Conceptual Plan, Form-1 & Form -1A for Environmental Clearance … · 2019-03-02 · Kabirdas Marg will be used. During the construction phase, about 8-10 trucks are estimated per

Conceptual Plan, Form-1 & Form -1A for Environmental Clearance of the Proposed Hotel at Plot No.1, 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

Asrani Inns and Resorts Private Limited

Proposed Expansion of Hotel at Plot No.1, Wazirpur District Center, Delhi by M/s. Asrani

Inns and Resorts Pvt. Ltd.

Consultant-Ascenso Enviro Pvt. Ltd. Page 1 of 15

APPENDIX -I

(See Paragraph – 6)

FORM-1

(I) Basic Information

Sl. No. Item Details

1. Name of the project Proposed Hotel at Plot No. 1,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 : 7,220.40 m2

Built up Area (FAR + Non FAR): 40,637.23 m2

4. New/Expansion/Modernization Expansion Project

5. Existing Capacity/Area etc. Not Applicable

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

7. Does it Attract the general condition? If

yes, please specify. No

8. Does it attract the specific condition? If

yes, please specify. No

9. Location

Plot No.1

Wazirpur District Centre

Delhi

New Delhi

Plot/Survery/Khasra No

Village

Tehsil

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 Delhi Development Authority (DDA)




(Complete postal addresses with

telephone nos. to be given)

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.1 was handed over

to Asrani Inns and Resorts Private Limited by

Delhi Development Authority admeasuring

7,220 sq.m. The copy of the possession letter,

(Ref. File No. F30 (I)/206/CL/3790 dated:

13/10/2006). No need to examine the alternative

site.

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,

Applicability of these rules will be examined and

if required, clearance will be taken.

mailto:[email protected]




1972?

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

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

land use (with respect to local land

use plan)

No The selected site falls under land use as

per the Master plan of Delhi 2021 and will

be developed as per the same.

The possession of the plot no.1 was

handed over to Asrani Inns and Resorts

Private Limited by Delhi Development

Authority admeasuring 7,220 sq.m. The

copy of the possession letter, (Ref. File

No. F30 (I)/206/CL/3790 dated:

13/10/2006) 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








No. F30 (I)/206/CL/3790 dated:


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

1/08/2014) 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

Yes Excavation was carried out for foundation

of buildings and basements. The total

excavated quantity of earth material will




excavations 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

No Not Applicable




have an impact on the

environment?

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








No. F30 (I)/206/CL/3790 dated:


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 556KLD 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)

No Diesel for DG sets will be stored in drums

in earmarked locations. It shall also be




to human health or the environment

(flora, fauna, and water supplies)

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

materials, sewage and waste

Yes Fugitive Dust emission during earthwork

and construction activities.

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

10.


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.)

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.




Housing development

Extractive industries

Supply industries

Other

No

No

No

Yes

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,

landscape, cultural or other

related value

Forest:

Central Ridge RF

Garhi Mandhu PF

Archaeological Sites:

Red Fort

Lal Darwaza, Hauz Qazi

8 km, S

7 km, E

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 Inland:




underground waters 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

Proposed Expansion of 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-1 vide (File no. F30 (I)/2006/CL/3790) dated: 13.10.2006. The copy of Land Documents is attached as Annexure-I. The Project earlier has received environmental clearance vide EC letter No. Environmental Clearance No. DSPCC/SEAC/199/SEIAA/72/2013 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-023448 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.



The project is being developed on the total plot area of 7,220.40 m2. Earlier the built up area is 27,867.49 Sqm but after modification of plan the buildup area increase to 40,637.23 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.



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



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



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



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 7,220.40 m2 2. Built-up Area 40,637.23 m2 3. Total Water Consumption 559 KLD 4. Total Freshwater Requirement 313 KLD 5. Power Requirement 1980 kW 6. Power Backup 3 DG sets of 2000 KVA and 1 DG set

of 1500 KVA( on stand by) 7. Total Parking proposed 490 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 7,220 m2. The total built up area is

40,637.23 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 559 KLD. This includes domestic water requirement, flushing, landscaping, cooling tower makeup, swimming pool, Laundry, RO plant, Kitchen demand, fiter back wash and for firefighting tank. The total fresh water requirement is 313 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.



Power Requirement: The total electrical load demand is 1980 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 and 1 DG set of 1500 kVA will be on stand by. 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 490 ECS and parking required is 485 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 485.205 Total ECS required 485

Proposed Parking Total ECS Proposed@ 32 sqmt/ECS 490

Table-1(b): Basement Area under Parking

S. No.

Surface / Basement

Basement Area under Services (sq.mtrs.)

1 Basement-1 2325.460 2 Basement-2 892.898 3 Basement-3 1066.086 4 Basement-4 1063.805 Total Area

under services 5348.249

Total Area under Parking

15681.589

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



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 30 KLD ETP 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



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-VIII. 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



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.



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).



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



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



Table-3: Details of water requirement

Description Total

Population / Area

Unit Water

Consumption

(LPCD)

Total Water

Requirement

(KLD)

Domestic Cold

Water Requirem

ent (KLD)

Domestic hot Water Requirem

ent (KLD)

Total hot + Cold water

Requirement

(KLD)

Flushing Requirem

ent (KLD)

Wastewater

Generation

(KLD)

Hotel Population

Keys 374 320 119.68 57.97 39.27 97.24 22.44 100.232 Hotel Staff Permanaent(50)+ Banquet & Specialty Restaurant staff permanent (62)

112 135 15.12 6.16 3.92 10.08 5.04 13.104

Hotel Day Staff(35)+Banquet & Specialty Restaurant day staff(62)

112 45 5.04 2.24 0.56 2.8 2.24 4.48

Visitors 201 15 3.015 1.005 1.005 2.01 1.005 2.613 For Kitchen 374x3 + 100x2 + 1166x2) = 2922 @ 12 Lit per meal

2922 12 35.064 23.376 11.688 35.064 ……. 21.0384

R.O. Plant for Drinking water for guest room and preparation of food & beverages

….. ….. 17 17 …….. 17 ….. 9

Banquet halls 800 15 15 7.2 4 11.2 4 12.96 Specialty Restaurant 433 70 30.31 15.155 8.66 23.815 6.495 25.547



Description Total

Populati / A

Unit Water

C t

Total Water

R i

Domestic Cold

W t

Domestic hot Water R i

Total hot + Cold

t

Flushing Requirem

t

Wastewater

G ti

Gym & Spa 619 15 9.285 5.571 3.095 8.666 3.095 10.0278

Water for laundary @ 8 Kg / guest room / day (Total 1088 Kg / day) & 20 Lit /Kg

1,496.00 20 29.92 17.952 11.968 29.92 …. 26.928

Retail

0

Ground floor 697.13 15 10.457 3.49 3.485666667

6.97 9.76

First Floor 268.48 15 4.0272 1.34 1.3424 2.68 3.76 Day staff (salesmen) in shops ( 30 shops) 60

45 2.7 1.5 1.5 1.2 2.4

Admn / security staff 100 45 4.5 2.5 2.5 2 4 Office 0 Day staff in offices 742 45 33.39 18.55 18.55 14.84 29.68 Admn / security staff 37 45 1.665 0.925 0.925 0.74 1.48 Visitors 74 15 1.11 0.37 0.37 0.74 1.036 Miscellaneous water requirement for Hotel / Retail / Office

0

Make up water for cooling tower of A/C plant (150000 LPD)

….. ….. 170 …. ……….. 0 ….. 0

Landscaping water requirement for 30% of plot area = 2434 m2 @ 1 Lit / m2

….. ….. 11 …. ……….. 0 ….. …..

Road Washing 5 WTP Backwash & 8



Description Total

Populati / A

Unit Water

C t

Total Water

R i

Domestic Cold

W t

Domestic hot Water R i

Total hot + Cold

t

Flushing Requirem

t

Wastewater

G ti

regeneration Mopping & Washing 2

Swimming Pool (For Hotel) make-up water

….. ….. 18 …. ……….. 0 ….. …..

Fire Fighting ….. ….. 5.00 …. ……. 0 ….. ….. Total 9047.613

333 555.78 182.30 84.17 266.46806

67 73.49 278.04

Total(Rounding off) (Lit/Day)

9048 556 182 84.00 266.00 73 278



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



Figure-5: Water Balance Diagram for Non-Monsoon Season

One time Requirement =

556

Total fresh water requirement =314

Domestic Water requirement = 236

Swimming Pool requirement = 18

Domestic Wastewater generation @ 80 % = 189

Flushing water requirement = 73

Flushing Wasteweter generation @ 100 % =73

Total Wastewater generation= 189+ 73+6+9 =

277

Landscaping =11

DG sets cooling =20

One time Requirement

Treated Water

Wastewater Generation

Fresh Water Requirement

All Figures in KLD

Fire Fighting=5 HVAC Cooling= 150

ETP capacity more than total wastewater generation = 60

KLD

STP capacity more than total wastewater

generation= 300 KLD

Recycled water @85%= 235+27=262

Laundry=30

Laundary waste water @ 90% of

=27

@ 85%

WTP backwash & regenerationy=8

RO Plant=17

RO Plant Reject@ 50% of

=9

Road Washing =5

Mopping and Washing=2

Backwash waste water @80% of

=6

2

5

20

11

150

Waste water from laundry =27



Figure-6: Water Balance Diagram for Monsoon Season


556







Total Wastewater generation= 189+ 73+6+9=

277


Landscaping =0

DG sets cooling =20


Treated Water



All Figures in KLD



KLD


generation= 300 KLD


Laundary=30


=27

@ 80%


RO Plant=15


=9

Road Washing =5



=6

2

5

20

0

150

Discharge to sewer= 11

11



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. 314 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 304 KLD (277 KLD Sewage + 27 KLD from 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). The treated water available is 262 KLD (@ of 85%) 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 is provided in Table-5 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

216 KLD

51 KLD 7 KLD 20 KLD 10 KLD 9 KLD 170 KLD

0 KLD

Monsoon Season

216 KLD

51 KLD 0 KLD 20 KLD 10 KLD 9 KLD 170

KLD 7 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.



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 201

Wastewater generated from domestic use (@ 80% of domestic water requirement)

161

Water requirement for Flushing Purpose 51 Wastewater generated from Flushing (@ 100% of flushing requirement)

51

Total Wastewater generated 270

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.

Table-7: Runoff Calculation of the Area

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

25.87 0.8 11 0.11 27.58

Total Runoff (m3 /hr) 25.87



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.

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

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. 3 m 1.5 m 27.58 m3 6.90 1 8 pits



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 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.

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 239 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 31 KLD

waste water from laundary will be treat on 30 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 270 KLD. An STP of capacity 300 KLD(300 KLD STP and 30 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.

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



216 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-IX.

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)

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.



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



S. No.


Common Name


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



S. No.


Common Name


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.



S. No.


Common Name


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



S. No.


Common Name


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 2,434 m2 is proposed at the project site.

Landscape plan is attached as Annexure-X.

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



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.



The parking spaces are provided on the surface and in the basement. The total parking required for the proposed Hotel project is 485 ECS as per the Building Byelaws of Delhi while parking provided is 490 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.



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 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 stand by. 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.



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.



Table-11: Social Infrastructure around the project site.

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

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.



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



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. 694 kg/day from the proposed project.



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.



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



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



• 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 and 1 DG set of 1500 kVA will be on stand by.

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



(100% Shaded Overhang Projection Factor 1.0 Multiplication Factor = 0.5 as per Section 4.3.3 of ECBC) Light Transmittance = 0.87 • Hermetically Sealed Double Glazing 8 mm Clear Tempered + 12 mm Air gap + 6 mm Clear Tempered U-Value = 2.8 W/m2 K Solar Heat Gain Coefficient (SHGC) of Glass = 0.69 The windows will be shaded with a dense screen, which does not let any direct sun hit the glass. Thus, the effective SHGC = 0.69 x 0.50 x 0.50 = 0.17 (100% Shaded Overhang Projection Factor 1.0 Multiplication Factor = 0.5 as per Section 4.3.3 of ECBC) Light Transmittance = 0.78

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



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



• 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:



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



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.



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.



Hazards Associated with Activities Control / Mitigation Measures 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.



Hazards Associated with Activities Control / Mitigation Measures 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



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)



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. 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.

• 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. The NOC from Delhi Fire Service has been obtained for the project and the copy is attached as Annexure-XI.



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: • 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: • Laminated Glass 8 mm Clear + 1.52 PVB + 6 mm Clear Tempered 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 (100% Shaded Overhang Projection Factor 1.0 Multiplication Factor = 0.5 as per Section 4.3.3 of ECBC) Light Transmittance = 0.87 • Hermetically Sealed Double Glazing 8 mm Clear Tempered + 12 mm Air gap + 6 mm Clear Tempered U-Value = 2.8 W/m2 K Solar Heat Gain Coefficient (SHGC) of Glass = 0.69 The windows will be shaded with a dense screen, which does not let any direct sun hit the glass. Thus, the effective SHGC = 0.69 x 0.50 x 0.50 = 0.17 (100% Shaded Overhang Projection Factor 1.0 Multiplication Factor = 0.5 as per Section 4.3.3 of ECBC) Light Transmittance = 0.78

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.



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.

No significant impact on surface/ground water quantity envisaged.

In an unlikely event of non-availability of water supply, water will be brought using tankers.



• 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.



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

No significant impact due to suitable width of Greenbelt.



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.



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



• 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



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.



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.



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.



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


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




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



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



Table-18: Environmental Management Cost

COMPONENT CAPITAL COST (RS. IN LACS)

RECURRING COST (RS. IN LACS)

Sewage Treatment Plant 99 20

Rain Water Harvesting System 25 5

Solid Waste Management 1 0.4

Environmental Monitoring - 4

Green Area 8 1.6

Others (Energy saving devices, miscellaneous)

40 10

Total 173 41

Proposed Expansion of Hotel at Plot-1, 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-1, 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-1 vide (File no. F30 (I)/2006/CL/3790) dated:

13.10.2006. The copy of Land Documents is attached as Annexure-I.

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

Clearance No. DSPCC/SEAC/199/SEIAA/72/2013 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-023448 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 7,220.40 m2. Earlier the built up area is

27,867.49 m2 but after modification of plan the built up area increase to 40,637.23 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

Ravindra Public School

600mtrs towards North-East

460mtrs towards West

285mtrs towards North

7. Nearest Hospital

Max Hospital

Bhagvan Mahavir 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 7,220 m2. The total built up area is 40,637.23 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

Corner-I 28°41'41.90"N 77°8'48.13"E

Corner-II 28°41'41.21"N 77°8'51.00"E

Corner-III 28°41'37.82"N 77°8'49.57"E

Corner-IV 28°41'38.77"N 77°8'46.84"E

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 7,220.00

2 Total Permissible Ground Coverage @ 50% of plot area 3,610.00

a Permissible Ground Coverage @ 40% of plot area 2,888.00

b Additional ground Coverage For Atrium @ 10% of plot area 722.00

3 Achieved Ground Coverage @ 40.72 % of Plot Area 2940.047

4 Permissible FAR @ 2.15 of Plot area 15,500.00

5 Total FAR achieved @2.241 of plot area 16,180.415

a Hotel @ 1.83 of Plot Area 13,270.299

b [email protected]% of Plot area 2,675.315

c Atrium FAR @0.03 of plot area 234.81

6 Proposed Non FAR (Service area) @ 122.94% of Plot area 8,876.36

7 Total Basement area 21,029.84

a Basement 4 (including service area 1063.805 sqm) 5,257.46

b Basement 3 (including service area 1066.086 sqm) 5,257.46

c Basement 2 (including service area 892.898 sqm) 5,257.46

d Basement 1(including service area 2325.46 sqm) 5,257.46

8 Built up Area (FAR+ Non-FAR+ Service area) 40,637.23

9 Green Area Provided @33.7 % of plot area 2,434

10 Maximum Building Height (in meters) 69.65

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 2,434 m2 is 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+14

Table 5: Floor wise details of building

S. No Particulars Hotel Building

1 Ground Floor Commercial along with Banquet Hall & Banquet lobby

2 First Floor Commercial.

3 Second Floor Banquet Hall, Kitchen, Banquet Lobby and Pre Function facility hall.

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 (16), Sky Lobby and lobby.

8 Seventh Floor Suite, Rooms (15), Sky Lobby and Refuge Area.

9 Eighth Floor Suite, Rooms (15), Sky Lobby.

10 Ninth Floor Suite, Rooms (16), Sky Lobby.

11 Tenth Floor Rooms (17), Sky Lobby and Refuge Area.

12 Eleventh Floor Rooms (17), Sky Lobby.

13 Thirteenth Floor Suite, Rooms (16), Sky Lobby and Refuge Area.

14 Fourteenth Floor Service floor.

AAI NOC is attached as Annexure-VI.

5. POPULATION DETAIL

Total population of the project is approximately 4628 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

No. of Keys=187 374

Hotel Staff Permanent (50) + Banquet & Specialty Restaurant staff permanent (62) 112

Hotel Day Staff (35) + Banquet & Specialty Restaurant day staff (62) 112

Visitors 201

For Kitchen 374x3 + 100x2 + 1166x2) = 2922 @ 12 Lit per meal 2922

Banquet halls 800

Specialty Restaurant 433

Gym & Spa 619

Water for laundry @ 8 Kg / guest room / day (Total 1088 Kg / day) & 20 Lit /Kg 1496

Retail

Floating population at ground floor @ 1 person per 3 sqm area 697.13

Floating population at First floor @ 1 person per 6 sqm area 268.48

Day staff (salesmen) in shops ( 30 shops) 60

Admin / security staff 100

Office

Day staff in offices 742

Admin / security staff 37

Visitors 74

Total 9047.61

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 490 ECS and parking required is 485

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 485.205

Total ECS required 485

Basement Area under Parking 15681.6

Total ECS Proposed@ 32 sqmt/ECS 490

Table-8 Basement Area under Parking

S.

No.

Surface / Basement Basement Area under

Services (sq.mtrs.)

1 Basement-1 2325.460

2 Basement-2 892.898

3 Basement-3 1066.086

4 Basement-4 1063.805

Total Area under

services

5348.249

Total Area under

Parking

15681.589

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: Calculation of Green Area

Total Plot area 7,220 m2

Total Open area 4270 m2

Total Proposed Green area 2,434 m2

Selected species of trees proposed:

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 556 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 314 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 374 320 119.68 57.97 39.27 97.24 22.44 100.232

Hotel Staff Permanent (50) +

Banquet & Specialty

Restaurant staff permanent (62)

112 135 15.12 6.16 3.92 10.08 5.04 13.104

Hotel Day Staff (35) +

Banquet & Specialty

Restaurant day staff (62)

112 45 5.04 2.24 0.56 2.8 2.24 4.48

Visitors 201 15 3.015 1.005 1.005 2.01 1.005 2.613

For Kitchen 374x3 + 100x2 +

1166x2) = 2922 @ 12 Lit per

meal

2922 12 35.064 23.376 11.688 35.064 ……. 21.0384

R.O. Plant for Drinking water

for guest room and

preparation of food &

beverages

….. ….. 17 17 …….. 17 ….. 9

Banquet halls 800 15 15 7.2 4 11.2 4 12.96

Specialty Restaurant 433 70 30.31 15.155 8.66 23.815 6.495 25.547

Gym & Spa 619 15 9.285 5.571 3.095 8.666 3.095 10.0278

Water for laundry @ 8 Kg /

guest room / day (Total 1088

Kg / day) & 20 Lit /Kg

1,496.00 20 29.92 17.952 11.968 29.92 …. 26.928




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) Retail 0

Ground floor 697.13 15 10.457 3.49 3.485666667 6.97 9.76

First Floor 268.48 15 4.0272 1.34 1.3424 2.68 3.76

Day staff (salesmen) in shops

(30 shops) 60

45 2.7 1.5 1.5 1.2 2.4

Admn / security staff 100 45 4.5 2.5 2.5 2 4

Office 0

Day staff in offices 742 45 33.39 18.55 18.55 14.84 29.68

Admn / security staff 37 45 1.665 0.925 0.925 0.74 1.48

Visitors 74 15 1.11 0.37 0.37 0.74 1.036

Miscellaneous water

requirement for Hotel / Retail /

Office

0

Make up water for cooling tower

of A/C plant (150000 LPD)

….. ….. 170 …. ……….. 0 ….. 0

Landscaping water requirement

for 30% of plot area = 2434 m2

@ 1 Lit / m2

….. ….. 11 …. ……….. 0 ….. …..

Road Washing 5

WTP Backwash & regeneration 8

Mopping & Washing 2

Swimming Pool (For Hotel)

make-up water

….. ….. 18 …. ……….. 0

….. …..

Fire Fighting ….. ….. 5.00 …. ……. 0 ….. …..

Total 9047.613333 555.78 182.30 84.17 266.4680667 73.49 278.04

Total (Rounding off)

(Lit/Day)

9048 556 182 84.00 266.00 73 278




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


556







Total Wastewater generation= 189+ 73+6+9 =

277

Landscaping =11

DG sets cooling =20


Treated Water



All Figures in KLD



KLD


generation= 300 KLD


Laundry=30


=27

@ 85%


RO Plant=17


=9

Road Washing =5



=6

2

5

20

11

150


Zero Discharge of Water




Figure-5: Water Balance Diagram for Monsoon Season


556







Total Wastewater generation= 189+ 73+6+9=

277


Landscaping =0

DG sets cooling =20


Treated Water



All Figures in KLD



KLD


generation= 300 KLD


Laundary=30


=27

@ 80%


RO Plant=15


=9

Road Washing =5



=6

2

5

20

0

150

Discharge to sewer= 11

11




Reuse of Treated Water:

Total waste water generated is 304 KLD (277 KLD Sewage + 27 KLD from 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). The treated water available is 262 KLD (@ of 85%) 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

262

KLD

73 KLD 11KLD 20 KLD 5 KLD 2 KLD 150 KLD 0 KLD

Monsoon

Season

262

KLD 73 KLD 0 KLD 20 KLD

5 KLD 2 KLD 150 KLD 11 KLD

Wastewater Treatment Scheme

The 304 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 60 KLD

ETP on which 29 KLD laundry effluent from plot no. 2 will be treated in the same. The proposed

STP is based on MBBR technology

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 8 pits

(minimum one recharge bore per 5,000 square meters of built up area).

11. POWER REQUIREMENT

The total electrical load demand is 1980 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

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 2,940.047 0.8 11 0.011 25.87

Total Runoff (m3/hr) 25.87

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. 3 m 1.5 m 27.58 m3 6.90 1 8 pits




(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*0.1

5

9048.00 1357.2

Total 1357

* 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-X.




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