

project site.

To minimize the impact, the provision of plantation area

of 5615.51 sq. m area, with lawns, ornamental plants and

trees shall be provided.

4. FAUNA

4.1 Is there likely to be any

displacement of fauna- both

terrestrial and aquatic or

creation of barriers for their

movement? Provide the

details.

Core Zone: The proposed site is an open land and there will be

only some burrowing animals, so in existing conditions this

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

type of displacement or any other effect on the local fauna due

to proposed project activities.

Buffer Zone: There are no wild life sanctuaries within 10 km

radius of the project site.



4.2 Any direct or indirect

impacts on the avifauna of

the area? Provide details.

As there is no distinct plantation at site, hence no avifauna

exist at site hence, however, proper landscaping has been

planned to provide a clean, healthy and beautiful green

environment for the population.

Common native variety of trees and ornamental flowering

species will be planted in the green space which will attract

avifauna & hence will have direct positive impact on the local

avifauna & this will provide shelter to local birds.

4.3 Prescribe measures such as

corridors, fish ladders etc. to

mitigate adverse impacts on

fauna.

Not applicable

5. AIR ENVIRONMENT



5.1 Will the project increase

atmospheric concentration of gases

& result in heat islands?

(Give details of background air

quality levels with predicted values

based on dispersion models taking

into account the increased traffic

generation as a result of the

proposed constructions)

The traffic will increase due to operation of project.

Increased traffic generation of vehicles due to project will

not cause significant increase in atmospheric

concentration of gases and do not result in heat island

formation.

Tree plantation in the project will be provided such that

the impact of air pollution shall be minimized.

D.G. Set will be installed in the project which will be

operated during power cut only.

5.2 What are the impacts on generation

of dust, smoke, odorous fumes or

other hazardous gases? Give details

in relation to all the meteorological

parameters.

No dust, odour will be generated at site. Smoke will be

generated from the operation of DG sets. Proper emission

standards will be maintained as per CPCB guidelines.

5.3 Will the proposal create shortage of

parking space for vehicles? Furnish

details of the present level of

transport infrastructure and

measures proposed for

improvement including the traffic

management at the entry & exit to

the project site.

The optimum parking provision is proposed at (basement

area, surface area and Ninth Floor). Hence, there will be

no shortage of parking space for vehicles. Total parking

provision of project is 1509 ECS.

5.4 Provide details of the movement

patterns with internal roads, bicycle

tracks, pedestrian pathways,

footpaths etc., wit areas under each

category.

Maximum capacity of parking shall be provided on

basement area, surface area and a proper route shall be

provided for the traffic movement as well as pedestrian

movement.

5.5 Will there be significant increase in

traffic noise and vibrations? Give

details of the sources and the

measures proposed for mitigation

of the above.

During construction, noise barriers shall be installed to

reduce traffic noise & vibrations and during operation

Shelter belt shall be developed within the Complex that

will mitigate the traffic noise. Proper care shall be 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

Complex will be maintained.

The foundation shall be made very hard and paved with

rubber flooring to minimize the vibration, also all other

measures shall be adopted during designing that there will

not be any causes of vibrations during the traffic density.



6. AESTHETICS

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

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

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

No existing structure exists at the site so there is no need

of any consideration.

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

There are no typical urban form & urban design influencing the design criteria. No there is no anthropological or archaeological site or artifacts near the site. All significant features have been considered.

5.6 What will be the impact of DG sets

and other equipment on noise

levels and vibration in and 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 acoustically enclosed. 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.P.C.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.



7. SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any

changes to the demographic

structure of local population?

Provide the details.

The proposed project is a Commercial Complex “Mahagun

Mall” & thus there will be influx of population in the form

of hotel guests, staffs & visitors. Thus, there will be some

change in the demographic structure of the area.

7.2 Give details of the existing social

infrastructure around the

proposed project.

Hospital:

Vrandavan Hospital: 1.68 Km NNW

Tripathi Hospital: 4.93 km SWW

Fortis Hospital: 7.28 Km W

Post Office:

Chhajarasi Post office: 6.21 Km NW

India Post office, Block- A: 9.15 Km W

India Post Office, Sector55: 9.50 Km W

Places of worship:

Mosque: 3.26 Km N

Sai Mandir: 1.74 Km NW

Shiv Shakti temple: 7.75 Km W

St Marrys church: 8.69 Km W

School:

Primary School: 2.35 Km SE Janta Inter College: 1.88 Km SE ABES engineering College: 3.04 Km N

Sarwottam Institute of technology and management: 2.12

km S

7.3 Will the project cause adverse

effects on local communities,

disturbance to sacred sites or

other cultural values? What are

the safeguards proposed?

The proposed project will be constructed within the

designated site as per the defined building by-laws of

government authority. There is no sacred site or cultural

heritage site within vicinity of proposed project; hence no

adverse impacts are envisaged.



8. BUILDING MATERIALS

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

Embodied energy is the energy consumed by all of the processes associated with the production of a building material, from the mining and processing of natural resources to manufacturing, transport and product delivery. Choices of materials and construction methods can significantly change the amount of energy embodied in the structure of a building, as embodied energy content varies enormously between products and materials.

Building Material

Energy Efficient Building material used along with other building material

Energy Embodied

Foundation Concrete, Pillar,

Beam, Concrete Block, Bricks and Stone

• Use of lightweight concrete (aluminium powder added to lime produces a lightweight cementation material).

• Ready-mix concrete or high-volume fly ash concrete or pozzolana material Blended Portland cement (BPC) concrete for construction will be used.

• Low

• Low

Wall Bricks & ACC blocks

Stone Cladding,

Plaster,

Bricks

• Clay fly ash burnt bricks

• Fly ash sand lime bricks

• Precast stone blocks (waste stone pieces with lean cement concrete, obliterates plaster)

• Autoclave Cellular Concrete (ACC-a

• Low

• High

• Low

• High



lightweight, precast building material) will be used.

• Plaster

• High

Roof RCC Slab, Mud Phuska and Clay Tile.

• Using roofing sheets, using recycled aluminium.

• Low

Finishing Plaster, Paints,

• Rice husk board

• Jute stalk board panels

• Cement bonded composite paneling

• Products utilizing industrial waste, agricultural waste, such as fibrous gypsum plaster boards.

• paint/epoxy resin paint for external surfaces.

• Low

• Low

• High

• Low

• high

Flooring Stone, Marble

Tiles will be used

Particle boards will be used

Low

High

Windows and doors

Wood • Aluminium will be used

• Medium density fiberboard – doors and windows

• Glass

• High

• High

• High

Footpath Concrete, Fly ash block and construction debris.

Low

Boundary Wall

Bricks, Cement, Sand, POP

Fly ash blocks Low

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 will result in air & noise pollution; however, it will be minimized by covering material by the tarpaulin and ensuring PUC certificate of vehicles and good condition silencers. The construction material will be bought by local nearby market thereby transportation will be reduced. For noise, no honking zone will be maintained.



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

Yes, Following Recyclable waste will be used in roads

• Cement jute bags, plastic bags etc. will be used in roads (Energy Saving: 15-20%)

• Construction debris like Concrete will be recycled and will be used in parking area and road area (Energy Saving: 20-30%).

• Sub Stratum removed during foundation & excavation will be used for filling & making pathways (Energy Saving: 20-30%).

• Brick work wastage will be used for pavements and parking area (Energy Saving: 40%).

• Cut Tiles & chips will be used in creating pathways in the landscape area & rest will be sent to the construction & demolition facility (Energy Saving: 20-25%).

• Fly-ash mixed cement, concrete shall be used (Energy Saving: 5-10%).

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

The solid waste will be disposed off as per Municipal Solid Waste (Management and Handling) Rules, 2000. Details are given in Environment Report.

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- 5661 KW Source of Power- UP Electricity Board Back-Up sources- D.G. Sets of capacity 3 x 1500 KVA & 1 x 750 KVA Fuel-ultra- low sulphur To Minimize energy consumption following measures shall be adopted.

• Energy Efficient Tube Lights (T-5) with high frequency ballast shall be used.

• All cables shall be debated to avoid heating during use. This also indirectly reduces losses and imposes reliability.

• Power factor shall be maintained 0.9 or higher. This will reduce electrical power distribution losses in the installation.

• Transformer will be having efficiencies as per ECBC Norms.

• Solar conservation measures shall be provided.

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

Type of power backup: Ultra Low Sulphur Diesel

Generator.



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?

Single energy efficient glass will be used.

Glass with High VLT and suitable SHGC and U value shall be selected as per commercial building with high Air Conditioning Load.

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

Architectural features like pergola will made, at roof solar paints will be used. Shading devices and fenestration have been adequately designed to cut off, summer sun and to let in winter sun. Landscaping shall be done so that wind direction will be favourably altered. The architectural features will be such that max day light provision will be provided.

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 buildings shall be designed to maximize the potential for use of solar lighting per day devices. Yes, solar lights shall be used.

9.6. Is shading effectively used to reduce cooling/heating loads? What principles have been used to maximize the shading of Walls on the East and the West and the Roof? How much energy saving has been effected?

Solar Measures shall be adopted to provide shading

devices for windows and roof which would effectively

reduce heating up of building envelope. Louvers and

sunshades will be used around windows in order to

protect from direct sunlight.

Shading devices and fenestration have been adequately designed to cut off, summer sun and to let in winter sun.



9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical systems? Provide technical details. Provide details of the transformers and motor efficiencies, lighting intensity and air-conditioning load assumptions? Are you using CFC and HCFC free chillers? Provide specifications

Suitable energy optimization will be adopted during the

calculation of energy load of the proposed project. The

space heating load will be minimized using solar structure

and suitable buildings envelop material. Uses of

incandescent lamp and halogen lamps have been avoided

and energy efficient LED light shall be used for all common

area.

The diesel generator sets shall be automatically controlled

to optimize their usage based on the actual load

requirements at any time. Space conditioning will be

provided as per norms of National Building Code – Part 8;

Building Services Section 3–Mechanical Ventilation.

Lighting intensity will be done as per the National Building

Code Guidelines.

CFC and HCFC free chillers will be used in office areas

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?

Building orientation is done in such a way that all the blocks will have good natural cross ventilation. Energy efficient construction material will be used to achieve desirable thermal comfort. As the proposed involves construction of building which are heat absorbing thus to counter the heat absorbing effect facade of low U & R Value and proper plantation will be provided. To reduce heat island effect near pedestrian circulation area, passive and active open space to enhance human comfort within the development and the neighbourhood. Plantation will be done to reduce heat island effect

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)

1. Wall Brick & ACC Blocks wall, both side thick sand cement plaster with insulation.

2.28 0.44

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

2.04 0.49

3 Single reflective Glass ≥0.33 ≤3



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

The basic system of Fire Fighting shall be designed as per

the provisions of the National Building Code 2005

Fire Safety:

The building materials shall be of appropriate fire

resistance standards. Further, design shall include

provisions for the following:

The electrical systems shall be provided with

automatic circuit breakers activated by the rise of

current as well as activated by over current.

Fire detection system.

Fire alarm system at appropriate places.

Means of escape

Access for fireman

Adequate fire-fighting requirement shall be taken into

account while designing the electrical distribution

system.

Emergency Lighting:

The emergency lights operated on battery power

should be provided at appropriate locations such as

corridors, common area, staircase, exit and entrance

doors, parking etc.

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

Single energy efficient glass will be used.

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

The air inflow and outflow shall be maintained as per

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

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

and outflow of air shall be maintained and proper dilution

shall be provided by using air exhaust to maintain air

quality.

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

Solar energy will be used inside the project.



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 A Commercial complex “Mahagun Mall” is proposed at plot no. C-2, Sector-16B, Greater Noida.

The project will be developed by M/s Mahagun Real Estate Private Limited. Proposed site has

been allotted by Greater Noida Industrial Development Authority to M/s Mahagun Real Estate

Pvt. Ltd. Possession certificate has been obtained for the development of Commercial Complex

vide Memo no. Commerce/2016/3536 Dated 29-03-16.

Activities/ Amenities Activity Numbers

Hotel 1

Hyper 1

Anchor 5

Restaurant 13

Family Entertainment Centre

2

Auditorium 16

Shops 155

Site Location The project site is located at Plot No. C-2, Sector-16 B, Greater Noida. The location of site is

given in Environment Report.

Type of Project The project “Mahagun Mall” is proposed to be developed at a Total plot area of 18694 Sq. m.

The built-up area of the project is 110702.859 sq. m. Hence, it falls under category 8 (a) of EIA

notification, 2006.

Project Details

The total plot area of the project will be 18694 Sq. m. 7472.206 sq. m shall be utilized as ground coverage. The FAR achieved will be 69889.32 sq. m for which bifurcation is given in Table 1 and Non-FAR area including basement and service area of 33752.27 sq. m is proposed for the project. The built-up area of the project will be 110702.859 sq. m. Maximum no. of floors will be 2B+LG+ G+15.

Project details are given in Table 1.

Table 1: Project Details

PARTICULARS Area Details

Plot Area 18694 sqm




Ground coverage (Permissible) 7477.6 sqm (40%)

Ground Coverage (Achieved) 7472.206 sqm (39.97%)

FAR (Permissible) 74776 sqm (4.0)

FAR (Proposed) 69889.32 sqm (3.73)

Permissible services area (15% of FAR) 11216.4 sqm

Proposed service area in sq m 7061.269 sqm

NON-FAR AREA (including basement and service area)

Lower Ground Floor Area 2039.233 sqm

Upper Basement Area 14880.341 sqm

Lower Basement Area 15295.979 sqm

Service Floor Area 1536.717 sqm

Total Non-FAR 33752.27 sqm

Built-up Area in sq m (FAR+NON-FAR) (A+B)

110702.859 sqm

Green Area 5615.51 sqm (30.04%)

Maximum Height of the Building 82 m

No. of Floors 2B+LG+G+15

No. of Basement LG+ 2B

POPULATION

Guest in Hotel 310

Staff 500

Visitors 5000

TOTAL POPULATION 5810

No. of Rain Water Harvesting pits 6

PARKING required 1496 ECS

PARKING Provision 1509 ECS

Total Power Load 5661 KW

No. of DG sets 3 X 1500 and 1 X 750 KVA

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

construction of the project.

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

13022.

The population details are given in Table 2.



Table 2: Estimation of Population

Type Population

Guest in Hotel 310

Staff 500

Visitors 5000

TOTAL 5810

Water Management Water Requirement

During construction phase- Treated water will be arranged on temporary basis. For

construction activities, water will be sourced through nearby STP/taker water supplier and

will be retreated on site before use. Drinking water will be sourced through the tankers.

During construction phase 10 KLD of water will be required for labour.

During operation phase, Total 497 KLD water requirement will be met through Greater Noida

Authority. The total water management has been given in Environment Report.

Rain water collection Details Total 6 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 will be used for construction works.

During Operation Phase- The total power requirement of the project will be 5661 KW which

will be met by UP Electricity Board. In case of power failure, power backup will be provided

through DG sets. DG set of 3 X 1500 KVA & 1 X 750 KVA will be located in the Basement.

Solid & Hazardous Waste Management During Construction Phase- Approx. 1,28,862 cu. m of soil will be excavated due to excavation

of basement & foundation. Total 23 kg of waste will be generated from labours.

Construction debris generated from site shall be used in backfilling & levelling purposes & rest

shall be disposed off to C & D facility. The debris of construction material will be also used in

backfilling, roads etc. Recyclable water like aluminium, steel, wood pieces, cement bags,

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



During operation phase- Total 3174 kg/day solid waste will be generated from the project.

44 ltrs/month used oil shall be generated and 2 kg/month E-waste will be generated. Battery

waste shall be generated from inverters & UPS.

Parking Management During construction phase- Proper Parking provision for trucks, other construction vehicles

shall be made. Proper spaces for loading & unloading shall be provided. Parking will be

provided for emergency.

During operation phase- Total parking provision will be 1509 ECS. However, parking will be

provided at multi-level (Basement, surface and Ninth floor). Details are given in Environment

Report.

Green Area Development The site is a vacant land. Development of Complex includes development of a plantation area

including big foliage trees and beautiful vegetation, herbs, shrubs that will be maintained at

site. Total plantation area for the project will be approx. 5615.51 sq. m.



ENVIRONMENT REPORT



ENVIRONMENT REPORT

MAHAGUN MALL

At Plot No. C, Sector-16 B, Greater Noida, Uttar Pradesh

Developed by:

M/s Mahagun Real Estate Pvt. Ltd. Address: B-66, First Floor, Vivek Vihar, Delhi-110095

Prepared By: M/S PERFACT ENVIROSOLUTIONS PVT. LTD.

(NABET REGISTERED WIDE LIST OF ACCREDITED CONSULTANTS ORGANIZATIONS/ REV 48/ 16 DEC 2016/

S.NO-110)

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

Fax: - 011-47528434



EXECUTIVE SUMMARY OF THE PROJECT

3.1.1 Activities: A Commercial complex “MAHAGUN MALL” is proposed at plot no. C-2, Sector-16B, Greater

Noida. The project will be developed by M/s Mahagun Real Estate Private Limited. Proposed

site has been allotted by Greater Noida Industrial Development Authority to M/s Mahagun

Real Estate Pvt. Ltd. Possession certificate has been obtained for the development of

Commercial complex vide Memo no. Commerce/2016/3536 Dated 29-03-16. The Activity

proposed in the project will be Anchor, Hyper, Family Entertainment Center, Restaurant,

Auditorium, Hotel and shops.

Description & Details of Project:

Project details are given in Table 3.

Table 3: Project Details

PARTICULARS Area Details

Plot Area 18694 sqm

Ground coverage (Permissible) 7477.6 sqm (40%)

Ground Coverage (Achieved) 7472.206 sqm (39.97%)

FAR (Permissible) 74776 sqm (4.0)

FAR (Proposed) 69889.32 sqm (3.73)

Permissible services area (15% of FAR) 11216.4 sqm

Proposed service area in sq m 7061.269 sqm

NON-FAR AREA (including basement and service area)

Lower Ground Floor Area 2039.233 sqm

Upper Basement Area 14880.341 sqm

Lower Basement Area 15295.979 sqm

Service Floor Area 1536.717 sqm

Total Non-FAR 33752.27 sqm

Built-up Area in sq m (FAR+NON-FAR) (A+B)

110702.859 sqm

Green Area 5615.51 sqm (30.04%)

Maximum Height of the Building 82 m

No. of Floors 2B+LG+G+15

No. of Basement LG+ 2B

POPULATION

Guest in Hotel 310

Staff 500

Visitors 5000

TOTAL POPULATION 5810

No. of Rain Water Harvesting pits 6




PARKING required 1496 ECS

PARKING Provision 1509 ECS

Total Power Load 5661 KW

No. of DG sets 3 X 1500 and 1 X 750 KVA

INTRODUCTION OF THE BACKGROUND INFORMATION

3.2.1 Brief Description of the Nature of the Project:

The proposed project is development of Commercial Complex “Mahagun Mall”. The project

will be developed at Plot No. C-2, Sector-16 B, Greater Noida, U.P.

PROJECT DESCRIPTION

3.3.1 Land Use and Ownership of the site land The land is allotted by Greater Noida Industrial Development Authority to M/s Mahagun Real

Estate Pvt. Ltd. for development of the Commercial Complex.

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 (sqm) Percentage (%)

Ground Coverage 7472.206 39.97

Green Area 5615.51 30.03

Road, Paved & open Area 5606.284 30.00

Total 18694 sqm 100 %

40%

30%

30%

Land Use

Ground Coverage

Green Area

Road, Paved & open Area



3.3.2 Location of the project with connectivity Details of connectivity are shown in Table 5.

Table 5- Site Connectivity

S. No. Accessibility Description Distance & Direction

1. Highway/ Road NH 24 3.09 Km NE

2. Railway Station Chipyan Bujurg 2.74 Km NW

3. Airport Safdargunj Airport 23.48 km W

3.3.2.1 Geographical Information of Site

Latitude Longitude Elevation

28°36'23.79"N 77°26'44.91"E 204 m



3.3.2.2 Map on Google

Location map is shown in Figure 1.

Figure 1: Location Map



3.3.2.3 Topographical Map

Topographical map is shown in Figure 2.



3.3.2.4 Site Plan

The layout plan is given in figure 3.

Figure 3: Site Plan

Resources

3.4.1 Water Resource Management

3.4.1.1 Water Requirement

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

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

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

sourced through the tankers.

Total domestic water requirement during construction phase will be 10 KLD.

During operation phase, water requirement will be met through Greater Noida Authority. The

total water requirement has been shown in the Table 6:



Table 6: Water Requirement

S.No. particulars Population Factor in LPCD TOTAL requirement(KLD) Waste Water (KLD)

Domestic Flushing

Hotel Guest

310 180 56 39 17

Staff 500 45 23 7 16

Visitors 5000 15 75 22 53

1. Sub Total 154 68 86 Domestic: 54 KLD Flushing: 86 KLD

Total: 154 KLD Domestic: 68 KLD Flushing: 86 KLD

2. HVAC (2500X10X10)/1000 250 NIL

3. Kitchen 3 L/Res 39 31

4. Gardening 5 L/Sqm 28 NIL

5. DG cooling 24 5

6. Misc 2 1

Total 497 KLD 177 KLD



Water Balance

3.4.1.2 Source of Water

The water will be resourced through municipal supply of Greater Noida Authority.

3.4.1.3 Disposal

Total quantity of wastewater generation will be 177 KLD. The generated sewage will be

treated in in-house Sewage Treatment Plant capacity 220 KLD. The treated water shall be

utilized for Gardening, Flushing, and DG and HVAC Cooling. This will be a zero discharge

complex.

3.4.2 Energy Resource Management

3.4.2.1 During Construction

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

3.4.2.2 During Operation

During operation phase 5661 KW of power load from State Electricity Board (UP) shall be

supplied to the project. Power backup shall be provided by DG set.



3.4.2.3 Conservation

Following are the measures adopted to conserve the energy:

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

of conventional power).

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

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

iv. For HVAC Water Cooled Chillers with centrifugal machines have been installed. Chiller

pumps are with Variable Frequency Drive (VFD). These bring in an advantage of

diversified occupancy & operations & also results in 30% saving in power consumption

& an energy saving of 20%.

Solar Measures:

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

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

Approx. 15 % Energy shall be saved by adopting such measures.



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: Important or sensitive for ecological reasons around the project site

Areas Name/ Identity

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

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

Water Bodies

Yamuna River

Hindan River

Noida drain

Forest

Gulistanpur Reserve Forest

Khodnakhurd Reserve Forest

13.38 km SW

2.13 km W

7.97 km SW

9.61 km SSW

9.10 km SSW

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

None None



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

3.5.3 Social Infrastructure available

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

Table 8: Social Infrastructure near the project site



Hospital Vrandavan Hospital Tripathi Hospital Fortis Hospital Post Office Chhajarasi Post office India Post office, Block- A India Post Office, Sector55 Places of worship Mosque Sai Mandir Shiv Shakti temple St Marrys church School Primary School Janta Inter College ABES engineering College Sarwottam Institute of technology and management Bank allahabad Bank ICICI Bank BOI Bank

1.68 Km NNW 4.93 km SWW 7.28 Km W 6.21 Km NW 9.15 Km W 9.50 Km W 3.26 Km N 1.74 Km NW 7.75 Km W 8.69 Km W 2.35 Km SE 1.88 Km SE 3.04 Km N 2.12 km S 3.80 Km SSW 8.19 Km W 8.51 Km NWW



PROPOSED INFRASTRUCTURE

3.6.1 Types of Buildings & Activities Proposed

The proposed project is a “Mahagun Mall” and the Activities proposed in the project will be

Hyper, Anchor, Restaurant, Family Entertainment Center, Auditorium, Hotel and shops.

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

project is implemented in an environmentally sustainable manner where all stakeholders

including the project proponents, contractors and subcontractors, including consultants,

understand the potential environmental risks arising from the proposed project and take

appropriate actions to properly manage that risk. Adequate environmental management

measures need to be incorporated during the entire planning, construction and operating

stages of the project to minimize any adverse environmental impact and assure sustainable

development of the area.

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

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

in nature and will be upgraded if new facilities or modification of existing facilities, with

environmental concerns, come up at a later stage.

EMP includes four elements:

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

Environmental Management Plan that incorporates all issues related to air, land and

water.

• Planning: This includes identification of environmental impacts, legal requirements

and setting environmental objectives.

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

accountability of contractors, training of operational staff associated with

environmental control facilities and documentation of measures to be taken.

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

keeping.

3.7.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION

3.7.1.1 AIR ENVIRONMENT : -

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

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



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

minimize such impact, following measures will be taken:

❖ Wind breaking walls shall be provided around the area under construction.

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

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

❖ The constructed buildings will be kept covered with a green cloth.

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

❖ Wet jet stone cutting will be followed to avoid dust emissions.

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

who are engaged in dust generation activity.

❖ DG sets of capacity 62.5 KVA shall be installed acoustically enclosed with adequate stack

height above roof level of DG sets.

Tankers will be used for supply of construction water. Sprinkling will be done at the source

of dust anticipated.

The proposed project will involve construction activities; which will obviously result in fugitive

dusts. These fugitive dusts shall be 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 shall be arranged on a temporary basis and the same shall be maintained

without any adverse impact on the environment. Following are the measures required to

manage the water environment at site:

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

of nearby area/ STP supplied through Tankers.

• Mobile toilets for construction labours shall be provided.

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

followed by soak pits.

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

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

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

location.



3.7.1.3 NOISE ENVIRONMENT: -

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

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

carried out during the daytime.

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

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

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

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

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

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

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

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

Furthermore, following measures shall also be adopted:

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

• DG sets of capacity 62.5 KVA shall be installed acoustically enclosed.

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

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

3.7.1.4 SOLID WASTE MANAGEMENT: -

During the construction, approx. 128862 cu. m of soil shall be excavated to provide the

basement and foundation. This excavated soil will be properly stacked under tarpaulin cover

and will be reused for back filling purpose and road construction, etc. The top soil shall be

stored at a designated area and will be initially stacked and covered with tarpaulin for settling

then will be used for landscaping purposes. As soon as proposed green area will be ready the

top soil will be transferred and seeding will be done with regular sprinkling.

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

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

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

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

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

which shall be disposed off at Municipal Landfill site.

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

prof container and shall be sent to approved recycler



3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION 3.7.2.1 AIR ENVIRONMENT

DG set will be installed as power backup for emergency use during power failure. Proper stack

height of 6 m above roof level will be maintained which will help in reducing the air pollution.

Table 9: DG set & stack Height

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

as given in Table 10.

Table 10: DG Set emission standards

D.G Sets No. PM mg/Nm3

NOx mg/Nm3

HC mg/Nm3

CO mg/Nm3

1500 KVA 3 75 887.5 100 150

D.G Sets No. PM gm/KW-hr

Nox gm/KW-hr

HC gm/KW-hr

CO gm/KW-hr

750 KVA 1 0.3 9.2 1.3 3.5

3.7.2.2 WATER MANAGEMENT

Total water requirement has been estimated to be 497 KLD for the proposed project and will

be met by Municipal Supply of Noida Authority. Water shall be used mainly for domestic,

flushing, DG & HVAC Cooling, Gardening & Misc. Total quantity of wastewater generation will

be 296 KLD for the proposed project. The generated sewage will be treated in Sewage

Treatment Plant capacity 220 KLD based on FAB technology. The treated water 177 KLD shall

be generated from STP which will be completely reused for flushing, Misc., DG & HVAC

Cooling & gardening purposes.

3.7.2.2.1 WASTEWATER TREATMENT

The Sewage Treatment Plant of 220 KLD offered has some distinct advantages over

conventional activated sludge processes. The scheme is proven, under a variety of operating

conditions, and is highly flexible in operation.

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

be as given in Table below.

D. G. Set. Capacity No Stack Height

1500 KVA 3 6m above roof level

750 KVA 1 6m above roof level



RAW SEWAGE CHARACTERISTICS

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

DG Cooling, Gardening & Miscellaneous purposes.

TREATED SEWAGE CHARACTERISTICS

pH - 6.5-8.5

BOD mg / l <10

COD mg / l <60

TSS mg / l <10

Oil & Grease mg / l NIL

Following description gives the salient features of the STP:

1. Small space requirement

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

treatment is dispensed herewith. The treatment scheme is also versatile, in the sense that

units can be re-arranged in any way in which the space and pile caps are available.

2. Lower operating power requirements

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

required in aerating the raw sewage. Since the bio-reactor depth is more, efficient transfer of

oxygen takes place, thereby reducing the overall power consumed in treatment.

3. Simplicity in operation and maintenance

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

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

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

mechanical systems can be done with normal skilled mechanics available.

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

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

Since the bio-reactor is self-sustaining, there is no requirement of recycling the biomass from

the secondary clarifier. Hence, analysis such as MLSS / MLVSS / SVI (sludge volume index) / F

/ M ratio etc. is not required to be done. This greatly reduces the analytical load on the plant

chemist / supervisor, and makes the system very simple to operate and control.

Flow M3 / day

pH - 7.5-8.0

BOD mg / l 200-300

COD mg / l 400-500

TSS mg / l 100

Oil & Grease mg / l 10



4. Removal of Nutrients & coliform

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

removal of disease causing E-coli bacteria.

Nutrient removal

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

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

of organic substrate, about 40 – 50% of the total phosphates load is also reduced. The

remaining phosphates can be precipitated by addition of aluminum ions dosed in form of Poly

Aluminum Chloride (PAC). Phosphates react with aluminum ions and precipitate as aluminum

phosphate, which is an insoluble salt. Thus, the total phosphates load can be easily reduced

by more than 90%.

Coliform removal

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

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

outlet coliform count will conform to WHO standards.

5. Sludge handling

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

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

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

The present system does not envisage any sludge digestion (since the sludge is aerobically

stabilized in the bioreactors itself), making the system more suitable for operation with less

manpower.

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

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



3.7.3 STP SCHEMATIC DIAGRAM:

3.7.3.1 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. 6 nos. of RWH pits

are proposed in the 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 will

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

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

horticulture.

Recharge well: The recharge well consists of percolation pits with boreholes in the

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

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



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

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

The schematic diagram is enclosed.

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

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

groundwater table in the area.

3.7.3.2 RAIN WATER HARVESTING CALCULATION: -

Rain Water Harvesting Calculation:

Soil Quality : Silt Loam

Porosity : 35 %

Infiltration rate : 15.2 mm/ hr

Ground Water Level : 25 m BGL Annual Rain fall : 723 mm

Peak Hourly Rain : 60 mm/hr

Total No. of rain water harvesting pits : 6

Size of each pit : 4 m Depth & 3.0 m Dia.

S. No.

Description of Area

Area Considered (Sq. M)

Harvesting Factor / Collection Efficiency per area

Intensity of

rainfall

(mm/hr)

Peak hourly 60 mm

Total Volume of Water Available for Rain Water Harvesting

(cu. m/15 min)

1 Water Available from Terraces of Apartment buildings/Plots and other roof-top surfaces

7472.206 sqm 0.85 15 95

2. Paved surface, Road & other Built-up Areas

5606.284 sqm 0.65 15 55

3. Lawns, Gardens & all other open Areas

5615.51 sqm 0.20 15 17

Total 18494 sqm 167 cum



Table 11: Rain Water Harvesting Calculation

Rainwater harvesting pit

3.7.3.3 NOISE ENVIRONMENT

The main sources of the noise pollution will be D.G sets. of 3 X 1500 KVA & 1 X 750 KVA will

be installed in the project.

3.7.3.3.1 Noise Pollution Control System

DG sets shall be bought acoustically enclosed and shall meet the norms prescribed by CPCB.

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

within the project.

Location of DG sets: Basement

Insulation of air inlet and outlet points

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

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

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

service door

2.6 m



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

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

by perforated aluminium sheets.

ANTIVIBRATION PADS

3.7.3.4 PARKING MANAGEMENT

3.7.3.4.1 Parking Required: Table 12: Parking Calculation

Parking Requirement

Parking Required FAR= 74776 sqm FAR/50 = 1496 ECS

3.7.3.4.2 Parking Provided:

Parking Provision Total Area Service Area Parking Area ECS

Upper Basement 14880.341 1721.451 13158.889 712

Lower Basement 15295.979 2444.045 12851.934 730

Open Surface Parking 67

Total Parking Proposed 1509 ECS

3.7.3.5 WASTE MANAGEMENT

3.7.3.5.1 MUNICIPAL SOLID WASTE

For 5810 persons, around 3174 kg/day of municipal solid waste will be generated from the

proposed site.

Figure 3-2; Anti-vibration pads



The solid waste categories and disposal method detail is shown is given in Table 13:

Table 13: Municipal Waste Management

Type of

Waste

Colours

of Bins

Category Disposal Method Total Waste (Kg/ day)

Organics Green Bio

Degradable

The waste shall be treated

in organic waste converter

and converted to manure

2222 kg/day

Recyclable Blue Recyclable Recycler 794 kg/day

Plastic Blue Recyclable Recycler 158 kg/day

Total 3174 kg/day

3.7.3.5.2 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 14: 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/Transboundary Movement) Rules,

2008, as amended in 2011.

44 lt/month

E-waste

Black

with

Label

Hazardous

Waste

E-Waste (Management & Handling) Rules,

2011 2 kg/month



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

Batteries (Management & Handling) Rules.

3.7.3.5.3 PLANTATION

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

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

aesthetic effect of the environment.

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

The trees maintain the regional ecological balance and conform to soil and hydrological

conditions. Indigenous species would be preferred.

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

well as along roads. Area under plantation/greenery is 5615.51 sq. m with trees and plants.

The trees planted are of adequate height.

3.7.3.5.4 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.

ANTICIPITATED IMPACT & MITIGATION MEASURES

3.8.1 DURING CONSTRUCTION PHASE S.

No.

Description Impacts Mitigation Measures

1. Air & Noise

Environment

Dust will be generated due to Site

clearance and emissions may be

generated due to vehicles, DG sets

and machinery/equipment etc.

Loading and unloading of

construction materials like, cement,

sand, stones, bricks, etc. will result

in dust generation.

Procurement and transport of

construction materials such as sand,

cement etc. will also result in dust

generation

Water sprinkling shall be

done to reduce the dust

during construction of

buildings.

D.G. set of 62.5 KVA shall

be provided with adequate

stack height to avoid

emissions.

Trees will be planted along

the construction site to

reduce dust & emissions.



2. Water

Environment

Soil runoff from the site leading to

off – site contamination

(Particularly during rainy season).

Improper disposal of construction

debris leading to off-site

contamination of water resources.

Disposal of domestic waste water

from temporary labour rest rooms.

Spillage of oil and grease from the

vehicle and waste water stream

generated from on-site activities.

During construction phase,

water will be provided

from the nearby

STP/tanker water supplier.

The rain water from the

construction site shall be

collected, treated & reused

for sprinkling.

Approx. 5 KLD of sewage

from labours shall be

discharged into septic tank

followed by soak pit.

3. Solid Waste The waste from labour rest

rooms/sheds would be mainly

household domestic waste

The solid waste generated during

construction phase used oil from DG

sets.

Approx. 23 kg/day

municipal solid waste shall

be generated from 150

labours which shall be

disposed off in MSW site.

Used oil whenever

generated from the DG sets

shall be kept in an isolated

area and in leak proof

container and sent to

approve recycler.

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

1. Air & Noise

Environment

Running of DG sets of

capacities 3 x 1500 KVA and 1

X 750 KVA during power

failure will 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. Fresh

water requirement of 329 KLD

shall be met by municipal

supply of Greater Noida

Authority.

Fresh water requirement shall

be reduced by using 168 KLD

treated water.

No treated will be sent to tanker

or discharged in sewer because

this will be a zero-discharge

complex.



In the proposed project, water

will be used for domestic use,

flushing, DG Cooling and

horticulture etc. Therefore,

wastewater discharge will be

liquid waste and sewage and

shall be treated in STP of 220

KLD capacity and reused in

flushing, DG cooling gardening

& Misc. purposes. Excess

treated water will be sent to

tanker.

Rain water shall be recharged

into the ground water by 6 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 of 2222

kg/day shall be disposed in

Organic waste convertor.

Used oil of 44 lit/month will be

generated from the DG sets

which shall be kept in an isolated

area and in leak proof container

and shall be given to authorised

recycler.

The generated E-waste 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



RISK ASSESSMENT



RISK ASSESSMENT

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

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

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

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

Risk assessment involves the following:

• Hazard Identification

• Vulnerability Analysis

• Risk Analysis

• Emergency Preparedness Plan

1 HAZARD IDENTIFICATION

The project is a commercial complex and there may be following types of hazards:

1.1 Natural hazard:

Earthquake

Flooding

1.2 Manmade hazard:

Health Injuries

Fire & explosion

Electrical

Mechanical

Radiation

Thermal

Chemical

2 VULNERABILITY ANALYSES

This is a commercial complex hence Hotel guests, staff & visitors are vulnerable to risks.



3 RISK ANALYSES

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

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

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

3.1 Earthquake:

The project is located at seismic zone IV where earthquake can occur from 4.0-7.0 Richter

scale.

3.2 Flooding:

The project site is located in an area where no natural river or drainage exists. However,

flooding can occur due to excess rain.

3.3 Health Injuries

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

covered to prevent falls, slips, trips etc.

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

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

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

drowning accidents.

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

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

specific emphasis against accidents failures.

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

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

chemical/ noise.

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

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

3.4 Fire & Explosion:

Since it is a Shopping Complex, fire can occur due to electrical spark or gas leakage from

kitchens.

Fire is mainly caused in due to carelessness, short circuits, and malfunctioning of gas

regulator, tube, and such related products.

3.5 Electrical:

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

accidently.



3.6 Mechanical:

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

3.7 Radiation:

Due to use of wireless equipments there may be electromagnetic radiation.

3.8 Thermal:

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

3.9 Chemical:

Chemical use in the Shopping complex limited to cleaning agents & medicines.

Disaster Management Plan

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

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

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

the complex resources, staffs, space and or supplies. Lack of any tangible plan to fall back

upon in times of disaster leads to a situation where there are many sources of command,

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

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

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

following steps:

Building will be undertaken on a periodical basis to identify the measures taken to

prevent/reduce the impact of the potential hazards.

All peoples will be encouraged to routinely assess all activities to identify potential hazards.

To make the proceedings easier, the all the persons will embark upon disaster planning using

a phase plan. The building emergency planning is divided into three phases:

1) Pre-disaster phase

Planning: Risk assessment and planning for preparedness will be done, the building plans will

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

The disaster manual: The building disaster plan shall be written down in a document form and

copies of the same should be available in all the areas of the building.

Education and training: Regular training by suitable drills shall be undertaken in this phase.

2) Disaster Phase

Phase of activation: Alter and notification of emergency.

Activation of the chain of command in the building.



Operational phase: This is the phase in which the actual tackling of mass casualties will be

performed according to the disaster/emergency plan.

Phase of deactivation: When the administration/ command of the building will be satisfied

that the influx of mass casualty victims is not continuing to overwhelm the building facilities.

3) Post Disaster Phase

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

phase will be discussed and the inadequacies will be noted for future improvements.

SAFETY MEASURES:

Management provides the opportunity to plan, prepare and when needed enables a rational

response in case of disasters/ mass casualty incidents (MCI). Disasters and mass casualties

can cause great confusion and inefficiency in the hospitals. They can overwhelm the

Commercial resources, staffs, space and or supplies. Lack of any tangible plan to fall back upon

in times of disaster leads to a situation where there are many sources of command, many

leaders, and no concerted effort to solve the problem.

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

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

following steps:

Building will be undertaken on a periodical basis to identify the measures taken to

prevent/reduce the impact of the potential hazards.

All peoples will be encouraged to routinely assess all activities to identify potential hazards.

To make the proceedings easier, the all the persons will embark upon disaster planning using

a phase plan. The building emergency planning is divided into three phases:

1) Pre-disaster phase

Planning: Risk assessment and planning for preparedness will be done, the building plans will

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

The disaster manual: The building disaster plan shall be written down in a document form and

copies of the same should be available in all the areas of the building.

Education and training: Regular training by suitable drills shall be undertaken in this phase.

2) Disaster Phase

Phase of activation: Alter and notification of emergency.

Activation of the chain of command in the building.

Operational phase: This is the phase in which the actual tackling of mass casualties will be

performed according to the disaster/emergency plan.



Phase of deactivation: When the administration/ command of the building will be satisfied

that the influx of mass casualty victims is not continuing to overwhelm the building facilities.

3) Post Disaster Phase

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

phase will be discussed and the inadequacies will be noted for future improvements.



DISCLOSURE OF THE CONSULTANT



TOPOGRAPHICAL MAP



LAYOUT PLAN



ELEVATION PLAN



BASEMENT PLAN



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