for environmental clearance of the proposed

Conceptual Plan, Form-1 & Form -1A

for Environmental Clearance of the Proposed

Hotel at Plot No.2, Wazirpur District Centre ,

Delhi

Submitted By

Prepared By

Ascenso Management & Consulting Services Pvt. Ltd.

A QCI Accredited Environmental Consulting Organization

Asrani Inns and Resorts Private Limited


TABLE OF CONTENTS

Description.............................................................................................Page No.

FORM–I .............................................................................................................................. 1-15

FORM- IA........................................................................................................................... 1-71

1. Land Environment ...............................................................................................................1

2. Water Environment ............................................................................................................11

3. Vegetation ..........................................................................................................................22

4. Fauna ..................................................................................................................................28

5. Air Environment ................................................................................................................29

6. Aesthetics ...........................................................................................................................31

7. Socio-economic Aspects ....................................................................................................32

8. Building Materials .............................................................................................................33

9. Energy Conservation ..........................................................................................................37

10. Environmental Management Plan ......................................................................................53

CONCEPTUAL PLAN ...................................................................................................... 1-20

1. Introduction ..........................................................................................................................1

2. Site Surrounding & Connectivity.........................................................................................2

3. Project Location and Description .........................................................................................6

4. Details of Building Block……………………………..………………………………….7

5. Population Detail .................................................................................................................7

6. Road and Parking Detail .....................................................................................................8

7. Landscape Development .....................................................................................................9

8. Water Requirement, Supply and Distribution ...................................................................10

7.1 Water requirement during Construction phase.....................................................…...10

7.2 Water requirement during operation phase ....................................................................... 10

7.3 Wastewater Generation................................................................................................11

9. Storm Water Drainage .......................................................................................................16

10. Rainwater Harvesting .........................................................................................................16

11. Power Requirement ............................................................................................................18

12. Solid Waste Generation and Management .........................................................................18

13. Fire Fighting System ..........................................................................................................19

14. Detail of Construction Material .........................................................................................20

LIST OF TABLES

Form-IA

Table-1: Infrastructural Details……………………………………………………………………4

Table-1(a): Parking Details…………………………………………………………………….…5

Table-1(b) Basement Area under Parking ……………………………………………………….5

Table-2: Waste Composition-During Construction Phase………………………….…...……….10

Table-3: Detail of Water Requirement ….....................................................................................13

Table-4: Summary of water requirement (Hotel + Retail)…………………………………….14

Table-5: Recycled Water Uses .......................................................................................................16

Table-6: Details of Wastewater Generation ..................................................................................17

Table-7: Runoff Calculation of the Area .......................................................................................18

Table-8: Numbers of Pits Calculation ………………………………………………………...18

Table-9: Suggested Species to be used for Greenbelt Development ............................................24

Table-10: Archeological sites within 15 Km of the project site....................................................32

Table-11: Social Infrastructure around the project site.........................…..……………….……33

Table-12: Activities during Construction and Operation along with Mitigation ……….….….45

Table-13: Environmental Management Plan – Construction and Operation Phase.....................55

Table-14: Environmental Monitoring Schedule …………...…………….……...........……..….65

Table-15: Proposed Monitoring Program for Construction Phase of the Project..........................68

Table-16: Proposed Monitoring Program for Operational Phase of the Project……… ……………68

Table-17: Environmental Documentation for Operational Phase of the Project…………..……69

Table-18: Environmental Management Cost ……………………………………….…..………71

Conceptual Plan

Table-1: Site Surroundings and Connectivity Details ....................................................................2

Table-2: Coordinates of the Project Boundary ...............................................................................6

Table-3: Area details of the proposed project site ...........................................................................6

Table-4: Details of Building Blocks ...............................................................................................7

Table-5 Floor wise details of building...................................................................................…......7

Table-6 Calculation of Population (Hotel + Retail) .........................................................................8

Table-7: Parking Details .................................................................................................................9

Table-8: Basement Area under Parking ..........................................................................................9

Table-9: Calculation of Green Area ..............................................................................................10

Table-10: Details of water requirement… .....................................................................................11

Table-11: Recycled Water Uses....................................................................................................16

Table-12: Runoff Calculation of the Area.......................................…..........................................17

Table-13: Numbers of Pits Calculation..........................................................................................17

Table-14: Proposed Solid Waste Generation Rate……………………………..………………..18

LIST OF FIGURE

Form-IA

Figure-1: Google Map showing surrounding areas of the project site within 500 m…..................3

Figure-2 Topographical map (Survey of India) of 10km radius ……….........................................4

Figure-3: Topographical map (Survey of India) of 15km radius showing Eco-sensitive area........5

Figure-4: Map showing the Seismic Zone classification of NCT....................................................7

Figure-5: Water Balance Diagram for Non-Monsoon Season...................…...............................14

Figure-6: Water Balance Diagram for Monsoon Season....................................... ......................15

Figure-7: Typical Design of Rain Water Harvesting Pit..............................................................19

Conceptual Plan

Figure-1: Google Map of 500m radius showing surroundings of the area...................………….2

Figure-2: Topographical Map of 10km radius showing surrounding area................…………....2

Figure-3: Topographical Map of 15km radius showing surrounding area..........…….…….…....5

Figure-4: Water Balance Diagram for Non-Monsoon Season …………………….....................14

Figure-5: Water Balance Diagram for Monsoon Season............................................…………...15

Figure-6: Solid Waste Management Plan………………………………………………………19

LIST OF ANNEXURE

Annexure -I Land Document

Annexure -II Environmental Clearance Letter

Annexure -III Consent To Establish

Annexure -IV Receiving of Last six monthly compliance, December

2018

Annexure-V Site Plan

Annexure -VI AAI NOC

Annexure -VII Basement cum Traffic circulation Plan

Annexure -VIII Landscape plan

Annexure- IX Geo technical report

Annexure - X Section Plan

Annexure- XI Elevation Plan

Annexure - XII Dual Plumbing Plan

Annexure- XIII Fire NOC

Proposed Expansion of Hotel at Plot No.2, Wazirpur District Center, Delhi by M/s. Asrani

Inns and Resorts Pvt. Ltd.

Consultant-Ascenso Enviro Pvt. Ltd. Page 1 of 16

APPENDIX -I

(See Paragraph – 6)

FORM-1

(I) Basic Information

Sl. No. Item Details

1. Name of the project Proposed Hotel at Plot No. 2,Wazirpur District

Center, Delhi

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 : 7,030 m2

Built up Area (FAR + Non FAR): 38,953.117 m2

4. New/Expansion/Modernization Expansion Project

5.

Existing Capacity/Area etc.

The Project earlier has received

environmental clearance vide EC letter No.

Environmental Clearance No. DPCC/SEIAA-

SEAC/200/13/1272 Dated 01/08/2014 from

SEIAA, Delhi. The earlier EC letter is

attached as Annexure-II.

But now due to internal management decision

projects has some planning to modify the

building plans hence the separate

Environmental Clearance will be sought.

The project is being developed on the total plot

area of 7,030 m2. Earlier the built up area is

27,867.49 sqm but after modification of plan

the built-up area increase to 38,953.117 m2.

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

7. Does it Attract the general condition? If

yes, please specify. No

8. Does it attract the specific condition? If

yes, please specify. No

9. Location

Plot No.2

Wazirpur District Centre

Plot/Survery/Khasra No

Village




Tehsil

Delhi

New Delhi

District

State

10. Nearest railway station/airport along with

distance in kms.

Nearest railway station is Delhi Junction

Railway Station at an aerial distance of approx. 9

km towards South- East.

Indira Gandhi International Airport at an aerial

distance of 16 km towards South.

11. Nearest Town, City, District

Headquarters along with distance in kms.

Nearest Town: Bahadurgarh-22.3 km

District Headquarters- New Delhi

12. Village Panchayats, Zilla Parishad,

Muncipal Corporation, Local body

(Complete postal addresses with

telephone nos. to be given)

Delhi Development Authority (DDA)

Vikas Sadan, New Delhi-110023.

Telephone: 011-24690431/24690435

13. Name of the applicant Mr. Jagdishprashad M Joshi

14. Registered Address Plot No.1 & 2,WazirpurDistrict Center, Netaji

Subhash Place,Delhi-110034

15. Address for correspondence:

Mr. Jagdishprashad M Joshi

Director

JMJ House,5th

Floor,Orchard Avenue,

Hiranandani Gardens, Powai,

Mumbai

400076

[email protected] 91-22-67112233 91-22-67112234

Name

Designation(Owner/Partner/CEO)

Address

Pin Code

E-Mail

Telephone No.

Fax No.

16. Details of Alternative Sites Examined, if

any, Location of these sites should be

shown on a topo sheet.

The possession of the plot no.2 was handed

over to Asrani Inns and Resorts Private Limited

by Delhi Development Authority

admeasuring 7,030sq.m.

The copy of the possession letter, (Ref. File No.

F30 (I)/2006/CL/2158 dated: 30/06/2006). No

need to examine the alternative site.

mailto:[email protected]




17. Interlinked Projects Not Applicable

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, detail of

the same and their status to be given

(a) The Forests (Conservation) Act,

1980?

(b) The Wild Life (Protection) Act,

1972?

(c) The C.R.Z. Notification, 1990?

Applicability of these rules will be examined and

if required, clearance will be taken.

22. Whether there is any Government

order/policy relevant/relating to the site?

Not Applicable.

23. Forests Land Involved (Hectares) Forest land is not involved.

24. Whether there is any litigation pending

against the project and/or land in which

the project is proposed to be setup?

(a) Name of the Court

(b) Case No.

(c) Orders/ directions of the Court, if

any and its relevance with the proposed

project.

No litigation is pending against the project

and/or land in which the project is proposed.

(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

No The selected site falls under land use as

per the Master plan of Delhi 2021 and will

be developed as per the same.




land use (with respect to local land

use plan)

The possession of the plot no.2 was

handed over to Asrani Inns and Resorts

Private Limited by Delhi Development

Authority admeasuring 7,230 sq.m. The

copy of the possession letter, (Ref. File

No. F30 (I)/2006/CL/2158 dated:

30/06/2006) is attached as Annexure-I.

The land cover project site is a fallow land

and depicts plain topography (relative

relief is less than 5m) it is anticipated that

the construction activities of the project

will be as per master plan of Delhi and

will help in increasing the aesthetic

beauty.

1.2 Clearance of existing land,

vegetation and building? No

No clearance of existing land, vegetation

and building will be required.

1.3 Creation of new land uses? No

The selected site falls under land use as







copy of the possession letter, (Ref. File

No. F30 (I)/2006/CL/3790 dated:

13/10/2006) is attached as Annexure-I.

There will be no creation of new land

uses.

1.4 Pre-construction investigations

e.g. bore houses, soil testing?

Yes Geo-Technical investigation had been

done. It is attached as Annexure- VIII.

1.5 Construction Work? Yes Construction work will be done as per

Building Plan and Building Bye Laws of

Delhi.

The basement work was started earlier

after getting the Environmental Clearance.

The Project was granted Environmental

Clearance by Ministry of Environment &




Forest, vide Letter No. DPCC/SEIAA-

SEAC/200/13/1272 Dated 01/08/2014

from SEIAA, Delhi. and the copy of

Environmental Clearance Letter is

attached as Annexure-II.

1.6 Demolition works? No Not Required

1.7 Temporary sites used for

construction works or housing of

construction workers?

Yes Site office will be provided for the

Construction Management team during

construction phase. Workers camp will be

provided. Mostly local workers will be

involved.

1.8 Above ground building, structures

or earthwork including linear

structures, cut and fill or

excavations

Yes Excavation was carried out for foundation

of buildings and basements. The total

excavated quantity of earth material will

be approx. 63,750 m3. The excavated soil

will be used in landscaping, backfilling

and other area development activities as

per building plan and Building Bye Laws

of Delhi.

1.9 Underground works including

mining or tunnelling?

No As this is the Building and Construction

project, no mining or tunnelling would be

required.

1.10 Reclamation works? No Not Applicable

1.11 Dredging? No Not Applicable

1.12 Offshore structures? No Not Applicable

1.13 Production and manufacturing

processes?

No As it is a Building and Construction

project, so these activities are not

associated with the project.

1.14 Facilities for storage of goods or

materials?

Yes Material storage yard will be developed or

constructed for storage of construction

materials.

1.15 Facilities for treatment or disposal

of solid waste or liquid effluents?

Yes Details regarding the Disposal of Liquid

Waste:

Sewage treatment plant will be installed.

1. Sewage generation– 278 KLD

2. STP capacity-300 KLD

3. ETP capacity: 60 KLD

4. Technology- Membrane Bio-Reactor

(MBR)




Details regarding the Disposal of Solid

Waste:

1.Total Solid waste generation-694 kg/day

2. Segregation, Collection and storage will

be done at the site.

1.16 Facilities for long term housing of

operational workers? No

There will be no facility for long term

housing for operational workers.

1.17 New road, rail or sea traffic during

construction or operation? Yes

Road traffic will marginally increase and

existing roads (Lala Jagat Narain Marg)

and Kabirdas Margwill be used.

1.18 New road, rail, air waterborne or

other transport infrastructure

including new or altered routes

and stations, ports, airports etc?

No Existing road (Lala Jagat Narain Marg)

and Kabirdas Marg will be used.

1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

movements?

No

Since the site is adjacent to Lala Jagat

Narain Marg and Kabirdas Marg, there

will be no need for diversion or closure of

existing traffic routes as the traffic routes

which are existing are enough for proper

control and circulation of the additional

traffic. The project shall not affect the

existing traffic status during the

construction and operational phase.

1.20 New or diverted transmission lines

or pipelines? No

There will not be any new/diverted

transmission lines or pipelines around the

project.

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 watercourses is

proposed.

1.22 Stream crossings? No No stream is crossing in the project site.

1.23 Abstraction or transfers of water

from ground or surface waters? Yes

Source of water will be municipal water

supply.

1.24 Changes in water bodies or the

land surface affecting drainage or

run-off? No

The sewage will be treated in the onsite STP

and the treated water will be used for flushing,

landscaping and HVAC Cooling tower.

Runoff will increase due to increased paved

surface. However, increased runoff will be

managed by well-designed rainwater




harvesting system and storm water

management plan.

1.25 Transport of Personnel or

materials for construction,

operation or decommissioning?

Yes Existing road Lala Jagat Narain Marg and

Kabirdas Marg will be used. During the

construction phase, about 8-10 trucks are

estimated per week. Adequate parking

space within the project site for loading

and unloading of materials will be

provided.

1.26 Long-term dismantling or

decommissioning or restoration

works?

No No Long term dismantling or

decommissioning or restoration works

will be involved.

1.27 Ongoing activity during

decommissioning which could

have an impact on the

environment?

No Not Applicable

1.28 Influx of people to an area in

either temporarily or permanently?

Yes Construction phase:

Immigrant workers (Temporarily).

Operation Phase:

Persons in Hotels (Temporarily).

1.29 Introduction of alien species? No

The landscaping will be carried out with

mainly local species and also a few

ornamental varieties of flora that are well

suited to the local conditions.

Native/Local species will be planted.

1.30 Loss of native species or genetic

diversity? No

There will be no significant impact on the

native species or genetic diversity.

1.31 Any other actions? No No

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

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

in short supply):

S. No. Information/ Checklist

confirmation

Yes/

No


quantities /rates, wherever possible

with source of information data)

2.1. Land especially

undeveloped/agricultural

No The selected site falls under land use as










copy of the possession letter, (File no. F30

(I)/2006/CL/2158) dated: 30.06.2006 is

attached as Annexure-I.

There will be no creation of new land

uses. The basement work was started

earlier after getting the Environmental

Clearance. The Project was granted

Environmental Clearance by Ministry of

Environment & Forest, vide Letter No.

DPCC/SEAC/199/SEIAA/72/2013 (dated:

1/08/2014) and the copy of Environmental

Clearance Letter is attached as

Annexure-II.

2.2. Water (expected source &

competing users) Unit: KLD

Yes Total Water requirement of the proposed

project will be 556 KLD i.e. (Total Fresh

water requirement will be 314 KLD)

Source of water would be Delhi Jal Board.

2.3. Minerals (MT) Yes Sand, Soil, Stone, Aggregates.

2.4. Construction material – stone,

aggregates, sand/soil ( expected

source – MT)

Yes List of building materials being used at

site:

Sand

Coarse aggregate

Fine aggregate

Cement

Structural Steel

Reinforcement Steel

2.5. Forests and timber (source – MT) Yes Minimum wood will be used in the

project, mainly would be used for doors.

2.6. Energy including electricity and

fuels (source, competing users)

Unit: fuel (MT), energy (MW)

Yes Power Requirement: 1980 kW

Power Back-up:

4 no. of DG Sets having total capacity of

7500 KVA (3 x 2000 kVA + 1 x 1500

kVA (on stand by))

Total Fuel Requirement: 1200 Lit/hr

Source for power: BSES




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 there of (with approximate



3.1 Use of substances or materials, which

are hazardous (as per MSIHC rules)

to human health or the environment

(flora, fauna, and water supplies)

No Diesel for DG sets will be stored in drums

in earmarked locations. It shall also be

handled as per The Manufacture, Storage

and Import of Hazardous Chemical

(Amendment) Rules, 2000.

3.2 Changes in occurrence of disease 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 such

that there will be no stagnation of water or

accumulation of waste .This will

effectively restrict the reproduction and

growth of disease vectors.

3.3 Affect the welfare of people e.g. by

changing living conditions?

Yes Due to the proposed project Socio-

Economic condition of the area will

improve. The project shall not have any

adverse effect on the living condition of

the people.

3.4 Vulnerable groups of people who

could be affected by the project e.g.

hospital patients, children, the elderly

etc.,

No The project shall not affect any vulnerable

groups of people in the vicinity.

3.5 Any other causes No Not Applicable

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

decommissioning (MT/month)


confirmation

Yes/

No

Details thereof (With approximate



4.1 Spoil, overburden or mine wastes No As this project is the Building and




Construction project, so no mine, spoil

and overburden waste will be generated

4.3 Hazardous wastes (as per Hazardous

Waste Management Rules)

Yes Used oil from the DG Sets as per the

Category 5.1, of Schedule-1 of the

Hazardous Wastes, (Management, &

Transboundary Movement) Rules, 2016.

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 S.T.P. Sludge: 196.56 kg /day (on wet

basis).

4.7 Construction or demolition wastes Yes Details of Construction waste is given

below:

1. Soil, Sand and Gravel

2.Brick and Masonry

3. Concrete

4. Metal

5. Bitumen

6.Wood

7. Other (Glass, Plastic material, paper

etc.)

4.8 Redundant machinery or equipment No Not Applicable

4.9 Contaminated soils or other materials No Not Applicable

4.10 Agricultural wastes No Not Applicable

4.11 Other solid wastes No Not Applicable

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

S.

No.

Information/Checklist

confirmation

Yes/

No




5.1 Emissions from combustion of fossil

fuels from stationary or mobile

sources

Yes DG Sets emissions during construction

and operational phase.

5.2 Emissions from production processes No Not Applicable

5.3 Emissions from materials handling

including storage or transport

Yes Fugitive Dust emission during unloading

the construction material, transportation

and earthwork (levelling etc.)

5.4 Emissions from construction

activities including construction

Yes Fugitive Dust emission during earthwork

and construction activities.




materials, sewage and waste

5.5 Dust of odours from handling of

materials including construction

materials, sewage and waste

Yes Fugitive dust during material handling and

STP sludge during operational phase.

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 Burning of waste will not be done and the

waste generated shall be managed as per

Solid Waste Management Rules, 2016.

Construction debris will be used in

internal road construction.

5.8 Emissions from any other sources No Not Applicable

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

S. No Information/Checklist

confirmation

Yes/

No




6.1 From operation of equipment e.g.

engines, ventilation plant, crushers

Yes Moderate noise will be generated from

Construction Machineries such as

Concrete mixer with hopper,

JCB/Pockline, Road roller. To avoid

this, ear muffs will be provided to the

construction workers.

6.2 From industrial or similar processes No Not Applicable

6.3 From construction or demolition Yes Moderate noise during construction.

6.4 From blasting or piling No Not Applicable

6.5 From construction or operational

traffic

Yes Moderate noise during construction

/operation traffic.

6.6 From lighting or cooling systems No Not Applicable

6.7 From Any other sources No Not Applicable

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

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


confirmation

Yes/No Details thereof (with approximate

quantities/rates, wherever

possible) with source of

information data.

7.1 From handling, storage, use or

spillage of hazardous materials

No The used oil from DG sets will be

carefully stored in HDPE drums at

isolated storage, and periodically




sold to authorized recyclers. All

precautions will be taken to avoid

spillage from storage as per Solid

Waste Management Rules, 2016

7.2 From discharge of sewage or other

effluents to water or the land

(expected mode and place of

discharge)

Yes Treated sewage from STP will be

reused for flushing, landscaping and

HVAC Cooling towers. After reuse

and recycle, excess treated water

will be discharged into sewer during

the Monsoon season.

7.3 By deposition of pollutants emitted

to air into the land or into water

No Not Applicable

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

form these sources?

No There is no such risk.

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

human health or the environment

S.N o. Information/Checklist

confirmation




information data

8.1 From explosions, spillages, fires etc

from storage, handling, use or

production of hazardous substances

No Fire Fighting: Safety measures for

the potential sources of Fire

hazards, like diesel storage for DG

sets etc. will be taken into

consideration from safety point.

8.2 From any other causes No Not Applicable.

8.3 Could the project be affected by

natural disasters causing

environmental damage (e.g. floods,

earthquakes, landslides, cloudburst

etc)?

No The project falls under seismic

active Zone IV indicating High

damage risk zone. The buildings

will be designed as earthquake

resistant and comply with the

required IS specifications.




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




information data

9.1 Lead to development of supporting

facilities, ancillary development or

development stimulated by the

project which could have impact on

the environment e.g.:

Supporting infrastructure

(roads, power supply, waste or

waste water treatment, etc.)

Housing development

Extractive industries

Supply industries

Other

Yes

No

No

No

Yes

Appropriate infrastructure like

roads, power supply, waste

management and waste water

treatment will be developed within

the project site. Development of the

area will be as per the Master Plan

of Delhi 2021.

Not Applicable

Not Applicable

Not Applicable

Hotel building/Retail Building

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

development

Yes Infrastructure development of area.

Socio Economic condition will

improve.

9.4 Have cumulative effects due to

proximity to other existing or

planned projects with similar

effects

No Negligible

(III) Environment Sensitivity

S. No.

Area Name/ Identity

Aerial distance

(within 15km)

Proposed project

location boundary

1. Areas protected under

international conventions,

national or local legislation

for their ecological,

Forest:

Central Ridge RF

Garhi Mandhu PF

Archaeological Sites:

8 km, S

7 km, E




landscape, cultural or other

related value

Red Fort

Lal Darwaza, Hauz Qazi

10.26 km, SE

9.56 km, SE

2. Areas which are important or

sensitive for ecological

reasons –Wetlands,

watercourses or other water

bodies, coastal zone,

biospheres, mountains,

forests

Forest:

Central Ridge RF

Garhi Mandhu PF

Water Bodies:

River Yamuna

8 km, S

7 km, E

8 km, E

3. Area used by protected,

important or sensitive

species of flora or fauna for

breeding, nesting, foraging,

resting, over wintering,

migration

Forest:

Central Ridge RF

Garhi Mandhu PF

8 km, S

7 km, E

4. Inland, coastal, marine or

underground waters

Inland:

River Yamuna

Ground Water:

Ground Water Depth

8 km, E

6 metres below ground

level. During heavy

rainfall, it rises upto

4.5 metres below

ground level.

5. State, National boundaries UP-Delhi State Boundary

12 km,E

6. Routes or facilities used by

the public for access to

recreation or other tourist,

pilgrim areas

None There is no Routes or

facilities used by the

public for access to

recreation or other

tourist, pilgrim areas.

7. Defence installations No There are no defence

installations near the

project site.

8. Densely populated or built-

up area

Sandesh Vihar Approx.450 m, SW




9. Areas occupied by sensitive

man-made land uses

(hospitals, schools, places of

worship, community

facilities)

List of Schools:

Guru Gobind Singh College

M.M. Public School

Ravindra Public School

List of Hospitals:

Max Hospital

Bhagvan Mahavir Hospital

Sunder Lal Jain Hospital

List of Temples:

Hanuman Mandir

Kali Mata Mandir

600 mtrs., North-East

460 mtrs., West

285 mtrs., North

450 mtrs ,East

Approx.2 km, North

3.4 km , East.

600 m, South

850 m, South-West

10. Areas containing important,

high quality or scarce

resources (ground water

resources, surface resources,

forestry, agriculture,

fisheries, tourism, minerals)

River Yamuna

Ground Water Depth

8 km, E

6 metres below ground

level. During heavy

rainfall, it rises upto

4.5 metres below

ground level.

11. Areas already subjected to

pollution or environmental

damage. (those where

existing legal environmental

standards are exceeded)

Najafgarh Drain

Wazirpur Industrial Area

5 km, S

2 km, E

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)

Yes Area is susceptible to

Earthquake. Project

area falls in Zone-IV

as High Damage Risk

Zone.

(IV) Proposed Terms of Reference for EIA studies - Not Applicable




Date: 02/03/2019

Place: Delhi

Kundan Bhanawat

Chief Executive Officer

(Authorised Signatory)


1. The projects involving clearance under coastal Regulation Zone Notification, 1991 shall

submit with the application a C.R Z map duly demarcated by one of the authorized agencies,

showing the project activities, w.r.t. C.R.Z (at the stage of TOR) and the recommendations of

the State Coastal Zone Management Authority (at the stage of EC). Simultaneous action shall

also be taken to obtain the requisite clearance under the provisions of the C.R,Z Notification,

1991 for the activities to be located in the CRZ.

2 The projects to be located within 10 km or the National parks, Sanctuaries, Biosphere

Reserves, Migratory corridors of wild Animals, the project proponent shall submit the map

duly authenticated by chief wildlife warden showing these features vis-à-vis the project

location and the recommendations or comments of the Chief Wildlife Warden’ thereon (at the Stage of EC)."

3. All correspondence with the Ministry of Environment & Forests including submission of

application for TOR/Environmental Clearance, subsequent clarifications, as may be required

from time to time, participation in the EAC Meeting on behalf of the project proponent shall

be made by the authorized signatory only. The authorized signatory should also submit a

document in support of his claim of being an authorized signatory for the specific project."

Proposed Hotel at Plot No.1, Wazirpur District Center, Delhi by M/s. Asrani Inns and Resorts

Pvt. Ltd.


APPENDIX II

(See paragraph 6)

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

CHECK LIST OF ENVIRONMENTAL IMPACTS

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

attach explanatory notes with the Form and submit along with proposed environmental

management plan & monitoring program)

1. LAND ENVIRONMENT

1.1 Will the existing land use get significantly altered from the project that is not consistent

with the surroundings? (Proposed land use must conform to the approved Master Plan /

Development Plan of the area. Change of land use if any and the statutory approval from

the competent authority to be submitted). Attach Maps of (i) site location, (ii) surrounding

features of the proposed site (within 500meters) and (iii) the site (indicating levels &

contours) to appropriate scales. If not available attach only conceptual plans.

M/s Asrani Inns and Resorts Pvt. Ltd. has been allotted the land vide allotment cum conveyance

Deed and possession letter for Plot-2 vide (File no. F30 (2)/2006/CL/3790) dated: 30.06.2006.

The copy of Land Documents is attached as Annexure-I.

The Project earlier has received environmental clearance vide EC letter No. Environmental

Clearance No. DPCC/SEIAA-SEAC/200/131272 Dated 01/08/2014 from SEIAA, Delhi. The

earlier EC letter is attached as Annexure-II.

The project had been granted Consent to Establish (CTE) by Delhi Pollution Control Committee

(DPCC) vide Certificate No. O-023449 dated 19.12.2014. The copy of CTE certificate is

attached as Annexure-III.

Regular compliance report of the EC is being submitted. Receiving of latest compliance report

are attached as Annexure IV.

But now due to internal management decision projects has some planning to modify the building

plans hence the separate Environmental Clearance will be sought.


Pvt. Ltd.


The project is being developed on the total plot area of 7,030 m2. Earlier the built up area is

27,867.49 Sqm but after modification of plan the buildup area increase to 38,958.524 m2.

The development to be done is in accordance with Delhi Master Plan 2021. Considering the

above; the existing land use is not expected to get altered due to construction of proposed

project.

The Project is designated under Category “B” and falls under Item 8(a) (Building & Construction Project) of the Environmental Impact Assessment (EIA) Notification of September 14, 2006 and

its amendments. Site Plan along with Area statement and details of building blocks is attached as

Annexure- V.

Google image showing surrounding features of within 500 m is shown as Figure-1.

Topographical map (Survey of India) of 10km radius showing surrounding area is shown as

Figure-2.

Topographical map (Survey of India) of 15km radius showing Eco-sensitive area is shown as

Figure-3.


Pvt. Ltd.


Figure-1: Google Map of 500m radius showing surroundings of the area


Pvt. Ltd.


Figure-2: Topographical map (Survey of India) of 10km radius showing surrounding area


Pvt. Ltd.


Figure-3: Topographical map (Survey of India) of 15km radius showing Eco-sensitive area


Pvt. Ltd.


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

consumption, power requirement, connectivity, community facilities, parking needs etc.

Table-1 shows the list of major project requirements:

Table-1 Infrastructural Details

S. No. Detail

1. Total Plot Area 7,030 m2

2. Built-up Area 38,958.524 m2

3. Total Water Consumption 523 KLD

4. Total Freshwater Requirement 298 KLD

5. Power Requirement 2725 KW

6. Power Backup 3 DG sets of 2000 KVA and 1 DG set

of 1500 KVA (on stand by)

7. Total Parking proposed 517 ECS

Connectivity

1. Nearest Railway Station Nearest railway station is Delhi

Junction Railway Station at an aerial

distance of approx. 9 km towards

South-East.

2. Nearest Airport Indira Gandhi International Airport at

an aerial distance of approx. 16

towards South.

Land Area:-M/s Asrani Inns and Resorts Pvt. Ltd. has Proposed Hotel at Plot-1, Wazirpur

District Centre, Delhi-110052 on the total plot area of 7,030 m2. The total built up area is

38,958.524 m2

AAI NOC is attached as Annexure-VI.

Water Consumption: Water requirement during the operational phase is met through Municipal

Council. The total water requirement for the project is 523 KLD. This includes domestic water

requirement, flushing, landscaping, cooling tower makeup, swimming pool, Laundry, RO plant,

Kitchen demand, filter back wash and for firefighting tank. The total fresh water requirement is

298 KLD which includes Domestic water requirement. The water requirement for Flushing,

HVAC Cooling, road washing and landscaping will be met through treated water from STP.


Pvt. Ltd.


Power Requirement: The total electrical load demand is 2725 KW. The source of power supply

is New Delhi Municipal Council.

In case of power failure, 3 DG sets of 2000 KVA capacity are provided for backup power supply

system and 1 DG set of 1500 kVA will be on standby. All 4 Nos. DG Sets are fully synchronized

with AMF, Auto Load Management and Auto Load Sharing thru PLC / PCCM (Power

Command Control module) for optimum utilization of backup system. The DG sets are water

cooled.

Parking Details- The total parking proposed is 517 ECS and parking required is 503 ECS.

The detailed Parking details are provided in the Table-1(a). The comparative parking details are

given in Table-1(b).

Table-1(a): Parking Details

Description Norms (As per Delhi Building Bye Laws) Parking (E.C.S.)

Parking

Required

3 ECS/100 sq.m of FAR (16,839.183 m2) 505.1

Total ECS required 505

Basement Area under Parking 14531.086

Total ECS Proposed (@ 32 sqm/ECS for

Normal Car Park & 16 Sqm/ECS for

Stacked Parking)

517

Table-1(b): Basement Area under Parking

S.

No.

Surface / Basement Basement Area under

Services (sq.mtrs.)

1 Basement-1 2465.299

2 Basement-2 810.212



Total Area under

services

4336.617

Total Area under

Parking

14531.086

Basement cum Traffic Circulation Plans are attached as Annexure- VIII.


Pvt. Ltd.


1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the

proposed site? (Such as open spaces, community facilities, details of the existing land use,

disturbance to the local ecology).

In the proposal, the ground coverage, the floor area ratio, the setbacks, heights of buildings, and

parking provisions are as per the DDA bye laws. All kinds of community facilities like shops,

hospitals, schools, etc. are situated within two km of the site. None of the project activities will

result in any adverse impact on the existing facilities adjacent to the proposed site. DDA has

developed all necessary infrastructures like roads, drainage, piped water supply, and

electrification near the project site. Commercial Centre exists close to the project site. The

proposed project site is designated for the intended purpose and as per the Master Plan.

The main areas of concern which will pose a significant impact are Emissions from D.G. Sets,

Noise from D.G. Sets and Sewerage discharge. Mitigation options that are proposed are

mentioned below,

i. Emission from the numbers of DG sets: Proper stack height will be provided as per

CPCB/MoEF&CC guidelines;

ii. Noise from DG sets: Acoustic enclosure will be provided for D.G. sets.

iii. A Sewage Treatment Plant (STP) of capacity 300 KLD and 60 KLD ETP (situated at Plot no.1)

is proposed and the treated water will be reused for landscaping, flushing and HVAC Cooling

purposes.

Further, there shall not be any change in the land use pattern due to the proposed project.

Currently, there is no construction on the area. The area is marked as per Delhi Master Plan

2021.

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).

As the topography in and around the site is mostly plain with no slope, digging of the site at the

beginning of the construction work would not result any significant effect on soil erosion and silt

run off, even during the heavy rains. The average elevation of land surface in the project area is

about 225 m above MSL. The project requires extensive work on the excavation and removal of

soil and hence will temporarily affect soil structure and stability localized. Apart from a very

localized constructional impacts at the project site, no significant adverse impact on the soil in

the surrounding area is anticipated. Most of the top soil and excavated soil will be reused within

the site itself. This will avoid any use of soil from outside. Also, ready mix construction method


Pvt. Ltd.


will be followed for the construction, which will reduce stress on soil environment of the site.

During the operation phase, landscape will be carefully designed.

A Geotechnical investigation report is attached as Annexure-IX.

Seismicity:

The whole country has been divided into 5 Seismic zones as per maximum intensity of

„Modified Mercalli Scale‟ (MMS). The project site lies in Seismic Zone IV, called as „High

Damage Risk Zone‟.

Seismic zone classification of National Capital Territory is shown in Figure 2.

Source: Indian Meteorological Department

Figure-4: Map showing the Seismic Zone classification of NCT


Pvt. Ltd.


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).

Drainage has two aspects – flood protection and storm water discharge, which are interrelated.

The storm water and flood protection in Delhi are not local but have regional bearing including

areas of Haryana and Rajasthan. The main drainage system of Delhi is such that all water

collected through main drains, link drains and small rivulets is discharged into Yamuna. On the

basis of topographical characteristics and existing drainage network, NCT of Delhi has been

divided into five drainage basins namely Najafgarh, Alipur, Shahdara, Khushak nallah and

Mehrauli. The major portion of NCT – Delhi is being drained by Najafgarh drain leading to

Yamuna River. Most of these drains mainly carry the urban sewage and industrial effluents. The

relief and soil conditions cause localized stagnation during rainy season. During high rains and

high floods in Yamuna River, the drainage system becomes ineffective as the outlets of rainwater

blocked.

1.6 What are the quantities of earthwork involved in the construction activity-cutting,

filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of

fill materials from outside the site etc?)

The only earth work involved is on account of the three level basements proposed for parking of

vehicles. The existing levels of the site result in a gradual slope from the south west part of the

site to the north east boundary of the site. Part of the excavated soil will be used to augment the

slope of the site for proper drainage. During the construction activity, it is expected that no fill

materials will be transported from outside. The total quantity of earthwork involved is estimated

to be about 63,750 m3 including the cut and fill requirements. No reclamation is involved on the

site. The details of quantity usage of soil within the site are mentioned below:

Backfilling ~13,750 m3

Landscaping ~7,500 m3

Surplus earth ~42,500 m3

It is expected the surplus earth will be utilized to fill the low lying area nearby and after

authorization from the civic authority.

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

Water required during the construction period will be supplied through private water tankers.

Water will be used in the construction activity for cement mixing, sprinkling, dust

suppression and domestic purposes of the construction workers.


Pvt. Ltd.


The only source of wastewater during the construction is domestic sewage of construction

workers and water used in construction activities and it will be disposed by septic tanks.

Waste to be generated during the construction period includes construction waste and solid

waste that will be stored in a separate covered area so as to prevent damage to property and

personnel working at the project site. Further, most of the construction debris will be used for

filling activities and the rest will be disposed of through authorized recyclers. Major types of

construction wastes are expected from the proposed Project: -

Clean Fills:

Clean fill is uncontaminated soil, rock, sand, gravel, concrete, asphaltic concrete, cinder

blocks brick, minimal amounts of wood and metal and inert (non-reactive) solids for fill,

reclamation or other beneficial use. Minimal means the smallest amount possible.

Recovered Materials

Recovered Materials are those removed for reuse (lumber, doors, windows, ceramic tile

and glass) and those removed to be recycled into new products. Potentially recyclable

construction and demolition wastes will include scrap metals, asphalt shingles, sheet

rock, lumber, glass and electrical wire.

Regulated construction and demolition waste

Regulated construction and demolition wastes are those not classified as clean fill and not

being reused or recycled. Regulated non-hazardous construction and demolition wastes

will be disposed off at a permitted landfill or transfer station.

Scrap metal painted with heavy metals will be sent to a salvage yard for recycling. If this

would not possible, the metal would be disposed off at a sanitary or demolition landfill.

Asbestos containing material

Buildings may contain asbestos in materials such as ceiling or floor tile, as insulation or

soundproofing on ceilings, pipes, ductwork or boilers, or on the outside as transit siding

or in shingles. The presence of asbestos-containing materials cannot be confirmed just by

looking.

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).


Pvt. Ltd.


There are no low lying areas and wetlands in near vicinity of the project site. The topography

in and around the site is mostly plain with no slope. Thus no impacts are envisaged on any

low lying areas or wet lands due to the proposed project activities.

1.9 Whether construction debris & waste during construction cause health hazard? (Give

quantities of various types of wastes generated during construction including the

construction labor and the means of disposal).

No significant health hazard is associated with the proposed construction.

During construction period, source of fugitive dust generation will be material handling and

vehicular movement. Impact due to fugitive dust emission is negligible as water sprinklers

will be used to suppress fugitive dust emission as and when generate. However, the impacts

will be confined to laborers/workers particularly with regard to occupational exposure.

Proper Personal Protective Equipment will be provided to the workers working in the

potential areas (e.g. masks, ear plugs etc.).

Careful design, planning and good site management would minimize waste of materials such

as concrete, mortars and cement grouts. Construction wastes will be segregated as much as

possible at site itself to increase the feasibility of recycling concrete and masonry as filling

material and steel pieces as saleable scrap. Litter disposal and collection points will be

established around the work sites. Empty packaging materials, drums, glass, tin, paper,

plastic, pet bottles, wood, thermocol and other packaging materials, etc will be disposed

through recyclers. The construction spoils will be temporarily stored at designated dumpsite

located inside the site premises. Later on these wastes will be used for land filling / leveling

work within the site premises. An estimate of the average composition of waste generated

from the onsite construction activities given in Table-2.

Table-2: Waste Composition - During Construction Phase

Sl. No. Constituents Percentage Composition

1 Soil, Sand and Gravel 34.99

2 Brick and Masonry 29.95

3 Concrete 24.98

4 Metal 4.97

5 Bitumen 2.04

6 Wood 2.04

7 Other 1.02

Total 100

Source: TIFAC Report “Utilization of Waste from Construction Industry,” 2001


Pvt. Ltd.


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 main water requirement of the proposed hotel will be for the following purposes:

a) Domestic requirements (in Guest Rooms, Visitors‟ Public Area, Restaurants, Banquets,

Meeting Rooms, Health Club, Kitchen etc.)

Drinking

Sanitation (Flushing in Toilets, Washbasins, Bathing etc.)

Cooking

b) Process water requirements

Hot Water Generators (Primary Circuit) Make up (The hot water generators are

proposed for catering to domestic hot water heating, kitchen, and swimming pool

heating)

Swimming Pool Make-up

HVAC Cooling

DG Set Cooling

Landscaping

Source of water supply: Delhi Jal Board


Pvt. Ltd.


Table-3: Details of water requirement

Description Total

Population /

Area

Unit Water

Consumption

(LPCD)

Total Water

Requirement

(KLD)

Domestic Cold

Water

Requirement

(KLD)

Domestic hot Water

Requirement

(KLD)

Total hot + Cold water

Requirement

(KLD)

Flushing

Requirement

(KLD)

Wastewater

Generation

(KLD)

Hotel Population

Keys 306 320 97.92 47.43 32.13 79.56 18.36 83.232

Hotel Staff Permanent (40) +

Banquet & Specialty

Restaurant staff permanent (79)

119 135 15.39 6.27 4.165 10.435 5.355 13.4215

Hotel Day Staff (40) +

Banquet & Specialty

Restaurant day staff (79)

119 45 5.355 2.28 0.595 2.875 2.38 4.46675

Visitors 165 15 2.475 0.825 0.825 1.65 0.825 2.10375

For Kitchen 306x3 + 80x2 +

770x2+1778x2) = 4634 @ 12

Lit per meal

4634 12 55.608 37.072 18.536 55.608 ……. 47.2668

R.O. Plant for Drinking water

for guest room and

preparation of food &

beverages

….. ….. 29 29 …….. 29 ….. 14.5

Banquet halls 1778 15 26.67 8.89 8.89 17.78 8.89 22.6695

Specialty Restaurant 334 70 23.38 11.69 6.68 18.37 5.01 19.873

Gym & Spa 609 15 9.135 3.571 3.095 8.666 3.095 10.0278

Water for laundry @ 8 Kg /

guest room / day (Total 1088

Kg / day) & 20 Lit /Kg

1,224 20 29.92 17.952 11.968 29.92 …. 26.928


Pvt. Ltd.


Description Total

Population /

Area

Unit Water

Consumption

(LPCD)

Total Water

Requirement

(KLD)

Domestic Cold

Water

Requirement

Domestic hot Water

Requirement

Total hot + Cold water

Requirement

Flushing

Requirement

(KLD)

Wastewater

Generation

(KLD) Retail (Visitors) 0 First Floor 297 15 4.455 1.485 -- 1.4885 2.97 3.78675 Second Floor 267 15 4.005 1.335 1.335 2.67 3.40425

Day staff (salesmen) in shops (30 shops)

50 45 2.25 1.25

1.25 1 1.9125

Admin / security staff 70 45 3.15 1.75 1.75 1.4 2.6775 Miscellaneous water

requirement for Hotel / Retail /

Office

0

Make up water for cooling tower

of A/C plant (150000 LPD) ….. ….. 170 …. ……….. 0 170 0

Landscaping water requirement

for 30% of plot area = 2434 m2

@ 1 Lit / m2

….. ….. 10.5 …. ……….. 0 ……….. …..

Road Washing ….. ….. 5 ….. ….. ….. ……….. WTP Backwash & regeneration ….. ….. 8 8 8 ….. 6.8

Mopping & Washing ….. ….. 2 2 …. 2 Swimming Pool (For Hotel)

make-up water ….. ….. 18 18

18 ….. …..

Fire Fighting ….. ….. 6.00 …. ……. 0 ….. ….. Total 9972 522.773 195.01 84.453 279.47 237.41 254.51

Total (Rounding off)

(Lit/Day) 9972 523 195 84.00 279 237 255


Pvt. Ltd.


Table-4: Summary of water requirement (Hotel + Retail)

Water requirement summary(Hotel + Retail) KLD

Total Gross Water Requirement 556

Total Flushing Water Requirement 73

Total Domestic & Drinking Water Requirement 266

Total Swimming Pool requirement 18


Pvt. Ltd.


Figure-5: Water Balance Diagram for Non-Monsoon Season Zero Liquid Discharge


Pvt. Ltd.


Figure-6: Water Balance Diagram for Monsoon Season Zero Liquid Discharge


Pvt. Ltd.


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

The proposed source of water is Delhi Jal Board. The total fresh water requirement for the

proposed project is approx. 298 KLD.

2.3. What is the quality of water required, in case, the supply is not from a municipal source?

(Provide physical, chemical, biological characteristics with class of water quality)

The source of water supply is from Delhi Jal Board. Permission from competent authority will be

sought if ground water is abstracted.

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 waste water generated is 255 KLD (Sewage + laundry), which will be treated in the STP of

capacity higher than the waste water generated i.e. 300 KLD (300 KLD STP and 60 KLD ETP,

which was situated at Plot No. 1). The 60 KLD Effluent Treatment Plant (ETP) is situated as site

Plot no. 1 which is common for both Asrani Inns & Resorts Pvt. Ltd. Plot 1 & Plot 2. The 21

KLD wastewater released from laundry effluents at Plot No. 2 has been treated in the same. The

treated water available is 245 KLD (@ of 90%) and it will be recycled and re-used for flushing,

road washing, landscaping, HVAC makeup, DG cooling, thus achieving Zero Liquid

Discharge. During monsoon season, as there will be less water requirement for landscaping, the

excess treated water to be discharged to sewer shall be in tune of 11 KLD. The details of

recycled water uses are provided in Table-11 below.

Table-5 Recycled Water Uses

Treated

Water Flushing

Landscaping

and road

washing

DG

Cooling

Road

washing

Mopping

and

Washing

HVAC

Cooling

Discharge

to

Sewer

Non-

Monsoon

Season

245

KLD

6 KLD 11KLD 20 KLD 5 KLD 2 KLD 170

KLD

0 KLD

Monsoon

Season

245

KLD 6 KLD 0 KLD 20 KLD

5 KLD 2 KLD 170

KLD

11 KLD

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).

No adverse impact or diversion of water resources is expected from the proposed Project.


Pvt. Ltd.


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 proposed waste water generation is given in Table-6

Table-6: Details of Wastewater Generation

Details Water (KLD)

Water requirement for domestic & Drinking purpose 194

Wastewater generated from domestic use (@ 80% of domestic

water requirement) 153

Water requirement for Flushing Purpose 52

Wastewater generated from Flushing (@ 100% of flushing

requirement) 52

Miscellaneous (Laundry, Back wash wastewater, RO Plant

Reject) 50

Total Wastewater generated 255

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

facilities created.

(i) Rainwater Collection Potential for Reuse or Recharging

Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater

will be stored for direct use or for recharging the groundwater. Rain Water Harvesting is the

technique through which rain water is captured from the roof and paved surfaces and stored

in sub-surface ground water reservoir by adopting artificial recharge techniques. The run off

calculations for Rain Water Harvesting are shown in Table-7 and for pits in Table-8. Typical

design of Rain water harvesting pit is provided in the Figure-5.


Pvt. Ltd.


Table-7: Runoff Calculation of the Area

Table-8: Numbers of Pits Calculation

As per the calculation provided above, the nos. of RWH Pits is required 1, but we are proposing

8 no. of RWH pit as per MOEFCC notification number S.O. 3999( E) dated 09 December 2016.

S.

No. Type of Surface

Catchment

Area (m2)

Runoff

Coefficient

Intensity of

Rainfall

(mm/hr)

Intensity

of Rainfall

(m/hr)

Runoff

(m3 /hr)

1. Total Roof /Terrace

Area 3,106.28 0.85 11 0.011 29.04

Total Runoff (m3/hr) 29.04

S. No. Diameter of the

Pit

Depth of the

Pit

Volume of

the Pit

Runoff in

15 minutes

No. of

pits

required

No. of pits

proposed

1. 1.5 m 3 m 5.30 m3 7.26 1 4 pits


Pvt. Ltd.


Figure-7: Typical Design of Rain Water Harvesting Pit

2.8. What would be the impact of the land use changes occurring due to the proposed project

on the runoff characteristics (quantitative as well as qualitative) of the area in the post

construction phase on a long term basis? Would it aggravate the problems of flooding or

water logging in any way?

There will not be such impact as the proposed project will be developed on a land base.

As the project site is almost plain land and the topography of the site is not anticipated to

change due to the project activities, hence, no impacts are expected on the drainage profile or

runoff characteristics after construction phase.

A network of storm water drain is proposed all along the direction along the main roads and

cross roads of suitable area size. All storm water drains will be covered with RC slabs so as to


Pvt. Ltd.


prevent the entry of soil and dust. Storm water collected through storm water drains and

discharged into existing Storm Water Drains. Storm water drains will be constructed on all

the edges of roads.

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)

Adequate management measures are suggested to protect the water quality during construction

phase. Excavation during monsoon season will be avoided. Care would be taken to avoid soil

erosion. Community toilets shall be constructed on the site during construction phase and the

wastewater will be channelized to the septic tank in order to prevent wastewater from entering the

water bodies. Any area with loose debris within the site shall be planted. To prevent surface and

ground water contamination by oil/grease, leak proof containers would be used for storage and

transportation of oil/grease. The floors of oil/grease handling area would be kept effectively

impervious. Collection and settling of storm water, prohibition of equipment wash downs, and

prevention of soil loss and toxic release from the construction site will be adhered to minimize

water pollution.

2.10. What precautions/measures are taken to prevent the runoff from construction activities

polluting land & aquifers? (Give details of quantities and the measures taken to avoid the

adverse impacts)

Most of the storm water produced on site will be harvested for ground water recharge. Thus proper

management of this resource is a must to ensure that it is free of contamination. A detailed Storm

Water Management Plan will be developed which will consider the sources of storm water. The

plan will incorporate best management practices which will include the following:

Regular inspection and cleaning of storm drains.

Installation of clarifiers or Oil/Water separators system of adequate capacity around

parking areas and garages as per requirement.

Cover waste storage areas.

Avoid application of pesticides and herbicides before wet season.

Conducting routine inspections to ensure cleanliness.

Preparation of spill response plans, particularly for fuel and oil storage areas.

Provision of silt traps in storm water drains.

Good housekeeping in the above areas.


Pvt. Ltd.


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).

No, mostly local laborers will be employed during the construction phase and thus negligible

quantities of wastes will be generated. Mobile toilets will be provided and the wastewater

generated will be collected in septic tanks.

2.12. Will the deployment of construction laborers particularly in the peak period lead to

unsanitary conditions around the project site (Justify with proper explanation).

The 255 KLD sewage generated will be treated in the onsite STP, and the capacity of Sewage

Treatment Plant (STP) will be higher of waste water generated i.e. 300 KLD and the 22 KLD

waste water from laundry will be treat on 60 KLD ETP

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 generated from the site is 255 KLD. An STP of capacity 300 KLD (300 KLD STP

and 60 KLD ETP) is proposed by the project.

Proposed Technology

Membrane Bio-Reactor (MBR) Technology is proposed.

This technology combines the aeration and secondary clarifier in one and the same tank by

sucking out the aerated mixed liquor through membranes instead of settling in a separate

downstream tank and to that extent, it does yield a treated sewage with BOD <5mg/L and

suspended solids <5mg/L and hence being clear and virtually transparent treated effluent.

Besides its claimed ability to hold and sustain mixed liquor suspended solids (MLSS) of three to

four times than what is possible in the conventional aeration tanks which in turn offers

minimization of the footprint of the treatment plant. Diffused aeration is of course needed. The

membrane is a matter of proprietorship and the throughput per membrane module offered by

various vendors are different and also each vendor advocates various shapes of the membranes

as flat sheet, cross flow, dead end flow etc, which makes it difficult for common validated

standard design criteria.


Pvt. Ltd.


Advantages:

High quality effluent for reuse without separate nutrient removal and fine Filtration

Compact system reduces plant footprint by 25-40% compared to conventional STP.

These membranes are stated to be durable to ensure reliability and long membrane life,

and low membrane replacement frequency.

The modular system is expandable higher stability to organic shocks /upsets due to higher

MLSS concentration.

The process operates under low suction, the ideal filtration method for small to large-

scale membrane facilities, hence low power consumption.

Automated system makes the process operations easier to operate.

Disadvantages:

Each vendor advocates his own criteria for the membranes and their types which make it

difficult to bring about a common and validated design criteria.

It is not possible to cannibalize the system between different manufacturers.

High reliance on energy input in the absence of bio methanation.

Patented process technology and decanters defying local cannibalization.

2.14. Give details of dual plumbing system if treated waste is used for flushing of toilets or any

other use.

Dual plumbing system that utilizes separate piping systems for freshwater and recycled

wastewater will be adopted for the project. Treated water from the on-site STP is estimated at

245 KLD. The recycled water system shall utilize this treated water and serve for non-contact

uses such as flushing, horticulture, HVAC cooling etc.

Dual Plumbing Plan is attached as Annexure-XII

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)


Pvt. Ltd.


There is no such area within 10km radius of the project site. Even the local flora and other

species will not be affected due to the pre and post construction activities. Also, there are no eco-

sensitive areas in the project vicinity.

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 trees are required to be cut.

3.3. What are the measures proposed to be taken to minimize the likely impacts on important

site features (Give details of proposal for tree plantation, landscaping, creation of water

bodies etc along with a layout plan to an appropriate scale?)

The capability of plants to act as a sink for air contaminants has been addressed by a number of

reviews. Various studies indicate that the surface of vegetation provides a major filtration and

reaction surface to the atmosphere for removing pollutants from the atmosphere. Therefore, the

green belt is essential feature of any developmental project because it acts as a pollution

cleansing region, improvement of the aesthetic value of the project and a noise buffer.

The suggested trees and shrubs are given in Table-9.


Pvt. Ltd.


Table-9: Suggested Species to be used for Greenbelt Development

S.

No.

Scientific Name English

Name

Common

Name

Family Role in Pollution

Abatement

A. Tree Species (10 to15 mtrs.)

1. Delonix regia (Bojer)

Rafin

Flame

Boyant

Red

Gulmohur

Caesalpinaceae

Fast growing,

deciduous,

flowering in April-

June

and tolerant to air

pollution

2. Jacaranda mimosaefolia - Blue

Gulmohar

Bignoniaceae Fast growing,

deciduous,

flowering in April-

June and tolerant

to air pollution

3. Khurejia sp. Light Red

Flowers

4. Saraca ashoka Ashok

Tree

Ashok Caesalpiniaceae Fast growing,

evergreen and

tolerant to air

pollution

5. Bauhinia purpurea Linn. Butterfly

Tree

Kachnar Caesalpiniaceae Fast growing,

deciduous,

flowering in April-

June

and tolerant to air

pollution

6. Cassia siamea Lamk. Iron Wood

Tree

Kannai Caesalpiniaceae Fast growing,

evergreen,

flowering in

February – April,

September-

October and

tolerant to air

pollution

7. Cassia fistula Linn. Indian

Laburnum

Amaltash Caesalpiniaceae Fast growing,

deciduous,

flowering in

March-May

and tolerant to air

pollution


Pvt. Ltd.


S.

No.


Name

Common

Name


Abatement

8. Lagerstroemia speciosa

Linn

Queen

Crape

Myrte

Larool Lythraceae Fast growing,

evergreen,

flowering in April-

June and tolerant

to air pollution

9. Callistemon citrinus

(Curtis) Stapf

Scarlet

Bottle

Brush

Bottle

brush,

Myrtaceae Slow growing,

evergreen,

flowering

throughout the

year and tolerant to

air pollution

B. Shrubs (1 ft. from Earth)

1. Hamelia patens Jacq. Scarlet

Bush

- Rubiaceae Fast growing,

evergreen,

flowering in

October – January

and tolerant to air

pollution

2. Jatropha Sp. Red

Jatropha

- Euphorbiaceae Fast growing and

deciduous

3. Hibiscus rosa-chinensis

Linn.

Chinese

Hibiscus

Gurhal Malvaceae Fast growing,

evergreen,

flowering

throughout the

year and

propagation can be

done by cutting.

C. Creepers


Pvt. Ltd.


S.

No.


Name

Common

Name


Abatement

1. Quisqualis indica Linn. Rangoon

Creeper

Madhumati

Orange

Combretaceae The plant is used

as an herbal

medicine.

Decoctions of the

root, seed or fruit

can be used as

antihelmintic to

expel parasitic

worms or for

alleviating

diarrhea. Fruit

decoction can also

be used for

gargling. The fruits

are also used to

combat nephritis.

Leaves can be used

to relieve pain

caused by fever.

The roots are used

to treat

rheumatism.

2. Clerodendron

spelendence

Dark Red

Flower

- Lamiaceae Fast growing and

used for

ornamental

purpose.

3. Hiptage madablota

Gaertn.

Malti Malpighiaceae

Fast growing and

used for

ornamental

purpose.

D. Species for Ground Coverage

1. Ipomoea lacunosa Convolvulaceae Fast growing and

used for

ornamental

purpose.


Pvt. Ltd.


S.

No.


Name

Common

Name


Abatement

2. Asparagus racemosus Satavari Liliaceae Fast growing and

used for greenery

purpose. The

species have also

high medicinal

value in

international

market.

3. Alternanthera sessilis - - Amaranthaceae Fast growing and

used for greenery

and ornamental

purpose.

4. Buddleja

madagascariensis Lam. Orange

Buddleia

Smokebush

,

Buddleiaceae It is a fragrant

ornamental

shrub with a

sprawling habit

that is cultivated.

This species is an

aggressive plant

that is capable of

spreading beyond

the confines of the

garden.

E. Ornamental Plant (Short Height)

1. Ficus panda - - Ficaceae Fast growing,

evergreen and used

as bonsai for

ornamental

purpose.

2. Ficus banjamina Linn. Chilubar - Ficaceae Fast growing,

evergreen,

flowering in

September to

November.

3. Ficus nuda - - Ficaceae Fast growing,

evergreen and used

as bonsai for

ornamental

purpose.

http://www.google.co.in/url?sa=t&rct=j&q=&esrc=s&source=web&cd=2&cad=rja&ved=0CDAQFjAB&url=http%3A%2F%2Fkeys.lucidcentral.org%2Fkeys%2Fv3%2Feafrinet%2Fweeds%2Fkey%2Fweeds%2FMedia%2FHtml%2FBuddleja_madagascariensis_%28Orange_Buddleia%29.htm&ei=EgyjUqKfCeiBiQfa24DQDA&usg=AFQjCNG-7BTlFIo49gYq1iyrrQ-1fpRlKQ

http://www.google.co.in/url?sa=t&rct=j&q=&esrc=s&source=web&cd=2&cad=rja&ved=0CDAQFjAB&url=http%3A%2F%2Fkeys.lucidcentral.org%2Fkeys%2Fv3%2Feafrinet%2Fweeds%2Fkey%2Fweeds%2FMedia%2FHtml%2FBuddleja_madagascariensis_%28Orange_Buddleia%29.htm&ei=EgyjUqKfCeiBiQfa24DQDA&usg=AFQjCNG-7BTlFIo49gYq1iyrrQ-1fpRlKQ


Pvt. Ltd.


S.

No.


Name

Common

Name


Abatement

4. Juniperus communis Common

Juniper

- Pinaceae Fast growing,

evergreen,

flowering in March

to April.

5. Livistonia chinensis, China

Palm

- Palmaceae China Palm Tree

would entice

everyone with its

excellent quality

and visually

appealing

appearance and is

widely used for

enhancing the

visual beauty of

the place. This

China Palm Tree is

renowned for its

ability to circulate

the fresh and pure

air in the

environment and

supply pure

oxygen in bulk

capacities.

Impact will be minimized by existing green cover and soft landscape. Green area of 1,849 m2

is proposed at the project site.

Landscape plan is attached as Annexure-VIII.

4. FAUNA

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

barriers for their movement? Provide the details.

No

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

No


Pvt. Ltd.


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 only source of air emissions will be the D.G Sets that will be installed as a power backup

during power failure. Hence, there will not be any significant increase in the concentration of

PM10, PM2.5, SO2, NO2, CO.

Further, in the construction project there is no major source of gaseous pollutants are

associated and prediction of pollutants would be required for the projects associated with

major air pollution sources. Considering these chances of pollution associated with vehicular

congestion is almost negligible.

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.

Source of dust would be material handling during construction and ground activities. Sources

of smoke would be DG sets and there will not be any hazardous gaseous emission from the

proposed project.

During construction period dust will be controlled by sprinkling of water.

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.

No, the proposed project will not create shortage of parking space for the vehicle. The

proposed project will have sufficient parking facilities and space.

Parking facility will be provided as per the norms and standards of the Delhi Building bye

Laws.


Pvt. Ltd.


The parking spaces are provided on the surface and in the basement. The total parking

required for the proposed Hotel project is 517 ECS as per the Building Byelaws of Delhi

while parking provided is 505 ECS.

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

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

Internal road width is proposed to be 6m for internal traffic management.

Site Plan showing internal roads is attached as Annexure-V.

5.5. Will there be significant increase in traffic noise & vibrations? Give details of the sources

and the measures proposed for mitigation of the above.

There would not be any significant increase in traffic noise and vibration due to the proposed

project. Source of noise would be vehicular movement. The green belt around the project site

will act as effective noise and dust absorber.

All tolerant plants are not necessarily good for green belts e.g. Xerophytes with sunken

stomata can withstand pollution by avoidance but are poor absorbers of pollutants due to low

gaseous exchange capacity. Therefore selection of plants is very important in green belt

development for effective removal of suspended particulate matter and for absorption of

gases.

5.6. What will be the impact of DG sets & other equipment on noise levels & vibration in &

ambient air quality around the project site? Provide details.

As regards DG sets, these shall be provided with acoustic chambers ensuring maximum

outside noise level of 70-75 dB (A) at 1.0 m distance.

The noise level from the DG sets will be maximum 75 dB (A) (at 1.0 m distance) as per the

prescribed compliance standards of the MoEF. The resultant outside noise level expected

from diesel generator sources in simultaneous operation but housed in a efficient acoustic

enclosure shall not exceed 75 dB (A).

Even if the DG sets are housed separately, the total resultant maximum sound pressure level of

the DG sets operating together would not be more than 75 dB (A) by the addition of sound

intensities, based on equation used for calculating cumulative noise.

Leq,T = 10 log{1/n n∑i=110

Li/10}

Where, Li = levels observed at „n‟ equally spaced sources during interval T.


Pvt. Ltd.


It is pertinent to mention here that DG sets will be used as power back up units and it is

anticipated that they shall operate only during hours of power failure. However, as they will be

acoustically enclosed, negligible impacts can be expected on the outside community. The

acoustic enclosure would reduce outside noise levels to less than 70 dB (A). It is further

desirable to increase the acoustic efficiency of enclosure to reduce the noise levels to less than

60-65 dB (A).

Another type of likely impact is due to vibration of the DG sets on the buildings and the working

structures. As far as impacts of vibrations are concerned, there would be adequate structural

treatment provided to the foundation of the DG sets (as part of the building design). The DG sets

foundation will comprise of heavy weight inertia concrete block. The generator will be mounted

on Cushy Foot mounting and the concrete block will be isolated from the adjoining floor. Thus

no vibration impacts are expected from the DG sets.

Also during operation stage DG sets will be provided with sufficient stack height. The maximum

height of the proposed building is 50 m


system and 1 DG set of 1500 kVA will be on standby. The stack height H, for these units is as

follows:

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 site lies in an urbanized settlement and is well planned. Thus, no obstruction of view or

scenic beauty or landscape is anticipated. Furthermore, the construction will be planned in such a

way that the organized open spaces and landscaped areas will render the plot aesthetically

appealing.

6.2. Will there be any adverse impacts from new constructions on the existing structures? What

are the considerations taken into account?

No impacts anticipated.

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

design criteria? They may be explicitly spelt out.

Yes, the building will be designed as per the Delhi Urban Art Commission. The development to

be done is in accordance with Delhi Master Plan 2021. Considering the above; the existing land

use is not expected to get altered due to construction of proposed project.


Pvt. Ltd.


6.4. Are there any anthropological or archaeological sites or artifact nearby? State if any other

significant features in the vicinity of the proposed site have been considered.

The archaeological site within 15 km of project site is given in Table-10.

Table-10: Archeological sites within 15 Km of the project site

S. No. Name of the Site Aerial Distance

(Km)

Direction from

the site location

1. Red Fort 10.26 km SE

2. Lal Darwaza, Hauz Qazi 9.56 km SE

7. SOCIO-ECONOMIC ASPECTS

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

Provide the details.

Establishment of any Hotel project leads to socio-economic changes. Development of a society

that will stand robustly against economic or natural calamities. It fulfills the required trained man

power for the development of country. Influx of population leads to change in economic status

of the community. During construction period local people will be engaged and hence there will

be temporary increase in the number of people, till construction complete. During operation

period, there will be increase of approx. 4,000 persons in the demographic structure of local

population..

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

The existing Social infrastructure around the proposed project is as shown in Table-11.


Pvt. Ltd.


Table-11: Social Infrastructure around the project site.

List of Schools:

Guru Gobind Singh College

M.M. Public School


List of Hospitals:

Max Hospital


Sunder Lal Jain Hospital

List of Temples:

Hanuman Mandir

Kali Mata Mandir

600 mtrs., North-East

460 mtrs., West

285 mtrs., North

450 mtrs ,East

Approx.2 km, North

3.4 km, East.

600 m, South

850 m, South-West

7.3. Will the project cause adverse effects on local communities, disturbance to sacred sites or

other cultural values? What are the safeguards proposed?

No, the proposed development will not have adverse effects on local communities. On the

contrary, it is expected that there will be major positive impacts due to development of the

proposed project. Positive impacts would include improvement in employment directly and

economic condition of society indirectly.

8. BUILDING MATERIALS

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

materials produced with energy efficient processes? (Give details of energy conservation

measures in the selection of building materials and their energy efficiency).

The main construction materials being utilized in the construction of the proposed project

include Stone Aggregate, Coarse sand/fine sand, Steel, Fly Ash, Sand Stone, Granite/Marble,

Bricks, and Blocks, glass etc.

These construction materials will be procured from the reputed suppliers/manufacturers and

thus it is expected that they are produced with energy efficient processes. Most of the quality

grade building material production facilities and industries now use energy efficient

processes.


Pvt. Ltd.


8.2. Transport and handling of materials during construction may result in pollution, noise &

public nuisance. What measures are taken to minimize the impacts?

The transport and handling of materials during construction phase has potential impacts on air

and noise emissions in the vicinity. Thus, to control this, various mitigation measures will be

adopted to minimize the impacts.

AIR EMISSIONS

Dust Suppression: The most cost-effective dust suppressant applied to mitigate airborne dust is

water, because of its efficiency as well as ready availability on the construction site. Water can

be applied using water trucks, handheld sprays and automatic sprinkler systems depending on the

location. Water spraying at the site also effectively suppresses dust generated. Results have

proven that for about 80% of such active area(s), the water spray suppresses airborne dust by

about >90%.

Reduction of Vehicular Emissions: The transport of materials such as concrete, stone, cement,

asphalt, etc. to the construction site generally generates significant amount of pollutants on road.

Therefore, setting up of local facilities such as temporary portable concrete mixing plants, stone

cutting at site, etc. with adequate pollution control devices eliminates significant emissions

during haulage of materials will be implemented.

Emission Control for Construction Equipment: Construction equipment and heavy transport

vehicles shall meet emission standards like Bharat Stage -III requirements for vehicles. The

operation and maintenance of all vehicles, equipments deployed on site by different contractors

will be regulated and effectively monitored. The Pollution under Control (PUC) certification will

be ensured for proper O&M of vehicles.

Improved Maintenance: Recognizing that significant emission reductions can be achieved

through regular equipment and vehicle maintenance, all site contractors are asked to take

necessary steps for proper maintenance of vehicle and equipments. A monetary incentive/

disincentive provision encourages contractors to comply with regular maintenance requirements.

The fuel used in the equipments, DG sets and vehicles will be of good quality with low

“Sulphur” percentage by following the norms prevailing in project area.

Reduction of On-site Construction Time: The heavy construction activities will be confined to

the daytime to avoid higher impacts during the night time. During daytime, there is higher

atmospheric dilution. Rapid on-site construction would reduce the duration of traffic interference


Pvt. Ltd.


and therefore, reduce emissions from traffic delay. Off-site fabrication of various moulded

structural components, obtaining proper cut size of stone, pre-fabricated concrete slabs, etc. shall

also enhance the quality of work environment at the construction site because other factors such

as traffic congestion and emissions are then not relevant.

NOISE EMISSIONS

The mitigation measures concerning technological control at source (of vehicles) shall meet

the minimum compliance requirements for manufacturing stage. Besides these, other

measures shall be of preventive nature as follows:

Restriction of Time of Construction: The heavy construction and transport activities shall be

restricted to daytime operation when the background noise levels are high so that impacts

like sleep disturbance during the night time are avoided.

Provision of Noise Barrier: No extra barrier will be provided because it is within the

premises of the project site.

Proper Maintenance of Construction Equipment/Vehicles: Proper operation and maintenance

of heavy equipment as well as transport vehicles shall also ensure lower noise emissions.

Occupational & Passive Protection: Ear plugs, ear muffs, etc. will be provided to workers

handling high noise equipment or stone cutting operations shall protect them from high noise

exposure.

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

Fly ash used materials would be utilized for paving work etc, if viable. Also, the construction

waste (particularly the construction debris) will be used on the project site for leveling

purposes. An approximate saving of 5% to 7% is proposed to be achieved.

8.4. Give details of the methods of collection, segregation & disposal of the garbage generated

during the operation phases of the project.

The proposed project is expected to generate certain types of wastes which would include

both non-hazardous and some hazardous wastes. The non-hazardous wastes generated at the

project would be municipal solid waste including paper & cardboard wastes, food wastes,

plastic wastes etc. STP sludge and other solid waste would also generate.

It is estimated that total quantity of municipal solid waste generated will be approx. 745

kg/day from the proposed project.


Pvt. Ltd.


The solid waste expected to be generated by the population in the proposed Project can be

broadly categorized into bio-degradable and non-biodegradable. These solid wastes will be

collected separately by putting tow type of separate bins at the source of generation.

The proposed Project is also expected to generate following categories of hazardous wastes:

Used Oil - from DG sets

Oil Contaminated Wastes - maintenance operations, etc.

MITIGATION MEASURES:

Bins for storage of bio-degradable wastes shall be painted green, and those for storage of

other wastes shall be painted blue.

Overall it would be ensured that all waste fractions are appropriately recycled/ disposed of

through authorized recyclers/re-refiners/contractors. Records will be kept regarding amount

and characteristics of all types of wastes.

Paper & cardboard wastes, plastic wastes, metal wastes and other recyclable wastes will be

sold to authorized contractors.

The STP sludge will be used as a bio-manure for green area.

As regards hazardous wastes, the building management staff of the proposed project will

review the proposed operations and make a thorough "applicability analysis" of the

Hazardous Waste Rules, to identify specific wastes, to be generated in the proposed project,

that shall be categorized as hazardous wastes. The management staff would then manage

hazardous waste as per the prevailing rules. The management staff of the proposed project

would ensure compliance with all the conditions on a continual basis.

Hazardous wastes shall be stored in secured places with adequate secondary containment and

labelling as per the requirements of Hazardous Waste Rules.

Appropriate records of hazardous wastes generation and disposal (in Form-3, Form-4, Form-

9, Form-13 etc.) shall be maintained as per the requirements of MoEF‟CCs Rule.

The used oil and oil-contaminated wastes shall be disposed of through authorized

recyclers/re-refiners. Any other hazardous wastes, generated on-site, shall be sold only to

authorized contractors.


Pvt. Ltd.


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?

Energy Conservation Measures:

Provision of solar water heater for supply of hot –water for various uses.

Fly ash bricks shall be used.

Use of CFL lights in circulation area and in toilets.

P.V. Cell system shall be installed for all street and compound lighting.

The external surfaces of all the buildings will have granite stone cladding upto first floor

level and aluminum composite panels cladding above to have maintenance free external

façade of the building.

All roofs shall be insulated with foam concrete to reduce the heat gain through the roof.

Use of adequate window areas for getting natural light and ventilation.

Use of electrical fittings, fans, A/C pumps and plants with ultra-star rating to save

electricity.

To minimize the energy consumption & power load, building can be designed and

constructed according to Energy Conservation Building Code 2007 which sets minimum

energy standards for buildings.

The proposed project will adopt various energy conservation measures. The range of these

energy efficiency measures can be broadly categorized under:

Architectural Design Features;

Energy saving preventive practices; and

Behavioral change and raising awareness.

Energy conservation program will include measures taken for both energy demand as well as

supply management


Pvt. Ltd.


The energy conservation efforts may consist of the following mitigation measures:

a. Architectural Design Features

Most of the external surface of the building will be design in way to have an air gap between

the wall surface and the external skin. This should reduce the transmission of heat into the

building as the heat would get dissipated into the air gap to an extent. Landscaping will be

carefully considered within the overall architectural concept.

b. Energy Saving Practices:

Purchase of energy efficient appliances.

Constant monitoring of energy consumption and defining targets for energy conservation.

Adjusting the settings and illumination levels to ensure minimum energy used for desired

comfort levels.

Use of Light Emitting Diodes (LED) and low voltage lighting.

c. Behavioral Change for Reducing the Consumption

Train all staff and operators for energy efficiency measures.

Promoting staffs‟ awareness on energy conservation. Training of staffs on methods of energy conservation and to be vigilant of such opportunities.

Turn on all lights when not in use, especially in conference rooms and turn down remaining

lighting levels where ever possible.

Passive Solar Design Considerations

Following are the consideration adopted for passive solar design of the buildings in the proposed

project:

SUPPLY

Utililise Energy-efficient

equipment.

Exploring the possibilities of

utilizing renewable energy.

Reduce Consumption.

Use energy-efficient building designs

and ventilation systems.

Create staff awareness and conduct

training programme.

Maximizing the use of Natural lighting.

DEMAND

Energy Conservation,

Monitoring & Management

system


Pvt. Ltd.


Maximum openings would be towards the north to get natural light that will not unduly heat

up the interiors.

Least opening would be provided towards southern and western walls so as to cut out the hot

incident rays of the sun.

Windows provided would be shaded adequately by designing double layer glass glazing so

that no direct rays of sun can come into the building.

Most of the external surface of the building will be designed in a way to have an air gap between

the wall surface and the external skin. This should reduce the transmission of heat into the

building as the heat would get dissipated into the air gap to an extent.

As an endnote, the design has been a conscious effort to make a modern building with local

materials and will not use excessive amount of glass and steel. The glasses that would be used on

the surfaces that have direct incident rays have double glazing.

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

In case of power failure, 3 DG sets of 2000 KVA capacity are provided for backup power

supply system and 1 DG set of 1500 kVA will be on standby.

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?

It is proposed to use predominantly two types of glazing in the building:

Laminated Glass 8 mm Clear + 1.52 PVB + 6 mm Clear Tempered

Hermetically Sealed Double Glazing 8 mm Clear Tempered + 12 mm Air gap + 6 mm Clear

Tempered

Both the glass types will be shaded with a dense screen, which effectively shade 100% of the

glass throughout the day and the year. The effective Solar Heat Gain Coefficient (SHGC) is

therefore significantly lower than the glazing SHGC alone and meets the ECBC glazing U-factor

and SHGC requirements for 24 Hour Buildings in Composite Climate.

Glass Specifications:


U-Value = 5.6 W/m2 K

Solar Heat Gain Coefficient (SHGC) of Glass = 0.77

The windows will be shaded with a dense screen, which does not let any direct sun hit the glass.

Thus, the effective SHGC = 0.77 x 0.50 x 0.50 = 0.19


Pvt. Ltd.


(100% Shaded Overhang Projection Factor 1.0 Multiplication Factor = 0.5 as per Section 4.3.3

of ECBC)

Light Transmittance = 0.87


Tempered






of ECBC)


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

applications made in the proposed project.

The proposed project is to be developed on a site in an urban area. The land base for the project

is already categorized for hotel development. The area in the immediate neighborhood is

residential /commercial. The design of the building will be different in terms of its ventilation

and sunlight capacity provisions. The design concept of the building has a combination of open

walkways and terraces that will feed into air-conditioned and sealed areas. Only ~35% of total

plot area is covered with buildings. Thus, most of the ground will be left open to sky. In addition

to these, the project is also proposing to provide landscaped terrace garden for acting as a cooling

mechanism for the entire building. Use of double glazed LOW-e glass will further allow for

natural ventilation and a lot of natural light into the building. Considering the low ground

coverage in the complex, open spaces will help in getting in a lot of natural light into the

buildings and allow good circulation of fresh air in the complex. Based on the sun path diagram

for the project area, it can be seen that the sun travels from East to West bending sharply towards

the south during the hottest hours of the day. This would translate into the fact that the hottest

rays of the sun would be incident from the south.

Based on the above, the following considerations will be made:

All windows and openings should be towards the north and northeast to get natural light that

will not unduly heat up the interiors

The southern and western walls should be with least openings so as to cut out the hot incident

rays of the sun

If openings are provided on the southern and western faces of the building, they should be

shaded so that no direct rays of sun can come into the building


Pvt. Ltd.


The proposed project will provide enough day light factors in the building to permit maximum

day light to interior to minimize overall energy consumption. These features will also minimize

the impact of climate both in summer and in winter and as a result, the use of electricity will

likely to be reduced. In addition to the above, it has been noted that, traditionally, buildings in

the hot and dry climate of this part of India have made the use of water fountains and other water

bodies to lend a cooling effect. All the roofs will be insulated so as to reduce the heat gain into

the building due to direct sunlight. Further, landscaped garden will be created on terrace. Most of

the external surface of the building will be dry clad in local sandstone such that there is an air

gap of about 60 mm between the wall surface and the external skin. This should reduce the

transmission of heat into the building as the heat would get dissipated into the air gap to an

extent.

9.5. Does the layout of streets & buildings maximize the potential for solar energy devices?

Have you considered the use of street lighting, emergency lighting and solar hot water

systems for use in the building complex? Substantiate with details.

Solar street lighting and solar water heater will be provided.

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?

Shading can reduce solar gain through windows. For shading effect in the proposed project

double layer glass glazing has been proposed to reduce solar gain.

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.

The HVAC systems have been designed based on the following standard & guidelines:

National Building Code of India, 2016

ASHRAE Hand Book

- Refrigeration 2006

- Fundamentals 2005

- Systems & Equipment 2004

- Applications 2003

Duct construction standards as per relevant BIS codes & SMACNA standards


Pvt. Ltd.


Air Filters as per ASHRAE 52.2-1999

Kitchen Exhaust Ducts as per NFPA and ASHRAE

Indoor Air Quality as per ASHRAE 62.1 - 2004

Motors, cabling, wiring and accessories as per BIS codes.

CENTRAL AIR CONDITIONING SYSTEM

A central air conditioning system shall be designed to provide year round thermal environmental

control for Guest Rooms, Health Club, Lobby, Banquet Halls, Pre-Function, Function Rooms,

Meeting rooms, Coffee Shop, Restaurants, Administrative Offices and Back-of-the-House areas.

Air conditioning shall be provided by a central variable flow chilled water recirculation system

for maximum energy conservation.

The central air conditioning system shall consist of water chilling units, multiple primary chilled

water pumps, secondary chilled water pumps with variable frequency inverters, condensing

water pumps, FRP induced draft cooling towers, air handling units and fan coil units, chilled and

Condensing water piping, air distribution system, insulation, electrical panels, wiring, control

wiring and Earthing.

Cooling towers for air conditioning system shall be selected for minimum drift losses and

minimum noise, and shall be installed on terrace away from the Public Areas, Guest Rooms.

These shall be FRP construction induced draft type. Cooling tower motors shall be provided with

Variable Frequency Inverter (VFI) to conserve energy during periods of low ambient wet bulb

temperature as cooling towers shall operate round the clock (365 days a year).

Operating the motor through VFI shall save energy by operating the cooling tower fan at 30-

100% speed, thus conserving motor BHP. The speed shall vary in response to ambient wet bulb

temperature and cooling tower leaving water temperature.

All mechanical equipment such as chilling units, pumps, AHU‟s and larger ventilation fans shall be provided with energy efficient motors in order to attain energy savings, since all these

equipment shall operate for extended periods of time.

AIR CONDITIONING SYSTEM

Chilled Water Generation & Distribution

Central air conditioning shall be provided by a Central Variable flow chilled water system for

maximum energy conservation. Chilled water distribution shall be designed to achieve maximum

energy conservation. Various public spaces shall be grouped together according to their location

&similarity in usage and working hours. Following zones are considered:


Pvt. Ltd.


Zone `A‟ : Banquet Hall + Pre-function

Zone „B‟ : Lobby + Coffee Shop + BOH + Restaurant + Retail + Kitchen +Administration Office

Zone `C‟ : Guest Rooms + Guest Corridors

Each zone shall have its own set of chilled water pumps (including a standby) with variable

speed drive and chilled water circuit to achieve variable water flow. Water flow in load circuit

shall be varied but the same through chiller shall remain constant. To achieve this, two separate

circuits i.e. primary and secondary, coupled with automatic bypass line shall be used. Each

chiller shall have its own dedicated primary chilled water and condensing water pump.

Secondary chilled water pumps with variable frequency inverter shall be used for each load

circuit. By monitoring the pressure differential between chilled water supply and return header,

the speed of secondary chilled water pump shall be automatically varied, thus conserving pump

brake horse power. The main advantage of this system is that the circulation of chilled water

through the entire Hotel is avoided, and chilled water is supplied according to demand in each

zone, thus achieving energy conservation and flexibility in operation.

9.8. What are the likely effects of the building activity in altering the micro-climates? Provide a

self-assessment on the likely impacts of the proposed construction on creation of heat island

& inversion effects?

No effect. The building will use energy efficient and environmental friendly designs that will

control formulation of heat island effect. There will be also sufficient green cover at the site to

reduce formation of heat island.

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.

In accordance with Energy Conservation Building (ECBC) Code 2008 norms, Delhi comes

under Composite Climate Zone. Hence, based on ECBC norms, U values are considered as

follows:

Roofs:

Climate Zone

Maximum U-

Factor of the

overall assembly

(W/m2-O

C)

Minimum R-Value of

Insulation alone

(m2-O

C/W)

Composite U-0.261 R-3.5


Pvt. Ltd.


Opaque Walls:

Climate Zone

Maximum U-

Factor of the

overall assembly

(W/m2-O

C)

Minimum R-Value of

Insulation alone

(m2-O

C/W)

Composite U-0.440 R-2.10

Vertical Fenestration:

Climate Zone

WWR=40% 40%

<WWR<=60%

Maximum U-

factor

Maximum

SHGC

Maximum

SHGC

Composite 1.7 0.25 0.2

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

details of emergency plans.

Adequate fire protection facilities will be installed including fire detectors, fire alarm and

fire-fighting system. All fire protection facilities would be designed as per the National

Building Code, 2016.

Fire Service Access:

The fire service personnel will be able to get hose lines to all portions of the building.

Fire Tender, Rescue Tender, Hydraulic Platform access roads will be wide enough to

support the equipment used by the fire service. They also will be able to support the

weight of Fire Tender/Rescue Tender/ Hydraulic Platform. Access roads will be provided

for emergency uses designated as fire lanes and vehicle parking will be prohibited.

Fire-fighting water suppliers:

Adequate quantity of Water supply will be maintained in underground tanks as per

National Building Code / National Fire Protection Association will be available for fire

service to fight a fire in a building as shown in site plan. All fire safety system will be run

from fire control room as provided in project.


Pvt. Ltd.


Disaster Management Plan:

The proposed project encompasses the lives of a large number of people. It also involves

installation of various structures and machineries that meet the comfort and needs of its

population but may also pose serious threat to the occupants in case of an accident. It is thus

considered necessary to carry out a risk assessment and disaster management plan for the project.

Type of Emergency, External and Internal Origin of Hazards

It is attempted to plan and construct the buildings following all safety norms. However, it is not

always possible to totally eliminate such eventualities and random failures of equipment or

human errors. An essential part of major hazard control has therefore, to be concerned with

mitigating the effects of such emergency and restoration of normalcy at the earliest. A detailed

Table showing activities during construction and operation phase along with mitigation measures

are given in Table-12 below:.

Table-12: Activities during Construction and Operation along with Mitigation Measures

Hazards Associated with Activities Control / Mitigation Measures

Manual Handling

Strains and sprains - incorrect lifting - too

heavy loads -twisting - bending -

repetitive movement - body vibration.

Exercise/ warm up-get help when needed-

control loads-rest breaks/ no exhaustion-

no rapid movement/ twisting/

bending/repetitive movement - good

housekeeping.

Falls - Slips - Trips

Falls on same level - falls to surfaces

below - poor housekeeping- slippery

surfaces uneven surfaces -poor access to

work areas climbing on and off plant-

unloading materials into excavations wind

- falling objects.

Housekeeping - tidy workplace -

guardrails, handholds, harnesses, hole

cover, hoarding, no slippery floors/trip

hazards - clear/ safe access to work areas-

egress from work areas - dust/water

controlled - PPE.

Fire

Flammable liquids/Gases like LPG,

Diesel Storage area and combustible

building materials - poor housekeeping -

grinding sparks - open flames, absence of

Fire hydrant network.

Combustible/ flammable materials

properly stored / used -good

housekeeping-fire extinguishers made

available & Fire hydrant Network with

reserve Fire water (As per NFPA Code) -

Emergency Plan in case of Fire or collapse

of structure.


Pvt. Ltd.



Absence of Personal Protective

Equipment

Lack of adequate footwear- head

protection hearing/ eye protection -

respiratory protection-gloves-goggles.

Head / face- footwear- hearing / eye-skin-

respiratory protection provided - training-

maintenance.

Defective or wrong Hand Tools

Wrong tool - defective tool - struck by

flying debris- caught in or on -missing

guards -carbon monoxide - strains and

sprains - dust.

Right tool for the job - used properly -

good condition/ maintenance guards-

isolation- eye/ face protection - flying

debris controlled.

Electricity

Electrocution – overhead / underground

services - any leads damaged or poorly

insulated- temporary repairs -no testing

and tagging-circuits overloaded-non use

of protective devices.

Leads good condition and earthed - no

temporary repairs - no exposed wires-

good insulation-no overloading - use of

protective devices - testing and tagging -

no overhead/ underground services

Scaffolding

Poor foundation-lack of ladder access

insufficient planking-lack of guardrails

and toe boards-insufficient ties or other

means-all scaffolds incorrectly braced or

stabilised to prevent overturning.

All scaffolds correctly braced and

stabilized - 3:1 height to base ratio - firm

foundation, plumb and level - ladder

access provided and used - proper

platform (3 planks/ 675 mm) - planks

secured- guardrails and toe boards – 900

mm to 1100mm high, within 200 mm of

working face, mid - rail.

Ladders

Carrying loads - not secured against

dislodgement - defective ladders– not

sufficient length- wrong positions -

incorrectly placed (angles, in access

ways, vehicle movements.

Secured against movement or footed -

ladders in good condition - regularly

inspected - extend 1m above platform -

4:1 angle - out of access ways, vehicle

movements - climbing - no carrying loads

- 3 points of contact - no higher than 3rd

step down - use for access only, not

working platforms.


Pvt. Ltd.



Excavations

Trench collapse - material falling in

undetected underground services-falls-

hazardous atmosphere struck by traffic

and mobile plant.

Soil stability known-no water

accumulation- existing services known -

material 600 mm from edge - clear of

suspended loads-hardhats/ PPE- ladders -

public protection - atmospheric testing-

traffic controls - Emergency Plan.

Gas Cutting and Welding

Fire-welding flash, burns, fumes,

electrocution in wet conditions-

flashback in oxygen set, leaking

cylinders, acetylene cylinders lying

down-poorly maintained leads.

Welding flash and burns controlled with

PPE and shields -fumes controlled with

ventilation and PPE (in good condition

and properly positioned),Gas cylinders be

kept upright & secured position (properly

tied) - combustible materials to be kept at

secured place to avoid fire & Fire

Extinguishers to be kept in fire prone area

with training to people for its use.

Noise

Unknown noise levels - known noise

levels over 85 decibels

Levels below 85 decibels - proper

protection.

Falling Material

Fall during carrying/ Lifting materials-

dislodged tools and materials from

overhead work areas.

Materials to be secured-kept away from

edge- toe boards -Use of hard hats.

Craneage& Lifts

Display of carrying capacity i.e load (No.

of person) incorrectly slung, defective

lifting equipment, unsecured loads,

craning in close proximity to building

people and plant- falls-falling materials.

Periodic testing by competent authority-

correctly slung/ secured loads, lifting

equipment good condition-use of proper

hand signals - falls while unloading

controlled.

Visitors Presence at site

Falls -struck by - dropped materials-road

accidents -insufficient hoarding or

fencing-pedestrian access past site-

mechanical plant movement on and off

site

Sufficient hoarding - fencing and

barricades-safe pedestrian access past site

traffic management for loading and

delivery- construction separated from

occupied areas of projects


Pvt. Ltd.


Emergency Response Plan (ERP)

The overall objective of an Emergency Response Plan (ERP) is to make use of the combined

resources at the site and outside services to achieve the following:

• To localize the emergency and if possible eliminate it;

• To minimize the effects of the accident on people and property;

• Effect the rescue and medical treatment of casualties;

• Safeguard other people;

• Evacuate people to safe areas;

• Informing and collaborating with statutory authorities;

• Initially contain and ultimately bring the incident under control;

• Preserve relevant records and equipment for the subsequent enquiry into the cause and

circumstances of the emergency;

• Investigating and taking steps to prevent reoccurrence.

The ERP is therefore related to identification of sources from which hazards can arise and the

maximum credible loss scenario that can take place in the concerned area. The plan takes into

account the maximum credible loss scenario-actions that can successfully mitigate the effects of

losses/ emergency need to be well planned so that they would require less effort and resources to

control and terminate emergencies, should the same occur.

Standards and codes used in building construction to minimize the risk of natural calamities like

wind load, seismic load (earthquake), thunder storm/ lightning etc, as per NBC 2016 are given

below:

Design Standards

• IS: 456-2000 - Code of Practice for Plain and Reinforced Concrete

• IS: 875 (Part 1 to 5)-1987 - Code of Practice for Design Loads (Other Than Earthquake)

for Buildings and Structures.

o Part-1 Dead Loads- Unit Weights of Building Materials and Stored Materials

o Part-2 Imposed Load

o Part-3 Wind Loads

o Part-4 Snow Loads (Not releventin this case)


Pvt. Ltd.


o Part-5 Special Loads and Combinations

• IS: 1893 (Part1)-2002 - Criteria for Earthquake Resistant Design of Structures

• IS: 4326- Earthquake resistant design and construction of building

• IS: 13920-1993-Code of Practice for Ductile Detailing of Reinforced Concrete Structures

subjected to Seismic Forces

• IS: 3370 (Part I, II & IV)- 1965: Code of practice for concrete structure for the storage of

liquids

• IS: 2950 (Part I) Code of practice for design and construction of raft foundations

• IS: 1904- Code of practice for design and construction of foundations in soils

• IS: 800-2007–General construction in steel-code of practice.

Main hazards identified for the project include hazards pertaining to fires in buildings and fire in

diesel storage areas, earthquake and LPG leakage and an ERP pertaining to these is described in

the following section.

Response in case of Earthquake

Response Procedures for Occupants

If indoors:

• Take cover under a piece of heavy furniture or against an inside wall and hold on.

• Stay inside: The most dangerous thing to do during the shaking of an earthquake is to try

to leave the building because objects can fall on you.

If outdoors:

Move into the open, away from buildings, streetlights, and utility wires. Once in the open, stay

there until the shaking stops.

If in a moving vehicle:

Stop quickly and stay in the vehicle. Move to a clear area away from buildings, trees, overpasses,

or utility wires. Once the shaking has stopped, proceed with caution. Avoid bridges or ramps

that might have been damaged by the quake.


Pvt. Ltd.


After the quake

• After the quake be prepared for aftershocks.

• Although smaller than the main shock, aftershocks cause additional damage and may

bring weakened structures down. Aftershocks can occur in the first hours, days, weeks, or

even months after the quake.

Help injured or trapped persons.

• Give first aid where appropriate. Do not move seriously injured persons unless they

are in immediate danger of further injury. Call for help.

• Remember to help those who may require special assistance--infants, the elderly, and

people with disabilities.

• Stay out of damaged buildings.

• Use the telephone only for emergency calls.

Response Procedure for emergency team

• Formulate an emergency response team for earthquake response. Using the public

address system, inform residents of response procedures discussed above.

• Inform the necessary authorities for aid.

• Ensure no person is stuck beneath any debris, in case of a structural failure.

• Ensure that all occupants standing outside near the buildings are taken to open areas.

• Ensure that the first-aid ambulance and fire tender vehicles are summoned if

necessary.

• Inform the nearby hospitals if there are any injuries.

• Check the utilities and storage tanks for any damage.

Response in case of LPG Leakage

• The affected area should be evacuated and cordoned off immediately

• Initiate an Emergency Response Team for LPG leakage.

• Shut down the main valves in the gas bank.

• Ensure that only concerned personnel are present in the affected area and all other

personnel and visitors are moved to the nearest assembly points.

• Rescue trapped personnel, also check if any personnel are unconscious in the area and

immediately move them outside and provide first aid. Ambulance should be summoned

to take injured personnel to the nearest hospital.

• Personnel in the nearby buildings to close all doors and windows to prevent entry of the

leaked gas.


Pvt. Ltd.


• Source of leakage to be traced and isolated from all the other areas and if required use

pedestal fans to bring down the gas concentration.

• In case of a fire follow the instructions in case of fire.

Response in case of Fire

• Required response during in the event of a fire should be described in signs located in the

lobby.

• On sighting a fire, it should be immediately informed to the environment manager giving

the exact location and type of fire in detail.

• Initiate the Emergency Response Team for fires.

• If the fire is small, engage in extinguishing the fire using the nearest fire extinguisher.

• Guide the Emergency Response Team staff to the emergency assembly point.

• The Emergency Response Team should immediately inform the nearest dispensary and

security force. If required a fire tender should be summoned.

• The response team should immediately move to the point of fire and take all necessary

steps to stop the fire. If the fire is not controllable and spreads then the manager in charge

should inform the district authorities and call for external help.

• The Emergency Response Team will provide immediate relief to the injured residents at

the scene of incident. Any injured persons should be evacuated on priority to the

dispensary or one of the nearest hospitals based on their condition

General Instructions for Occupants in case of Fire

• Get out of buildings as quickly and as safely as possible.

• Use the stairs to escape. When evacuating, stay low to the ground.

• If possible, cover mouth with a cloth to avoid inhaling smoke and gases.

• Close doors in each room after escaping to delay the spread of the fire.

• If in a room with a closed door.

• If smoke is pouring in around bottom of the door or if it feels hot, keep the doorclosed

• Open a window to escape or for fresh air while awaiting rescue.

• If there is no smoke at bottom or top and the door is not hot, then open the door slowly

• If there is too much smoke or fire in the hall, slam the door shut.

• Stay out of damaged buildings.

• Check that all wiring and utilities are safe.

Fire Fighting system is proposed to prevent and control fire outbreaks for the project. The fire-

fighting system will consist of portable fire extinguishers, hose reel, wet riser, yard hydrant,

automatic sprinkler system, and manual fire alarm system. The project will also be provided with

automatic fire detection and alarm system.


Pvt. Ltd.


The NOC from Delhi Fire Service has been obtained for the project and the copy is attached as

Annexure-XIII.

9.10. If you are using glass as wall material provides details and specifications including

emissivity and thermal characteristics.

It is proposed to use predominantly two types of glazing in the building:



Tempered

Both the glass types will be shaded with a dense screen, which effectively shade 100% of the

glass throughout the day and the year. The effective Solar Heat Gain Coefficient (SHGC) is

therefore significantly lower than the glazing SHGC alone and meets the ECBC glazing U-factor

and SHGC requirements for 24 Hour Buildings in Composite Climate.

Glass Specifications:







of ECBC)



Tempered






of ECBC)



Pvt. Ltd.


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

mitigating the effects of infiltration.

Since most of the building is air-conditioned; air infiltration has been kept to required minimum

level. Axial flow fan shall be provided for basement ventilation system. The fresh air and

exhaust air also be carried through masonry shall as per following parameter.

Ventilation Details:

As per NBC 12 ACPH for Normal parking exhaust and 30 ACPH in case of Fire.

All public area smoke exhaust @ 12 ACPH.

Pressurization:

All lifts lobbies shall be pressurized during fire conditions through axial fans through masonry

shafts and pressurized air released at each floor through suitable grilles.

9.12. To what extent the non-conventional energy technologies are utilized in the overall energy

consumption? Provide details of the renewable energy technologies used.

The Energy efficient lighting will be done with the use of CFL and LED lamps. Additionally

solar energy will be used for hot water provision.

Use of Solar energy for street lightening and Solar water heater will be adopted.

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.

The mitigation measures suggested for the impacts identified on the various environmental

components due to the project activities are given in this section. A detailed environmental

management plan is presented in Table-13 to mitigate all the identified environmental impacts

that are found to be significant.


Pvt. Ltd.


Table-13: Environmental Management Plan – Construction and Operation Phase

S. No Environment

al

components

Potential

Impacts

Potential Source of

Impact

Controls Through

EMP & Design

Impact Evaluation Remedial Measures

1 Ground Water

Quality

Ground Water

Contamination

Construction Phase

Sewage

generated from

temporary labor

tents.

Soak pit or septic

tank will be provided

and treated sewage will

be used for

construction purposes.

No significant impact

as majority of labors

would be locally

deployed

Operation Phase

Sewage

Discharge from the

project

Proponent will

provide the STP to

treat the sewage of

Project.

No negative impact on

ground water quality

envisaged. Not

significant.

In an unlikely event of

soil and ground water

contamination.

Remediation measures

shall be implemented.

2. Ground Water

Quantity

Ground Water

Depletion

Construction Phase

Ground water

will be not be used

during construction.

Not Applicable No significant impact

on ground water

quantity envisaged.

Operation Phase

Groundwater

will not be used

during operation

phase. The required

water will be met

through the

municipal supply

Rain water harvesting

scheme.

Black and Grey

water treatment and

reuse.

Storm water

collection for water

harvesting.

Percolation well to

be introduced in

landscape plan.


on surface/ground

water quantity

envisaged.

In an unlikely event of

non-availability of water

supply, water will be

brought using tankers.


Pvt. Ltd.


Awareness

Campaign to reduce

the water consumption

3. Surface Water

Quality

Surface water

contamination

Construction Phase

Surface runoff

from site during

construction

activity.

Silt traps and other

measures such as

additional onsite

diversion ditches will

be constructed to

control surface run-off

during site

development

No off site impact

envisaged as no surface

water receiving body is

present in the core

zone.

Operation Phase

Discharge of

domestic

wastewater to STP.

Domestic water will

be treated in STP and

ETP

No off site impact

envisaged

Excess of water will be

discharged as per CPCB

standards.

4. Air Quality Dust Emissions Construction Phase

All heavy

construction

activities

Suitable control

measures will be

adopted for subsiding

the PM level in the air

as per air pollution

control plan.

Not significant because

dust generation will be

temporary and will

settle fast due to dust

suppression techniques

(wet scrubbers) used.

During construction

phase the contractors are

advised to facilitate

masks for the labors.

Water sprinklers will be

used for suppression of

dust during construction

phase.

Emissions of

SPM, SO2, NO2

and CO

Construction Phase

Operation of

construction

equipment and

vehicles during site

development.

Running D.G.

sets (back up)

Rapid on-site

construction and

improved maintenance

of equipment

Not significant. Regular monitoring of

emissions and control

measures will be taken

to reduce the emission

levels.


Pvt. Ltd.


Operation Phase

Power

generation by DG

Sets during power

failure

Emission from

vehicular traffic in

use

Construction Phase

Operation of

construction

equipment and

vehicle movements

during site

development.

Running DG

sets (for power back

up)

Use of Low Sulphur

Diesel in DG sets

Use of clean fuel if

available

Providing Footpath

and pedestrian ways

within the site.

Green belt will be

developed with

specific species to help

to reduce PM level

Use of equipment

fitted with silencers

Proper maintenance

of equipment

Provision of noise

shields near the heavy

construction operations

and acoustic enclosures

for DG sets

Construction activity

will be limited to day

time hours only

Not significant

DG sets would be used

as power back-up

required.

No significant increase

in noise level is

expected from the

project‟s activities. There are no sensitive

receptors located within

the vicinity of site.

Use of Personal

Protective Equipment

(PPE) like earmuffs and

earplugs during

construction activities.

5. Noise

Environment

Operation Phase

Noise from

vehicular

movement

Noise from DG

sets operation

Green Belt

Development

Development of

silence zones to check

the traffic movement

DG set rooms

will be equipped with


due to suitable width

of Greenbelt.


Pvt. Ltd.


acoustic enclosures.

6. Land

Environment

Soil

contamination

Construction

Phase

Disposal of

construction

debris

Construction

debris will be

collected and suitably

used on site as per the

solid waste

management plan for

construction phase

No significant impact.

Impact will be local,

as waste generated

will be reused for

filling of low lying

areas etc.

Operation Phase

Dumping of

municipal solid

waste on land.

Used oil

generated from

D.G. sets

It is proposed that

the solid waste

generated will be

managed by an

authorized agency as

per SWM Rules,

2016.

Collection,

segregation,

transportation and

disposal will be done

as per amended

Hazardous waste

management and

Transboundary

Movement Rule,

2016 by the CPCB

authorized recycler.

used oil

Since solid waste is

handled by the

authorized agency,

waste dumping is not

going to be allowed.

Not significant.

Negligible impact.


Pvt. Ltd.


generated will be sold

to authorized

recyclers

7. Biological

Environment

(Flora and

Fauna)

Displacement of

Flora and Fauna

on site

Construction

Phase

Site Development

during

construction

Important species of

trees, if any, will be

identified and marked

and will be merged

with landscape plan

The site has scanty

vegetation

Operation Phase

Increase in

green covered area

Suitable green belts

will be developed as

per landscaping plan

in and around the site

using local flora

Beneficial impact.

8. Socio-

Economic

Environment

Population

displacement and

loss of income

Construction

Phase

Construction

activities leading

to relocation

Project

development as per

the Delhi Master

Plan.

No negative impact.

Operation Phase

Site operation

Project will

provide employment

opportunities to the

local people in terms

of labor during

construction and

service personnel

(staff, securities,

gardeners etc) during

operations

Beneficial impact


Pvt. Ltd.


Providing

quality-Integrated

facility in, Delhi

9. Traffic

Pattern

Increase of

vehicular traffic

Construction

Phase

Heavy

Vehicular

movement during

construction

Heavy Vehicular

movement will be

restricted to daytime

only and adequate

parking facility will

be provided

No negative impact

Operation Phase

Traffic due to

people.

Vehicular

movement will be

regulated inside the

project with adequate

roads and parking lots

in the site.

No major significant

impact


Pvt. Ltd.


Environmental Monitoring Plan

It is proposed to monitor essential parameters for ambient air quality, ambient noise quality,

ground water quality, and waste water quality both during the construction and operation phases

of the project. However the monitoring schedule is given in Table-14.

Table-14: Environmental Monitoring Schedule

S. No Particulars Monitoring

Frequency

Duration of

Sampling

Important Monitoring

Parameters

1 Ambient Air Quality Monitoring

Project site Once in 6 Months 24 hr continuously

except CO (8

hourly)

PM10, PM2.5,SO2, NOx &

CO

3 Ambient Noise Level

Near DG set Once in 6 Months 8 hr continuous

with 1 hr interval

Noise level in dB(A)

4 Ground/Drinking Water Quality Monitoring

Ground Water –

at project site

Once in 6 Months Grab Sampling Parameters specified under

IS:10500, 2012

5 Soil Quality

At the green belt

area

Twice in a year Samples were

collected from

three different

depths viz., 30cm,

60cm, and 100cm

below the surface

Parameter for soil quality:

pH, texture, electrical

conductivity, organic

matter, nitrogen, phosphate,

sodium, calcium, potassium

and Magnesium.

Environmental Monitoring:

Various environmental protection and mitigation measures have been suggested in the previous

Chapter/section for ensuring compliance with the stipulated environmental regulations and

applicable standards. Also, there are specified environmental monitoring and record keeping

requirements for operating facilities that the proposed Project will have to comply with. Though

record keeping would be largely an in-house activity, environmental monitoring within and

outside of the proposed Project would be carried out through recognized environmental

laboratories as per the requirements of MoEF&CC and DPCC and other regulatory authorities.


Pvt. Ltd.


The purpose of environmental monitoring is to evaluate the effectiveness of implementation of

EMP by periodically monitoring the important environmental parameters within the impact area,

so that any potential adverse impacts are detected and timely action can be taken. In order to

ensure compliance with the applicable regulatory requirements, the Project plans to conduct the

following environmental monitoring activities.

Wastewater Quality Monitoring and Record Keeping

The wastewater discharges from the proposed Project will mainly comprise of domestic sewage

and other wastewater discharges from drinking water points, toilets, washbasins, food court and

kitchen, backwashing of filters (used in water treatment) etc.

Therefore, as per the requirements of the Water (Prevention and Control of Pollution) Act 1974,

the Project will apply to DPCC for the Consent to Establish. Before starting the operation, the

Project will apply to DPCC for the Consent to Operate for Wastewater Discharges and thereafter

periodically renew its Consent to Operate. Subsequently, whenever there is a change in the

operations, the Project will get the requisite amendments in its Consent.

The Project would maintain an inventory of all sources of wastewater and maintain records of

waste water quality and quantity for the wastewater streams, as required. The Project will ensure

that wastewater analysis is conducted for all regulated parameters as per DPCC‟s specification or as per conditions of Consent to Operate and to ensure compliance with any other specifically

applicable standards. The frequency of wastewater quality monitoring would be decided in

consultation with the DPCC officials. Care will be taken to ensure that wastewater analysis is

conducted at such a frequency that potential variations due to various operational factors are

recorded.

Noise Level Monitoring and Record keeping

The Project would maintain an inventory of all point and non-point sources of noise emissions

and identify regulated sources, if any, if specified in the DPCC's Consent to Operate for Air

Emissions. Main source of noise would be DG sets. But as DG sets with acoustic enclosure has

been proposed, there would be minimal chance of noise pollution. However, the Project

management would conduct noise level monitoring at the specified locations within, on the fence

line/boundary, and outside the Project‟s premises to ensure compliance with the specific standards and conditions of the Consent to Operate. The locations of the noise monitoring

stations and frequency of noise level monitoring would be decided in consultation with the

DPCC officials. The noise level monitoring would be conducted at such a frequency that

potential variations due to various operational factors are recorded.


Pvt. Ltd.


Solid Waste Management Plan

In order to ensure compliance with the applicable requirements for waste management, the

Project would prepare an inventory of wastes generated on-site. This would be compiled from

waste inventories of different areas/processes of the proposed Project. Solid waste from the

proposed Project will be mainly:

(i) Biodegradable wastes organic wastes like foods wastes from the offices and canteens

which is would be collected on daily basis by municipal trucks of the locality.

(ii) Non-biodegradable Inorganic wastes like papers, cartons, thermocol, plastics, polythene

bags, glass etc shall be sold to recyclers.

These inventories/records will include waste quantities and characteristics, as well as the

utilization/disposal methods.

Awareness and Training

Training and human resource development is an important link for achieving sustainable

operation of the facility and environmental management. For successful functioning of the

project, relevant EMPs will be communicated to the residents of the project. Everyone will be

made aware of importance of their various environmental responsibilities including waste

segregation and storage, water and energy conservation, etc. This awareness will be provided

through documents and periodic meetings. They will be informed of their responsibilities for

successful operation of various environmental management schemes inside the Project premises.

Relevant personnel at site will be trained for the following:

Applicable EH&S regulations and compliance requirements for the same.

Collection, Segregation, Storage and Disposal of solid and hazardous wastes.

Operation and maintenance of Sewage Treatment Plant and recycling system

Techniques for waste minimization, water conservation and energy conservation, etc.

Functioning of the Project‟s Environmental Management System (EMS) including environmental monitoring, reporting and documentation needs.

Requirements and responsibilities in case of an emergency as per emergency response plan.


Pvt. Ltd.


Environmental Monitoring Program during Construction period

Based on the above, the following environmental monitoring program during construction

activities is proposed for the Project. The monitoring program would be discussed and approved

by DPCC are given in Table-15.

Table-15: Proposed Monitoring Program for Construction Phase of the Project

S. No. Type Locations Parameters Period and

Frequency

1.

Ambient Air

Quality

Monitoring

As per requirement SO2, NO2, PM10, PM2.5

and CO

As per DPCC‟s requirements

2.

Ambient Noise

Monitoring

As per requirement Noise level Leq both

during daytime and

nighttime


3.

Water Quality

Testing

(Potability

testing)

(i) Any operational

borewell

(ii) One of the

Drinking Water

Point

Drinking water

parameters as per IS

10500:1991.


4.

Treated

Wastewater

Quality

Inlet and outlet of the

STP

Parameters for assessing

compliance with

standards for recycling

and horticulture use


Post-Project Environmental Monitoring Program

Based on the above, the following post-project environmental monitoring program is proposed

for the Project. The monitoring program would be discussed and approved by DPCC are given in

Table-16.

Table-16: Proposed Monitoring Program for Operational Phase of the Project


Frequency

1.

Ambient Air

Quality

Monitoring

As per requirement SO2, NO2, PM 10,

PM2.5 and CO


2. Ambient Noise As per requirement Noise level Leq both As per DPCC‟s


Pvt. Ltd.



Frequency

Monitoring during daytime and night

time

requirements

3.

Water Quality

Testing

(Potability

testing)

(iii) Any operational

borewell

(iv) One of the

Drinking Water

Point

Drinking water

parameters as per IS

10500:2012.


4.

Treated

Wastewater

Quality

Inlet and outlet of the

STP

Parameters for assessing

compliance with

standards for recycling

and horticulture use


Environmental Documentation

Documentation and reporting of environmental performance is an important management tool for

ensuring sustainable operation of the Project. Documents/Records shall be maintained for

regulatory, monitoring and operational issues. Typical documentation requirements for the

“Project” are summarized in Table-17.

Table-17: Environmental Documentation for Operational Phase of the Project

PARAMETER PARTICULARS

Air Emissions

(incl. Noise)

Consent to Operate for Air Emissions from DPCC

Operational details of DG sets, and air pollution control equipment

including number of hours of operation, fuel usage, etc.

Ambient Air Quality and Stack Emissions Monitoring records

“Type Approval Certificates” and “Conformance Labels” for the DG sets

Ambient Noise Monitoring Records

Water Supply Water Quality Monitoring records

Water Cess Returns

Wastewater

Discharges

Consent to Operate for Wastewater Discharges from DPCC

Details of quantity of wastewater discharged from various sources

and discharged from the outlet of the STP for recycling/into the


Pvt. Ltd.


PARAMETER PARTICULARS

sewer (if any)

Operational details of STP including number of hours of operation,

chemical usage, in-process wastewater quality, etc.

Wastewater Quality and Quantity Monitoring records

Waste Management Permission for disposal of solid wastes from concern

municipality/authority

Wastes Management Inventory including details of quantity of

wastes generated on-site and mode of their disposal

Inventory of wastes stored on-site

Records of hazardous wastes stored on-site (in Form-3) (if

generated)

Annual Returns for hazardous wastes (in Form-4 and Form-13) to

DPCC

Documentation related to off-site transportation and disposal of

hazardous wastes (including Form-9 and Form-10)

Environmental

Statement

Submission of Environmental Statement to DPCC before 30th

September every year

Petroleum Storage License from PESO for storage of HSD and other petroleum

substances (based on their quantities)

Inventory of petroleum substances stored on-site both at storage

and usage locations

Regular integrity testing/inspection reports for the storage tanks


Pvt. Ltd.


Table-18: Environmental Management Cost

COMPONENT CAPITAL COST

(RS. IN LACS)

RECURRING COST

(RS. IN LACS)

Sewage Treatment Plant 108 20

Rain Water Harvesting System 12 2.4

Solid Waste Management 14.9 2.99

Environmental Monitoring - 4

Green Area 1 2

Others (Energy saving devices,

miscellaneous) 40 8

Total 186 40

Proposed Expansion of Hotel at Plot-, Wazirpur District Centre, Delhi by M/s Asrani Inns

and Resorts Pvt. Ltd.


CONCEPTUAL PLAN

1. INTRODUCTION

M/s Asrani Inns and Resorts Pvt. Ltd. has Proposed Hotel at Plot-2, Wazirpur District Centre,

New Delhi-110052.

M/s Asrani Inns and Resorts Pvt. Ltd. has been allotted the land vide allotment cum

conveyance Deed and possession letter for Plot-2 vide (File no. F30 (2)/2006/CL/2157)

dated: 30.06.2006. The copy of Land Documents is attached as Annexure-I.

The Project earlier has received environmental clearance vide EC letter No. Environmental

Clearance No. DPCC/SEIAA-SEAC/200/13/1272 Dated 01/08/2014 from SEIAA, Delhi. The

earlier EC letter is attached as Annexure-II.

The project had been granted Consent to Establish (CTE) by Delhi Pollution Control Committee

(DPCC) vide Certificate No. 0-023449 dated 19.12.2014. The copy of CTE certificate is attached

as Annexure-III.

Regular compliance report of the EC is being submitted. Receiving of latest compliance report

December’2018 are attached as Annexure IV.

But now due to internal management decision projects has some planning to modify the building

plans hence the separate Environmental Clearance is required.

The project is being developed on the total plot area of 7,030.40 m2. Earlier the built up area is

27,867.49 m2 but after modification of plan the built up area increase to 38,953.117 m

2.

The development to be done is in accordance with Delhi Master Plan 2021. Considering the

above; the existing land use is not expected to get altered due to construction of proposed

project.

The Project is designated under Category “B” and falls under Item 8(a) (Building & Construction

Project) of the Environmental Impact Assessment (EIA) Notification of September 14, 2006 and

its amendments.

2. SITE SURROUNDING &CONNECTIVITY

Site surroundings and Connectivity details of the proposed project are given in Table-1.




Table-1: Site Surroundings and Connectivity Details (in 10 km radius of project site)

S. No. Connectivity & Site Surroundings

Description Distance and Direction

1. Nearest Railway

Station New Delhi Railway Station Approx. 9 km towards South-East

2. Nearest Metro Station Netaji Subhash Place Metro

Station 390 m towards North-East

3. Nearest Airport Indira Gandhi International

Airport Approx. 16 km towards South

4. Nearest

Highway/Roads U.P.-Delhi State Boundary Approx. 12 km towards East

5. River Yamuna River Approx. 8 km towards East

6. Nearest School &

College

Guru Govind Singh College

M.M. Public School


600mtrs towards North-East

460mtrs towards West

285mtrs towards North

7. Nearest Hospital

Max Hospital


Sundar Lal Jain Hospital

450mtrs towards East

Approx. 2 km towards North

3.4 km towards East

8. Places of worship Hanuman Mandir

Kali Mata Mandir

600 m towards South

850 m towards South-West

9. Fire Station

Pitampura Fire Station

Wazirpur Fire Station

Rohini Fire Station

250 mtrs towards South

1.93 km towards North-East

1.88 km towards North-West

10. Environmental

Sensitive Area

Najafgarh Drain

Central Ridge Reserve Forest

Wazirpur Industrial Area

Garhi Mandhu PF

Approx. 5 km towards South

Approx. 8 km towards South

Approx. 2 km towards East

Approx. 7 km East

Source: Google Map and Survey of India Toposheet

A Google Map of 500m buffer map showing the surrounding area of the proposed project is

shown in Figure-1.

The topographical map showing the surrounding area within 10 km radius is shown in the

Figure-2 and topographical map showing the eco-sensitive area within 15 km radius is shown in

the Figure-3.




Figure-1: Google Map of 500m radius showing surroundings of the area




Source: Survey of India

Figure-2: Topographical map (Survey of India) of 10km radius showing surrounding area




Source: Survey of India

Figure-3: Topographical map (Survey of India) of 15km radius showing Eco-sensitive area




3. PROJECT LOCATION AND DESCRIPTION

M/s Asrani Inns and Resorts Pvt. Ltd. has Proposed Hotel at Plot-1, Wazirpur District Centre,

Delhi- 110052 on the total plot area of 7,030 m2. The total built up area is 38953.11 m

2. Site Plan

along with Area statement is attached as Annexure-V.

The coordinates of the project boundary along with the center of the project site is given below

in the Table-2.

Table-2: Coordinates of the Project Boundary

Latitude Longitude Site Height of

Building (AGL)

Corner-I 28°41'41.90"N 77°8'48.13"E 217 130M.

Corner-II 28°41'41.21"N 77°8'51.00"E 217 130M.

Corner-III 28°41'37.82"N 77°8'49.57"E 217 130M.

Corner-IV 28°41'38.77"N 77°8'46.84"E 217 130M.

The detailed comparative Area Statement is given in Table-3.

Table-3: Area details of the project

S.

No.

Particulars Area in s.q.m.

1 Total Plot Area 7,030.00

2 Total Permissible Ground Coverage @ 50% of plot area 3,515.00

a Permissible Ground Coverage @ 40% of plot area 2,812.00

b Additional ground Coverage for Atrium @ 10% of plot area 703

3 Achieved Ground Coverage @ 40.72 % of Plot Area 3106.287

4 Permissible FAR @ 2.06 of Plot area 14,500.00

5 Total FAR achieved @2.241 of plot area 16,839.183

a Hotel @ 1.83 of Plot Area 13,525.529

b [email protected]% of Plot area 3398.087

c Atrium FAR @0.04 of plot area 305.25

6 Proposed Non FAR (Service area) @ 122.94% of Plot area 3,556.968

7 Total Basement area 22,119.341

a Basement 4 (including service area 1063.805 sqm) 4787.894

b Basement 3 (including service area 1066.086 sqm) 4787.894

c Basement 2 (including service area 892.898 sqm) 4787.894

d Basement 1 (including service area 2325.46 sqm) 4198.691

8 Built up Area (FAR+ Non-FAR+ Service area) 38,958.524

9 Green Area Provided @33.7 % of plot area 1,849

10 Maximum Building Height (in meters) 72.35

mailto:[email protected]%20of%20Plot%20area




4. DETAIL OF BUILDING BLOCK

The project comprises of Hotel Building. The building has basement and surface parking

provision and 1,849 m2 will be developed as landscaped.

Details of Building Block are given in Table 4 and Floor wise details of the building are given in

Table 5.

Table 4: Details of Building Blocks

S. No. Type of building No. of Towers Floors

1 Hotel Building 1 4B+G+15

Table 5: Floor wise details of building

S. No Particulars Hotel Building

1 Ground Floor Banquet Hall, Kitchen and Hotel Lobby & Retail Lobby

2 First Floor Commercial. (shops/ offices/ atrium)

3 Second Floor Commercial. (shops/ offices/ atrium)

4 Third Floor Restaurant, Coffee Shop, Kitchen, Hotel Lobby and Lounge.

5 Fourth Floor Service Floor and Lobby.

6 Fifth Floor Gym and SPA, Swimming pool, Pool deck and Lobby.

7 Sixth Floor Suite, Rooms Sky Lobby and lobby.

8 Seventh Floor Suite, Rooms Sky Lobby and Refuge Area.

9 Eighth Floor Suite, Rooms Sky Lobby.

10 Ninth Floor Suite, Rooms Sky Lobby.

11 Tenth Floor Rooms, Sky Lobby and Refuge Area.

12 Eleventh Floor Rooms, Sky Lobby.

13 Thirteenth Floor Suite, Rooms, Sky Lobby and Refuge Area.

14 Fourteenth Floor Rooms, Sky Lobby.

15 Fifteenth Floor Service Floor

AAI NOC is attached as Annexure-VI.

5. POPULATION DETAIL

Total population of the project is approximately 4967 which include the population of guest

rooms, staff population and visitors of various facilities. Breakup of the population is given in

Table-6.




Table-6: Calculation of Population (Hotel + Retail)

Description

Total

Population /

Area

Hotel Population

Keys

306

Hotel Staff Permanent (40) + Banquet & Specialty Restaurant staff permanent (79) 119

Hotel Day Staff (40) + Banquet & Specialty Restaurant day staff (79) 119

Visitors 165

Banquet halls 1778

Specialty Restaurant 334

Gym & Spa 609

Retail

Visitor in First Floor 297

Second Floor 267

Day staff (salesmen) in shops (30 shops) 50

Admin / security staff 70

Office

Day staff in offices 742

Admin / security staff 37

Visitors 74

Total 4967

6. ROAD & PARKING DETAILS

Internal Road – Project has 6 mtrs. wide roads in East and North and 9 meter wide

road in South and West direction within the premises.

Entry/exits provided in the Building Premises – 5 exit/entry points have been

provided in the project.

Setbacks: 15mtrs wide in North West direction (Front side of the project) and 9mtrs

wide rest of the directions around the project site.

Parking Details- The total parking proposed is 517 ECS and parking required is 505

ECS.




The detailed Parking details are provided in the Table-7. The comparative parking

details are given in Table-8.

Table-7: Parking Details

Description Norms (As per Delhi Building Bye Laws) Parking (E.C.S.)

Parking

Required

3 ECS/100 sq.m of FAR (16,839.183 m2) 505.1

Total ECS required 505

Basement Area under Parking 14531.086

Total ECS Proposed (@ 32 sqm/ECS for

Normal Car Park & 16 Sqm/ECS for

Stacked Parking)

517

Table-8 Basement Area under Parking

S.

No.

Surface / Basement Basement Area under

Services (sq.mtrs.)

1 Basement-1 2465.299




Total Area under

services

4336.617

Total Area under

Parking

14531.086

Basement cum Traffic Circulation Plans are attached as Annexure- VII.

7. LANDSCAPE DEVELOPMENT

Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air

pollution. Plants serve as a sink for pollutants, reduce the flow of dust and reduce noise

pollution. Calculation of green area for the project is given in Table-9.




Table-9: Species for Green Area

Total Plot area 7030 m2

Total Open area 3923.72 m2

Total Proposed Green Area 1849 m2

Saraca indica (Ashoka)

Casuarina equiselifolia

Cassia fistula (Amaltas)

Jacaranda Mimosaefolia (Jacaranda)

Erythrina indica (Indian Coral tree)

Samanea saman (Monkeypod)

Delonix Regia (Flamboyant tree)

Oreodoxa regia

Lagerstroemia speciosa

Caesalpinia pulcherrina

Landscape plan is enclosed as Annexure VIII.

8. WATER REQUIREMENT, SUPPLY AND DISTRIBUTION

Water Requirement for the proposed project is discussed below.

8.1 Water requirement during Construction phase

The construction activity has been done and hence, there is no requirement for water for

construction phase.

8.2 Water requirement during operation phase

Water requirement during the operational phase is met through Municipal Council. The total

water requirement for the project is 523 KLD. This includes domestic water requirement,

flushing, landscaping, cooling tower makeup, swimming pool, Laundry, RO plant, Kitchen

demand, and for firefighting tank. The total fresh water requirement is 298 KLD which includes

Domestic water requirement, fire-fighting, swimming pool, laundry, Backwash & Regeneration

& R. O. water requirement. The water requirement for Flushing, HVAC Cooling, road washing

and landscaping will be met through treated water from STP.

Details of break-up of water requirement are given in Table-10.




Table 10: Details of water requirement

Description

Total

Population /

Area

Unit Water

Consumption

(LPCD)

Total Water

Requirement

(KLD)

Domestic Cold

Water

Requirement

(KLD)

Domestic

hot Water

Requirement

(KLD)

Total hot +

Cold water

Requirement

(KLD)

Flushing

Requirement

(KLD)

Wastewater

Generation

(KLD)

Hotel Population

Keys 306 320 97.92 47.43 32.13 79.56 18.36 83.232

Hotel Staff Permanent (40) +

Banquet & Specialty

Restaurant staff permanent (79)

119 135 15.39 6.27 4.165 10.435 5.355 13.4215

Hotel Day Staff (40) +

Banquet & Specialty

Restaurant day staff (79)

119 45 5.355 2.28 0.595 2.875 2.38 4.46675

Visitors 165 15 2.475 0.825 0.825 1.65 0.825 2.10375

For Kitchen 306x3 + 80x2 +

770x2+1778x2) = 4634 @ 12

Lit per meal

4634 12 55.608 37.072 18.536 55.608 ……. 47.2668

R.O. Plant for Drinking water

for guest room and

preparation of food &

beverages

….. ….. 29 29 …….. 29 ….. 14.5

Banquet halls 1778 15 26.67 8.89 8.89 17.78 8.89 22.6695

Specialty Restaurant 334 70 23.38 11.69 6.68 18.37 5.01 19.873

Gym & Spa 609 15 9.135 3.571 3.095 8.666 3.095 10.0278

Water for laundry @ 8 Kg /

guest room / day (Total 1088

Kg / day) & 20 Lit /Kg

1,224 20 29.92 17.952 11.968 29.92 …. 26.928

Retail (Visitors) 0

First Floor 297 15 4.455 1.485 -- 1.4885 2.97 3.78675




Description Total

Population /

Area

Unit Water

Consumption

(LPCD)

Total Water

Requirement

(KLD)

Domestic Cold

Water

Requirement

Domestic

hot Water

Requirement

Total hot +

Cold water

Requirement

Flushing

Requirement

(KLD)

Wastewater

Generation

(KLD) Second Floor 267 15 4.005 1.335 1.335 2.67 3.40425

Day staff (salesmen) in shops

(30 shops) 50 45 2.25 1.25

1.25 1 1.9125

Admin / security staff 70 45 3.15 1.75 1.75 1.4 2.6775

Miscellaneous water

requirement for Hotel / Retail /

Office

0

Make up water for cooling tower

of A/C plant (150000 LPD)

….. ….. 170 …. ……….. 0 170 0

Landscaping water requirement

for 30% of plot area = 2434 m2

@ 1 Lit / m2

….. ….. 10.5 …. ……….. 0 ……….. …..

Road Washing ….. ….. 5 ….. ….. ….. ………..

WTP Backwash & regeneration ….. ….. 8 8 8 ….. 6.8

Mopping & Washing ….. ….. 2 2 …. 2

Swimming Pool (For Hotel)

make-up water

….. ….. 18 18 18

….. …..

Fire Fighting ….. ….. 6.00 …. ……. 0 ….. ….. Total 9972 522.773 195.01 84.453 279.47 237.41 254.51

Total (Rounding off)

(Lit/Day)

9972 523 195 84.00 279 237 255




Water balance diagram for Non-Monsoon is given in Figure-4 and for Monsoon is given in

Figure-5.




Figure-4: Water Balance Diagram for Non-Monsoon Season

Zero Liquid Discharge




Figure-4: Water Balance Diagram for Monsoon Season

Zero Liquid Discharge




Reuse of Treated Water:

Total waste water generated is 255 KLD (Sewage + laundry), which will be treated in the STP of

capacity higher than the waste water generated i.e. 300 KLD (300 KLD STP and 60 KLD ETP,

which was situated at Plot No. 1). The 60 KLD Effluent Treatment Plant (ETP) is situated as site

Plot no. 1 which is common for both Asrani Inns & Resorts Pvt. Ltd. Plot 1 & Plot 2. The 21

KLD wastewater released from laundry effluents at Plot No. 2 has been treated in the same. The

treated water available is 245 KLD (@ of 90%) and it will be recycled and re-used for flushing,

road washing, landscaping, HVAC makeup, DG cooling, thus achieving Zero Liquid

Discharge. During monsoon season, as there will be less water requirement for landscaping, the

excess treated water to be discharged to sewer shall be in tune of 11 KLD. The details of

recycled water uses are provided in Table-11 below.

Table-11 Recycled Water Uses

Treated

Water Flushing

Landscaping

and road

washing

DG

Cooling

Road

washing

Mopping

and

Washing

HVAC

Cooling

Discharge

to

Sewer

Non-

Monsoon

Season

245

KLD

6 KLD 11KLD 20 KLD 5 KLD 2 KLD 170 KLD 0 KLD

Monsoon

Season

245

KLD 6 KLD 0 KLD 20 KLD

5 KLD 2 KLD 170 KLD 11 KLD

Wastewater Treatment Scheme

The 255 KLD sewage generated will be treated in the onsite STP, and the capacity of Sewage

Treatment Plant (STP) will be higher of waste water generated i.e. 300 KLD and the 21 KLD

waste water from laundry will be treated on 60 KLD ETP situated at plot 1. The proposed STP is

based on MBBR technology and Ultra filtration.

Geo technical Report is attached as Annexure-IX.

9. STORM WATER DRAINAGE

The storm water disposal system for the premises is self-sufficient to avoid any collection/

stagnation and flooding of water. Maximum harvesting is done within the site. Sufficient rain

water harvesting system with suitable dimension at appropriate locations in order to catch the

maximum run-off in conformity of Delhi state’s regulation regarding adoption of rain water harvesting.

10. RAINWATER HARVESTING

Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater is

stored for direct use or for recharging the groundwater. Rain Water Harvesting is the technique




through which rain water is captured from the roof and paved surfaces and stored in sub-surface

ground water reservoir by adopting artificial recharge techniques.

Advantages:

To meet the ever increasing demand for water.

To avoid flooding of roads.

To augment the ground water storage and control the decline of water table levels.

To reduce ground water pollution.

To improve the quality of ground water.

To reduce the soil erosion.

To supplement domestic water requirement during summer, drought etc.

Improves the quality of ground water through dilution when recharged to ground water.

In saline areas, rain water provides good quality water and when recharged to ground

water, it reduces salinity and also helps in maintaining balance between the fresh-saline

water inter-faces.

Rainwater Harvesting Calculation for the project is given in Table-12 and Table-13.

Table-12: Runoff Calculation of the Area

Table-13: Numbers of Pits Calculation

As per MoEFCC Notification No. 2910 Dated 9 December 2017 we are proposing 4 pits

(minimum one recharge bore per 5,000 square meters of built up area).

Section Plan is enclosed as Annexure-X.

Elevation Plan is enclosed as Annexure-XI.

Dual Plumbing is enclosed as Annexure-XII.

S. No. Type of Surface Catchment

Area (m2)

Runoff

Coefficient

Intensity of

Rainfall

(mm/hr)

Intensity

of Rainfall

(m/hr)

Runoff

(m3 /hr)

1. Total Roof /Terrace

Area 3,106.28 0.85 11 0.011 29.04

Total Runoff (m3/hr) 29.04

S. No. Diameter of the

Pit

Depth of the

Pit

Volume of

the Pit

Runoff in

15 minutes

No. of

pits

required

No. of pits

proposed

1. 1.5 m 3 m 5.30 m3 7.26 1 4 pits




11. POWER REQUIREMENT

The total electrical load demand is 2,725 KW. The source of power supply is New Delhi

Municipal Council.


system and 1 DG set of 1500 KVA will be on standby. All 4 Nos. DG Sets are fully

synchronized with AMF, Auto Load Management and Auto Load Sharing thru PLC / PCCM

(Power Command Control module) for optimum utilization of backup system. The DG sets are

water cooled.

The DG sets are provided with acoustic enclosure. Adequate stack heights of D.G. Sets are

provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) to facilitate

natural dispersion of exhaust gases.

12. SOLID WASTE GENERATION AND MANAGEMENT

The project adopts a systematic approach for solid waste collection and disposal. Solid waste

generated from the project is collected properly and managed as per Solid Waste Management

Rules, 2016.

The domestic solid waste generated by the occupants of the Guest Rooms, Service Apartments,

staff and Commercial & Community Population, pertains to the two categories, Bio-degradable

and Non-biodegradable. These solid wastes are collected separately by putting three types of

separate bins at the source of generation. For the biodegradable waste green bins are provided,

for the recyclable waste white bins and for the non-biodegradable waste black bins are provided.

For wet garbage, Organic Waste Converter is installed within the complex. Following are the

solid waste generation rate has been considered as given in Table-14.

Table-14: Proposed Solid Waste Generation Rate

Category of Solid Waste Waste

Generation

Rate

Formula Total

Population

Waste

Generated

Hotel/ office/ retail population 0.1 to 0.2

kg/cap/day

Total

Population*0.15

4967 745.05

Total 745




* Source: Manual on Municipal Solid Waste Management, published by Central Public

Health and Environmental Engineering Organization (CPHEEO), Ministry of Urban

Development, Government of India.

The E-waste generated is managed as per the E Waste Management Rules. 2016. The detailed

Solid Waste Generation Management Plan is provided in Figure-6 below:

Figure-6: Solid Waste Management Plan

13. FIRE FIGHTING SYSTEM

The firefighting has been designed as per the recommendations of the National Building Code of

India: Part 4 Fire and Life safety: 2016. The building has been classified under Group-A:

Residential Building, Sub Division A-5: Hotels in the National Building Code 2016.

The Fire Fighting system has been designed considering the following codes, manual and

guidelines;

National Building Code of India (NBC);




As per requirement of fire officer/local fire approving authorities; and

As per Indian Standard Code for Fire Protection (IS Codes)

Fire NOC is attached as Annexure-XIII.

14. DETAIL OF CONSTRUCTION MATERIAL

List of building materials used during construction works:

1. Coarse sand

2. Fine sand

3. Stone aggregate

4. Stone for masonry work

5. Cement

6. Fly Ash

7. Reinforcement steel

8. Plywood & steel shuttering

9. Pipe scaffolding (cup lock system)

10. Bricks

11. Marble

12. P.V.C. conduit

13. MCBs/DBs

14. PVC overhead water tanks

15. Pave tiles

16. GI pipe

17. Wastewater lines

18. S.W. sewer line up to main sewer

19. PVC rain water down take

20. Stainless steel sink in kitchen

21. Insulated glass on external facade with ACP

22. Joinery hardware