E xp an s i on of “C 3 H ab i tat C e n tr e (R e s e ar c ...

Application for Environmental Clearance

for

Expansion of “C3 Habitat Centre (Research Centre)

At

Plot No. C-3, Qutab Institutional Area, Katwaria Sarai, New Delhi

BEING DEVELOPED BY:

M/s Habitat India C-3, Qutab Institutional Area, Katwaria Saria, New Delhi

PREPARED BY: Environmental Consultant

M/s PERFACT ENVIRO SOLUTIONS PVT. LTD. (NABET Registered wide list of accredited consultants organizations/ Rev 83/ 20 January,

2020 at S. No-120) NN Mall, Sector-3, Rohini, New-Delhi-85; Phone: 011-49281360

Scanned by CamScanner

TABLE OF CONTENTSSECTION A- FORM 1 A-1 to A-19SECTION B- FORM 1A B-1 to B-15SECTION C- CONCEPTUAL PLAN C-1 to C-7SECTION D- ENCIRONMENT MANAGEMENT PLAN D-1 to D-32SECTION E- RISK ASSESSMENT E-1 to E-5SECTION F- ENCLOSURES F-1 to F-98Enclosure 1- Consultant Authorization F-1 Enclosure 2:Land Papers F-3Enclosure 3: AAI Approval F-44Enclosure 4:Electricity Bill F-48Enclosure 5:Water Bill F-50Enclosure 6: Air Dispersion Report F-53Enclosure 7:Traffic Report F-68Enclosure 8: Topographical Map F-86Enclosure 9: Layout Plan F-88Enclosure 10: Section Elevation Plan F-90

SECTION A : FORM 1

Expansion of “C3 Habitat Centre (Research Centre)” at Plot No. C-3, Qutab Institutional Area, New Delhi By M/s Habitat India

APPENDIX I

(See paragraph – 8.9) Form-1

I. Basic Information

S. No. Item Details 1. Name of the project/s Expansion of “C3 Habitat Centre (Research Centre)” 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 - 9914.807 m2 Total Built-up area-42541.285 m2

4. New/ Expansion/ Modernization Expansion

5. Existing Capacity/ Area etc. Total Plot Area-: 9914.807 m2 Total Built-up area (existing) -: 13514.431 m2, The construction was done in the year 2002. Thus, EIA Notification 2006 and its amendments were not applicable. At present the building is non-operational.

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

7. Does it attract the general condition? If yes, please specify.

Not Applicable

8. Does it attract the specific condition? If yes, please specify.

Not Applicable

9. Location Latitude: 28°32'12.55"N Longitude: 77°11'23.95"

Plot/ Survey/ Khasra No. Plot No. C-3, Qutab Institutional Area, Village Katwaria Sarai Tehsil - District South Delhi State New Delhi

10. Nearest railway station/ airport along with distance in kms.

Nearest Airport: Safdarjung Airport-5.55 Km NNE Nearest Railway Station: Okhla Railway Station -7.75 Km NEE Nearest National Highway: NH 236 -3.45 Km SSW Nearest Metro Station : Hauz Khas Metro Station-1.70 Km NE

11. Nearest Town, city, District Headquarters along with distance in kms.

The project is in New Delhi

12. Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (complete postal addresses with telephone nos. to be given)

South Delhi Municipal Corporation. South Zone KD Colony, Sector 9, Rama Krishna Puram, New Delhi 110022 E-mail ID: mcdonline.gov.in

13. Name of the applicant M/s Habitat India

Environmental Consultant- M/s Perfact Enviro Solutions Pvt. Ltd. A-2


14. Registered Address C-3, Qutab Institutional Area, Katwaria Saria, New Delhi

15. Address for correspondence: C-3, Qutab Institutional Area, Katwaria Saria, New Delhi

Name Mr. Ajay Singh Pathania Designation (Owner/Partner/CEO) DGM Address H-65, Cannaught Circus, New Delhi Pin Code 110001 E-mail [email protected] Telephone No. 01143034400 Fax no. -

16. Details of Alternative Sites examined, if any. Location of these sites should be shown on a Toposheet.

No alternate site has been examined.

17. Interlinked Projects No 18. Whether separate application of

interlinked project has been submitted? Not Applicable

19. If yes, date of submission Not Applicable

20. If no, reason Not Applicable 21. Whether the proposal involves

approval/clearance under: if yes, details of the same and their status to be given. (a) The Forest (Conservation) Act,

1980? (b) The Wildlife (Protection) Act,

1972? (c) The C.R.Z. Notification, 1991?

Not Applicable Not Applicable Not Applicable

22. Whether there is any Government Order/ Policy relevant/ relating to the site?

Not Applicable

23. Forest land involved (hectares) No 24. Whether there is any litigation pending

against the project and/ or land in which the project is propose to be set up?

(a) Name of the Court (b) Case No. (c) Orders/ directions of the Court,

if any and its relevance with the proposed project.

No Not applicable Not applicable Not applicable

II. Activity

1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.)



S. No. Information/Checklist confirmation

Yes/No Details thereof (with approximate quantities /rates, wherever possible) with source of information data

1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)

No The land use of the total area of the project i.e 9914.807 sqm (2.45 Acres) has been changed to institutional use as per perpetual lease deed by Delhi Development Authority. (Lease deed has been enclosed in Section-F).

Expansion of the complex is being proposed for the existing non- operational building. Hence, there will be no change in land use.

1.2 Clearance of existing land, vegetation and buildings?

No There will be no clearance of existing buildings or land on the project site.

1.3 Creation of new land uses?

No Since, the proposed project is Expansion of an existing non- operational research centre. Hence, there will be no creation of new land uses.

1.4 Pre-construction investigations e.g. bore houses, soil testing?

Yes Pre-construction Geo-technical investigation has been done.

1.5 Construction works? Yes Construction has been done as per approved building plans & applicable by-laws. The same will be followed for further construction for expansion also.

1.6 Demolition works? No There will be no demolition works on the site.

1.7 Temporary sites used for construction works or housing of construction workers?

No Approx. 150 no. of workers during the construction phase will be hired from nearby areas and hence no housing provisions will be made. Only temporary shelters will be provided.

1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations

Yes Above ground, the building is elevated up to a maximum height of 32.31 m. Topsoil shall be preserved at designated areas for landscaping purposes while the rest of the excavated soil shall be used for backfilling purposes.

1.9 Underground works including mining or tunneling?

No Not Applicable

1.10 Reclamation works? No No reclamation work will be done. 1.11 Dredging? No Not applicable 1.12 Offshore structures? No Not applicable

1.13 Production and manufacturing processes?

No It is a building construction project; hence no production or manufacturing processes will be carried out.



1.14 Facilities for storage of goods or materials?

Yes During Construction Phase: ♦ Separate raw material yards will be made within

the project site. ♦ Cement will be separately stored under cover in

bales. ♦ Sand will be stacked nearby under tarpaulin cover. ♦ Bricks and steel will be laid in open. ♦ The raw material yard will be located within the

project site. During Operation Phase: Since the project is an Office Complex, storage of products like eatables, toiletries etc. will be done.

1.15 Facilities for treatment or disposal of solid waste or liquid effluents?

Yes Solid waste: During Construction phase: Total 150 labourers will be hired during the construction phase and hence 23 kg/day of solid waste will be generated which will be disposed of at the Municipal Solid Waste Disposal Site. Mobile toilets will be provided at sites for laborers which will be regularly cleaned. The wastewater generated will be disposed of to septic tanks which will be cleaned regularly.

During Operation Phase: Total after Expansion: 341 kg/day of total solid waste will be generated from the complex. Out of which, 137 kg/day of biodegradable waste will be treated in Organic Waste Convertor and converted to manure. 102 kg/day of non-biodegradable waste and 102 kg/day will be given approved recycler.

Liquid Effluent : 3 KLD of treated water from ETP along with waste water generated after expansion total waste water will be 98 KLD which will be treated in the STP of capacity 120 KLD for treatment of waste water generated from the complex. 93 KLD treated water will be reused completely within the premises for purposes like flushing, gardening and cooling and additional 55 KLD of treated water will be outsourced for cooling purposes. It will be a Zero-Liquid Discharge Complex. Details of Water Management & Solid Waste Management are given in Section-D.



1.16 Facilities for long term housing of operational workers?

No During Construction Phase: The workers during construction phase will be hired from nearby areas and hence no provision of long-term housing will be made. Only temporary shelters will be provided.

During Operation Phase: As the proposed project is an Office Complex, staff will be hired for the office. Staff like maintenance staff will be hired from the nearby areas. Hence, separate housing will not be provided.

1.17 New road, rail or sea traffic during construction or operation?

No No new road, rail or sea traffic will be proposed. Transportation facilities (Two or three wheelers, Public Transport etc.) will be used during construction phase and same will be used in operation phase.

1.18 New road, rail, air, waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc.?

No No new road, rail, or sea traffic will be proposed.

The transportation infrastructure already existing near site are as follows:

Nearest Airport: Safdarjung Airport-5.55 Km NNE Nearest Railway Station: Okhla Railway Station -7.75 Km NEE Nearest National Highway: NH 236 -3.45 Km SSW Nearest Metro Station : Hauz Khas Metro Station-1.70 Km NE

1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements?

No Not Applicable

1.20 New or diverted transmission lines or pipelines?

No Not Applicable

1.21 Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers?

No Not Applicable

1.22 Stream crossings? No Not Applicable 1.23 Abstraction or transfers of water

from ground or surface waters? No No abstraction or transfer of water from ground or

surface will be done. During Construction Phase: - Treated water from nearby STP will be taken from tanker suppliers. During Operation Phase: -



The ultimate source of water will be Delhi Jal Board Supply.

1.24 Changes in water bodies or the land surface affecting drainage or run-off?

No Not Applicable

1.25 Transport of personnel or materials for construction, operation or decommissioning?

Yes During Construction phase: Materials during the construction phase will be transported by trucks, tractors, trolley etc.

During Operation Phase: Car, two/three-wheeler, public transport, etc. are being used. The same will be followed after further expansion.

1.26 Long-term dismantling or decommissioning or restoration works?

No Not Applicable

1.27 Ongoing activity during decommissioning which could have an impact on the environment?

No Not Applicable

1.28 Influx of people to an area in either temporarily or permanently?

No During Construction phase: Temporary influx of people in the form of laborers will be there. Approx. 150 no. of local laborers will be employed.

During Operation Phase: Total After Expansion-: As it is an Office Complex, 2050 no. of total Staff (including Staff- 2000 ; Maintenance Staff- 50) will be working for 8-12 hours. Influx of 222 no. of visitors for the complex is envisaged.

1.29 Introduction of alien species? No Not Applicable 1.30 Loss of native species or genetic

diversity? No Not applicable

1.31 Any other actions? No Not Applicable

2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply):

S. No. Information/checklist

confirmation Yes/No Details thereof (with approximate quantities

/rates, wherever possible) with source of information data

2.1 Land especially undeveloped or agricultural land (ha)

Yes 9914.807 m2 (2.45 Acres) of land has been developed as an Office Complex. Expansion is being proposed on the existing complex only. Hence, there is no involvement of undeveloped or agricultural land.



2.2 Water (expected source & competing users) unit: KLD

Yes During Construction phase: Water during construction phase will be sourced from tanker water suppliers supplying treated water from nearby STP.

During Operation Phase (Total after Expansion): Total water requirement of the project will be 205 KLD out of which 57 KLD will be fresh water. Rest of the 148 KLD water requirement will be fulfilled by 93 KLD of treated water generated from the STP of capacity 120 KLD and an additional 55 KLD of treated water will be outsourced. Detailed Water Management & Water Balance are given in the Environment Management Plan.

2.3 Minerals (MT) No Not applicable 2.4 Construction material – stone,

aggregates, sand / soil (expected source – MT)

Yes The major materials required for construction of the project will be steel, tiles, glass, cement, agate, bricks, flooring tiles / stones, sanitary and hardware items, electrical fittings, etc.

2.5 Forests and timber (source – MT) Yes Plywood for doors & windows have been used which will be procured from the local market. The same will be followed for further expansion also.

2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW)

Yes Source of Electricity – BSES Rajdhani Power Limited Total Electrical load (after expansion) – 3000 kW

D.G. sets for power back up-

Existing- 1x300 kVA, 1x1000 kVA, 1x600 kVA

Proposed- 1x1010 kVA.

2.7 Any other natural resources (use appropriate standard units)

No Not applicable

3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health.


Yes/ No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies)

No No storage of hazardous substances (as per Manufacturing, Storage and Import of Hazardous Chemical Rules, 1989) will be done.



3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases)

No Suitable drainage and waste management measures will be adopted which restricts the stagnation of water or accumulation of water. This has effectively restricted the reproduction and growth of disease vectors.

3.3 Affect the welfare of people e.g. by changing living conditions?

Yes During Construction phase: Employment opportunities provided due to the project will lead to better quality of life & will also set a standard for future developments in the area. Moreover, this project will provide employment to about 150 no. of local laborers during construction phase.

During Operation Phase: As it is a Office Complex, there will be several services required which generates direct & indirect employment for the people of nearby areas.

3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc.

No No vulnerable group of people will be affected by the project.

3.5 Any other causes No None

4. Production of solid wastes during construction or operation or decommissioning (MT/month)


Yes/ No

Details thereof (with approximate quantities/rates, wherever possible) with source of information data

4.1 Spoil, overburden or mine wastes. No Not applicable

4.2 Municipal waste (domestic and or commercial wastes)

Yes During Construction phase: Solid waste generated during the construction phase will be 23 kg/day which will be disposed off at Municipal Solid Waste Disposal Site.

During Operation Phase (Total after Expansion)-: Total Solid Waste Generation from the complex will be 341 kg/day. Out of which, 137 kg/day biodegradable waste will be treated in Organic Waste Convertor to get converted into manure.102 kg/day of non-biodegradable waste and 102 kg/day of plastic waste will be sent to authorised recyclers. Detailed Solid Waste Management is given Section-D.



4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes During Construction phase: Used oil whenever generated from the DG sets will be kept in a leak proof container in an isolated area and given to approved recycler.

During Operation Phase : 36 ltr/month of used oil from diesel generators will be carefully stored in HDPE drums in isolated covered facilities. The used oil will be sold to vendors authorized by Central Pollution Control Board for the treatment of the same. Suitable care will be taken so that spills / leaks of used oil from storage could be avoided.

4.4 Other industrial process wastes No Not Applicable

4.5 Surplus product No Not applicable

4.6 Sewage sludge or other sludge from effluent treatment

Yes During Operation Phase: - Approx. 4 kg/day of dried sludge will be generated from STP within the complex and will be used as manure in the green area. Unused sludge will be given to farmers/nursery.

4.7 Construction or demolition wastes Yes Construction waste will be used for flooring & Backfilling in roads etc.

4.8 Redundant machinery or equipment No Not applicable

4.9 Contaminated soils or other materials.

No Not applicable

4.10 Agricultural wastes No Not applicable 4.11 Other solid wastes

Yes During Construction phase: No E-waste & Battery waste will be generated.

During Operation Phase: About 2-3 kg/month of E-waste will be generated which will be given to approved recycler of SPCB. Battery waste will be generated from inverters, UPS and will be treated as per Batteries (Management & Handling Rules, 2001). The same will be followed for further expansion.

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

S.No Information/Checklist Confirmation

Yes/ No Details thereof (with approximate quantities/rates, wherever possible) with source of information data



5.1 Emissions from combustion of fossil fuels from stationary or mobile sources

Yes During Construction phase: Acoustically enclosed DG set of capacity 1×62.5 kVA and 1×125 kVA will be installed with adequate stack height.

During Operation Phase (Total after Expansion): The only source of emission will be from combustion of fuel from DG sets of capacity 1x300 kVA, 1x1000 kVA, 1x600 kVA (existing) and 1x1010 kV (Proposed). Hence, to avoid the emissions, the DG sets will be kept in the basement. Stack height of 6.0 m above roof level for each D.G. sets will be provided to reduce the air emissions, meeting all the norms prescribed by CPCB.

5.2 Emissions from production processes

No Not applicable

5.3 Emissions from materials handling including storage or transport

Yes Dust will be generated during construction, from the movement of transport vehicles & other construction activities. The effect will be restricted to the construction phase only. Water sprinklers will be used for dust suppression. Material will be stored under Tarpaulin cover.

5.4 Emissions from construction activities including plant and equipment

Yes Dust & emissions are likely to be generated during construction activities which will be reduced by sprinkling of water in a specific time interval & timely maintenance schedule for machinery. Also, windbreakers will be installed and the machines will be shut down during idle period.

5.5 Dust or odors from handling of materials including construction materials, sewage and waste

Yes During loading & unloading of construction material dust is likely to be generated during construction phase. Water will be sprinkled and tarpaulin cover will be provided over stored raw material to reduce dust emission.

Mobile Toilets during construction phase will be provided & waste water will be disposed off in septic tanks which will be cleaned regularly.

5.6 Emissions from incineration of waste.

No Not applicable.

5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris).

No Open burning of biomass/ other material will be prohibited.

5.8 Emissions from any other sources.

No None

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

S.No Information/Checklist confirmation

Yes/ No

Details thereof (with approximate quantities/rates, wherever possible) with source of information data with source of information data



6.1 From operation of equipment e.g. engines, ventilation plant, crushers

Yes During Construction phase: The equipment such as mixer machines, bulldozers, cranes, compactors & excavators will be used which are of highest standard of reputed make and adhere to international standards. Hence an insignificant impact due to construction machinery will be envisaged. Apart from this, the construction activities will be restricted to daytime only and timely maintenance of machinery are ensured. During Operation Phase: Total after Expansion: Source of noise in the operational phase is D.G. Sets of capacity 1x300 kVA, 1x1000 kVA, 1x600 kVA (existing) and 1x1010 kV (Proposed). The D.G. Sets shall be kept in an acoustically treated room in the basement with anti-vibration pads. DG sets shall be used during Power failure only.

6.2 From industrial or similar processes

No Not applicable

6.3 From construction or demolition Yes Due to the various activities, there will be short-term noise impacts in the immediate vicinity of the project site. These will be restricted to day time only. It has been estimated that during the construction period the average noise level will be 80-100 dB (A) during peak construction hours. However, embankment will be done to further prevent the noise pollution.

6.4 From blasting or piling No No blasting or piling will be done. 6.5 From construction or operational

traffic

Yes Some amount of noise (70 – 75 dB (A)) will be generated from vehicular movement in the construction and operational phase. Plantation around the boundary wall will be developed to reduce noise from traffic.

6.6 From lighting or cooling systems No Not Applicable 6.7 From any other sources No None

7. Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea:

S. No Information/Checklist confirmation

Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

7.1 From handling, storage, use or spillage of hazardous materials

No No hazardous material will be stored or utilized the project.



7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge)

Yes Operation Phase: Total After Expansion: Total waste water generation after expansion will be 98 KLD which will be treated in STP of total capacity 120 KLD.Waste water generation from kitchen will be 4 KLD , which will be treated into ETP of 5 KLD and treated water of 3 KLD will be further treated into STP. 93 KLD treated water will be completely reused in flushing, gardening and cooling purposes and additional 55 KLD treated water will be outsourced. It will be a Zero-Liquid Discharge Project.

7.3 By deposition of pollutants emitted to air into the land or into water

No None

7.4 From any other sources No Not applicable

7.5 Is there a risk of long-term buildup of pollutants in the environment from these sources?

No Not applicable

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


Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

8.1 From explosions, spillages, fires etc. from storage, handling, use or production of hazardous substances

Yes All appropriate measures will be taken during the construction phase. Proper fire-fighting systems will be installed at the site.

8.2 From any other causes Yes During Construction Phase: All the laborers will be provided with suitable personal protective equipment (PPE) as required under the health & safety norms. Training and awareness about the safety norms are provided to all supervisors and laborers involved in construction activity.

8.3 Could the project be affected by natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, cloudburst etc.)?

Yes The area under study falls in Seismic Zone-IV, according to the Indian Standard Seismic Zoning Map. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structure.

9. Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality.



S. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

9.1 Lead to development of supporting cities, ancillary development or development stimulated by the project which could have impact on the environment e.g.: • Supporting infrastructure (roads, power supply, waste or waste water treatment, etc.) • Housing development • Extractive industries • Supply industries • Other

No No No No No

Not Applicable Not Applicable Not Applicable Not Applicable Not Applicable

9.2 Lead to after-use of the site, which could have an impact on the environment

No Not Applicable

9.3 Set a precedent for later developments Yes It will attract people to develop organized infrastructure & planned development in the area.

9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects

No No impact

III. Environmental Sensitivity

S. No

Areas Name/ Identity

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

1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value

ASI Monuments List Attached Separately Asola Wildlife Sanctuary ESZ Okhla Bird Sanctuary

ASI Monuments List Attached Separately 4.70 Km SSE 11.23 Km NEE

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

Water Bodies Drain near Saket Neela Hauz Deer Park Pond Hauz Khas Tank Shamshi Talab Drain near Pushp Vihar

1.89 Km NNE 1.94 Km SW 2.32 Km NNE 2.42 Km SE 2.72 Km SSW 3.70 Km SE 5.07 Km NNE



Sanjay Lake near Safdarjung Airport Ghitorni Lake Pond near Shyam Nagar Drain near Pant Nagar Tughlaqabad Fort Pond Sharpur Nala Old Fort Lake Yamuna River Bangla Sahib Sarover Suraj Kund Lake Pea-Cock Prasad Nagar Lake Drain near Pandav Nagar Sanjay Lake near Mayur Vihar Najafgarh Drain Forest Jahanpanah City Protected Forest Rajokri Protected Forest Central Ridge Reserve Forest

6.69 Km SW 7.60 Km NEE 7.67 Km NNE 8.19 Km SE 8.87 Km SSE 9.38 Km NNE 9.59 Km NE 10.08 Km NNE 10.80 Km SE 10.92 Km SE 12.14 Km NNW 12.61 Km NE 13.28 Km NE 14.86 Km NNW 4.11 Km E 6.07 Km SWW 6.85 Km NNW

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

Asola Wildlife Sanctuary ESZ Okhla Bird Sanctuary

4.70 Km SSE 11.23 Km NEE

4 Inland, coastal, marine or underground waters

None None

5 State, National boundaries

Haryana State Boundary U.P. State Boundary

8.39 Km SE 12.25 Km NEE

6 Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas

Road NH-236 NH-8 NH-2 NH-24 Railway Station Hauz Khas Metro Station Gate no. 1 Malviya Nagar Metro Station Chattarpur Metro Station AIIMS Metro Station Gate No. 3 Sultanpur Metro Station Okhla Railway Station Hazrat Nizamuddin Railway Station Pragati Maidan Halt Railway Station

3.45 Km SSW 5.87 Km NEE 7.83 Km NEE 9.43 Km NE 1.70 Km NE 1.73 Km SE 3.57 Km SSW 3.74 Km NNE 4.94 Km SW 7.75 Km NEE 8.56 Km NE 10.35 Km NNE 11.04 Km NW



Delhi Cantonment Railway Station Tilak Bridge Railway Station Tughlakabad Railway Station Shahbad Mohammadpur Railway Station NewDelhi Railway Station Bijwasan Railway Station Sadar Bazar Railway Station Sarai Rohilla Railway Station Old Delhi Junction Railway Station Airport Safdarjung Airport Indira Gandhi International Airport

11.12 Km NNE 11.13 Km SEE 11.81 Km NWW 12.31 Km NNE 13.50 Km W 13.75 Km NNE 13.96 Km NNE 14.36 Km NNE 5.55 Km NNE 9.01 Km NWW

7 Defence installations

Arjangarh Airforce Station 9.10 Km SW

8 Densely populated or built-up area Mehrauli Village 1.98 Km SSW

9 Areas occupied by sensitive man-made land uses (hospitals, schools, places of worship, community facilities)

Hospital Dr. Jitender Nagpal,Pediatrician, Sitaram Bhartia Institute of Science and Research, B-16,Qutab Industrial Area Om Advanced Dental Care Center,124/a-2,Shaheed Jeet Singh Marg,Naraina, Block-A, Katwaria Sarai Medeor Hospital, B 33-34,Qutab Industrial Area Post Office Post Office, NIE Campus, New Delhi Post Office, Central Ave, Indian Institute of Technology Delhi, Hauz Khas Sub Post Office,B-19,Hauz Khas Market, Block-E, Hauz khas Place of Worship Gurudwara Sahib,Pocket-A, Katwaria Sarai Laxmi Narain Mandir, Shaheed Jeet Singh Marg, Phase -1,Near DDA Market,Block-3, Katwaria Sarai Atholi Mata Temple, Block-F, Katwaria Sarai School

0.48 Km NWW 0.54 Km NW 0.81 Km NWW 0.49 Km NEE 1.06 Km NE 2.35 Km NE 0.39 Km NNW 0.41 Km NNW 0.51 Km NNW



Little Pearls Play School, F- 127, Basement, Block-A, Katwaria Sarai. Happy Public School, Block-D, Katwaria Sarai. Rainbow Kids Play School, A-125, LG Floor, Katwaria Sarai. Bank State Bank of India, N.I.E. Campus Sri Aurobindo Marg,New Delhi HDFC Bank ATM, 18, Ramnath House, Commercial Complex,Yusuf Sarai Yes Bank ATM, Shop No.-124,New Delhi Main Road, Katwaria Sarai.

0.56 Km NNW 0.57 Km NNW 0.59 Km NNW 0.38 Km NE 0.43 Km NNE 0.45 Km NNW

10. Areas containing important, high quality or scarce resources (Ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)

ASI Monuments List Attached Separately Water Bodies Drain near Saket Neela Hauz Deer Park Pond Hauz Khas Tank Shamshi Talab Drain near Pushp Vihar Sanjay Lake near Safdarjung Airport Ghitorni Lake Pond near Shyam Nagar Drain near Pant Nagar Tughlaqabad Fort Pond Sharpur Nala Old Fort Lake Yamuna River Bangla Sahib Sarover Suraj Kund Lake Pea-Cock Prasad Nagar Lake Drain near Pandav Nagar Sanjay Lake near Mayur Vihar Najafgarh Drain Forest Jahanpanah City Protected Forest Rajokri Protected Forest Central Ridge Reserve Forest

ASI Monuments List Attached Separately 1.89 Km NNE 1.94 Km SW 2.32 Km NNE 2.42 Km SE 2.72 Km SSW 3.70 Km SE 5.07 Km NNE 6.69 Km SW 7.60 Km NEE 7.67 Km NNE 8.19 Km SE 8.87 Km SSE 9.38 Km NNE 9.59 Km NE 10.08 Km NNE 10.80 Km SE 10.92 Km SE 12.14 Km NNW 12.61 Km NE 13.28 Km NE 14.86 Km NNW 4.11 Km E 6.07 Km SWW 6.85 Km NNW



11 Areas already subjected to pollution or environmental damage. (Those where existing legal environmental standards are exceeded)

Okhla Naraina Anand Parvat

10.15 Km NEE 11.62 Km NNW 14.23 Km N

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)

Area falls in seismic zone IV.


SECTION B : FORM 1A


APPENDIX II

(See paragraph 8.9)

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

1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity)

1.1 Will the existing land-use get significantly altered from the project that is not consistent with the surroundings? (Proposed land-use must conform to the approved Master Plan / Development Plan of the area. Change of land-use if any and the statutory approval from the competent authority be submitted). Attach Maps of I. Site location

II. Surrounding features of the proposed

site (within 500 meters)

III. The site (indicating levels & contours) to appropriate scales. If not available, attach only conceptual plans.

No, the land use of total area 9914.807 m2 (2.45 Acres) has already been changed. Hence, there will be no change in land use. Perpetual Lease has been enclosed in Section-F. The proposed project site is located at Plot No. C-3, Qutab Institutional Area, Katwaria Sarai, New Delhi. Latitude: 28°32'12.55"N Longitude: 77°11'23.95"E The site location is shown on Google Map given in Section-D. Map showing the vicinity around the site in 500 m radius is given in Section-F. Layout Plan has been enclosed.

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.

Total Plot area - 9914.807 m2 (2.45 Acres) Total Built-up area – 42541.285 m2 205 KLD 3000 kW (3333.33 kVA) Connectivity: NH 236 -3.45 Km SSW None Total Parking Required- 297 ECS Total Parking Provision- 336 ECS

Environmental Consultant- M/s Perfact Enviro Solutions Pvt. Ltd. B-2


1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing land-use, and disturbance to the local ecology).

The entire project influenced area will be developed as per the provision of Master Plan of New Delhi, thus no induced development will be foreseen due to the proposed project. Construction phase as well as operation phase of the project, will generate direct and indirect employment opportunities for a large section of society. The employment will have a positive impact thereby increasing the quality of life.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Details of soil type, slope analysis, vulnerability to subsidence, seismicity etc. may be given).

Yes, there will be disturbance due to excavation of basements. However, care will be taken so that no erosion, subsidence & instability take place. Soil Type: Silty Loam Slope Analysis: The project area possesses fairly plain terrain. Erosion / Subsidence: Proper greening & paving of areas will not cause any soil erosion problem and subsidence. Seismicity: The area under study falls in Seismic Zone-IV according to the Indian Standard Seismic Map. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structure.

1.5 Will the proposal involve alteration of natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site)

The proposed project activities will not cause any alteration of the natural drainage system.

1.6 What are the quantities of earthwork involved in the construction activity cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.)

Above ground, the building is elevated up to a maximum height of 32.31 m. Topsoil will be preserved at designated areas for landscaping purposes while the rest of the excavated soil will be used for backfilling purposes.

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

Water Supply: During Construction Stage, water will be sourced through treated water from nearby STP. Waste Generation / Handling: Soil excavated will be reused for backfilling and the fertile topsoil will be reused for horticultural purpose. Spillage of oil from the machinery or cement residual from concrete mixer plants will be properly collected and reused in construction site. For construction labour, proper sanitary facilities & wash areas will be constructed and good hygienic conditions will be maintained. During Operation Phase-: 98 KLD wastewater will be treated in STP of capacity 120 KLD. 93 KLD inhouse treated water and an additional 55 KLD of outsourced



treated water will be reused completely within the premises.Waste water generation from kitchen will be 4 KLD , which will be treated into ETP of 5 KLD and treated water from ETP will further be treat into STP.

1.8 Will the low-lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity)

No low lying and wetlands are present in and around the project site.

1.9 Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labor and the means of disposal)

The construction debris consists of cement, mortar, broken bricks etc. which is common in nature and will not cause any health hazard to associate and nearby population. The construction debris will be used for road levelling. Liquid waste: The sewage and wastewater generated will be disposed off to septic tanks via soak pit. Waste Management (During Construction Phase): No. of Labors : 150 Nos. Solid waste : 23 kg/day Wastewater : 6 KLD Details have been given in Section-D.

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 meet? State the sources & quantities and furnish a water balance statement.

The total quantity of water requirement after expansion will be 205 KLD & fresh water requirement will be 57 KLD. The water requirement will be met by the Delhi Jal Board. Domestic : 52 KLD Flushing : 43 KLD Gardening : 5 KLD Cooling : 100 KLD Kitchen : 5 KLD Total Water Requirement: 205 KLD Total Waste Water Discharge: 98 KLD (3 KLD ETP treated water and 95 KLD Waste water)

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

Delhi Jal Board will be supplying water to the complex and it is a dependable source of water.

2.3 What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality)

In case Delhi Jal Board Supply is not made or the supply made is inadequate then the water will be arranged through tankers complying IS0:10500 (Indian Drinking Water Standards)

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)

Treated water of 93 KLD from inhouse STP will be reused in flushing, gardening and cooling purposes within the project and additional 55 KLD of outsourced treated water will be used for cooling i.e. total 148 KLD of water



requirement will be fulfilled from recycling of treated water. It will be a Zero-Liquid Discharge Complex.

2.5 Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption)

There will not be any substantial effect on water demand of this region as the development will be as per the development plan.

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)

During Operation Phase: Total after Expansion: The total waste water generated from the complex will be 98 KLD which will be treated in STP of total capacity of 120 KLD. 93 KLD treated water generated from the complex which will be reused in flushing, gardening and cooling purposes and additional 55 KLD of outsourced treated water will be used for cooling. The complex will be a Zero-Liquid Discharge Complex.

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

2 no. of rainwater harvesting pits (1 Existing and 1 Proposed) will be constructed at the site for recharge of ground water of Diameter-5.0 m and Depth-4.5 m (Dual-Bore) The details of Rain Water Harvesting Pits are given in Section-D.

2.8 What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long-term basis? Would it aggravate the problems of flooding or water logging in any way?

2 no. of Rain Water Harvesting Pits (1 Existing and 1 Proposed) will be constructed in the complex. The rain water will be properly collected and will be treated & reused used to recharge the ground. No, it will not aggravate the problem of flooding or water logging in any way, rather it will reduce the same.

2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any)

There will be no ground water extraction, however ground water recharging will be through 2 no. of rain water harvesting pits so, there will be a positive impact on groundwater level.

2.10 What precautions/measures are taken to prevent the run-off from construction activities polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts)

During the construction phase, runoff from the construction site will not be allowed into the roadside. It will be collected in a tank & after pre-treatment it will be reused for sprinkling, etc.



2.11 How is the storm water from within the site managed? (State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels)

During Construction Phase: Adequate measures will be taken to channelize such storm water and the same will be collected in rain water storage tanks.

During Operation Phase: 2 no. of rainwater harvesting pits (1 Existing and 1 Proposed) will be constructed to recharge of ground-water of Diameter- 5.0 m and Depth-4.5 m (Dual-Bore)

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)

Mobile toilets will be provided for laborers during construction period. The waste will be disposed of to a septic tank which will be cleaned regularly. Washing area will be cleaned and hygienic conditions will be maintained.

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)

During Construction Phase: Waste water from laborers will be discharged into a septic tank which will be cleaned regularly. During operation phase: Total After Expansion: 98 KLD wastewater will be treated in STP of capacity 120 KLD.4 KLD of wastewater from kitchen will be treated into ETP of 5 KLD . 93 KLD inhouse STP treated water will be reused for flushing, gardening and cooling purposes and additional 55 KLD of treated water will be outsourced for cooling purpose.

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

Dual Plumbing line will be provided in the complex for reuse of treated water.

3. VEGETATION: -

3.1 Is there any threat of the project to biodiversity? (Give a description of the local ecosystem with its unique features, if any)

Core Zone: Presently, the site is an existing non-operational Office Complex with few trees already planted in the complex which shall be retained. Buffer Zone: There are no Wildlife Sanctuaries present in the 10 km radius of the Project Site. However, the dominant species present in the Buffer Zone around the project site are Neem (Azadirachta indica), Gulmohar (Delonix regia), Safeda (Eucalyptus), Carrot grass (Parthenium sp.), Amaltas (Cassia fistula), Bougainvillea, Peepal (Ficus religiosa), Sheesham (Dalbergia sissoo), bottle palm, bottle bush, etc.

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project)

Other shrubs & grasses existing at the proposed vacant land which will also be cleared at the time of construction.



3.3 What are the measures proposed to be taken to minimize the likely impacts on important site features? (Give details of proposal for tree plantation, landscaping, creation of water bodies etc. along with a layout plan to an appropriate scale)

Provision of plantation area 1635.717 m2 area (16.50 % of total plot area) (1013.967 m2 on ground and 621.75 m2 on terrace) with lawns, ornamental plants has already been made. No. of trees-: Plot Area/80 = 123.9 (say 124) Species proposed

Botanical Name Common Name Cassia fistula Amaltas

Alstonia scholaris Devil's Tree

Lagerstroemia speciosa Kanak Champa

Delonix regia Gulmohar Azadirachta indica Neem

Peltophorum pterocarpum Copper Pod

Butea monosperma Palash

Total

Ornamental Plants Botanical Name Common Name

Schefflera arboricola Dwarf umbrella tree

Gardenia jasminoides Cape jasmine

Hamelia patens Fire bush

Cycas revoluta Sago Palm

4. FAUNA

4.1 Is there likely to be any displacement of fauna- both terrestrial and aquatic or creation of barriers for their movement? Provide the details.

Core Zone: Presently, the land is an non- operational project with few trees, shrubs and vegetation present. There will be only borrowing animals but it is not a habitant of local fauna. Hence, there will be no displacement.

Buffer Zone: There are no wild life sanctuaries within 10 km radius of the project site.

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

As there is no distinct plantation at site, hence no avifauna exist at site hence, however, proper landscaping has been planned to provide a clean, healthy and beautiful green environment for the population. Common native variety of trees and ornamental flowering species will be planted in the green space which will attract avifauna & hence will have direct positive impact on the local avifauna & this will provide shelter to local birds.



4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on fauna.

Not applicable

5. AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give details of background air quality levels with predicted values based on dispersion models considering the increased traffic generation as a result of the proposed constructions)

The present air quality as measured at site is as follows: Particulars Unit Baseline

Data Incremental GLC

PM2.5 μg/m3 124.7 0.234 PM10 μg/m3 171.9 0.535 NO2 μg/m3 44.1 0.524 SO2 μg/m3 12.4 0.322

The present traffic density near the site is about 836 PCU/hr with LOS = 0.16 (Carrying Capacity-5143 PCU/hr). As the project is a institutional office complex wherein the total in out of the vehicles will be around 614 PCU/hr., hence there will not be any impact due to the operation of the complex. Details are given in the Section D

5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give details in relation to all the meteorological parameters.

No dust, odor will be generated at the site. Smoke will be generated from the operation of DG sets. To channelize the emissions generated from DG Set, stack height of 6 m above the roof level of DG set has been provided. Ventilation system will also be provided in the STP room.

5.3 Will the proposal create a 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.

Presently on the road opposite the site the existing traffic density is 836 PCU/hr on 70 m wide road. Parking provision at 336 ECS has been proposed on the surface and basements. Hence, there will be no shortage of parking space for vehicles. Apart from this separate entry and exit gates will be provided to regulate smooth traffic movement in the complex.

5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category.

The project being an office complex requires parking of Two wheelers and four wheelers. Trucks will be parked in the complex for loading and unloading of the material. No bicycle tracks/ pedestrian ways are required. Footpaths around the building of 1 m width will be provided.



5.5 Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above.

To reduce/ avoid traffic following steps will be taken:

● Two-way traffic movement

● No honking zone

● No vehicle movement in specified areas.

The foundation will be made very hard and paved with rubber flooring to minimize the vibration, also all other measures to reduce vibration has been adopted during designing of new buildings.

5.6 What will be the impact of DG sets & other equipment on noise levels & vibration in & ambient air quality around the project site? Provide details.

Fuel: Low sulphur H.S.D Location of DG sets: Basement D.G sets will be bought acoustically enclosed & placed in acoustically treated rooms to reduce the noise from D.G. Sets with proper stack height as per C.P.C.B. norms to reduce the impacts on air quality around the project site. The noise emissions from D.G. Sets are meeting the noise level as per C.P.C.B guidelines. Low Sulphur fuel will be used to run these D.G. Sets. Vibration pads will be used in DG sets to minimize the vibration effect.

6. AESTHETICS

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

Construction of the Office Complex will increase the beauty of the area by having proper landscaping. Yes, all considerations will be taken by the proponents.

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

All measures will be taken to prevent harm to existing buildings due to construction of the complex. All measures to control air pollution & Noise & vibrations will be considered.

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

The development in the entire project area will be carried out as per the NBC 2016. No, there are no anthropological or archaeological sites or artefacts near the site. No significant features applicable.

7. SOCIO-ECONOMIC ASPECTS



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

The proposed project is Institutional Office Complex & thus there will be an influx of population in the form of Staff & Visitors. Thus, there will be some change in the demographic structure of the area.

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

The proposed project falls in New Delhi City which has all the social infrastructure facilities in the form of education health & work centers etc.

Hospital Dr. Jitender Nagpal,Pediatrician, Sitaram Bhartia Institute of Science and Research, B-16,Qutab Industrial Area Om Advanced Dental Care Center,124/a-2,Shaheed Jeet Singh Marg,Naraina, Block-A, Katwaria Sarai Medeor Hospital, B 33-34,Qutab Industrial Area Post Office Post Office, NIE Campus, New Delhi Post Office, Central Ave, Indian Institute of Technology Delhi, Hauz Khas Sub Post Office,B-19,Hauz Khas Market, Block-E, Hauz khas Place of Worship Gurudwara Sahib,Pocket-A, Katwaria Sarai Laxmi Narain Mandir, Shaheed Jeet Singh Marg, Phase -1,Near DDA Market,Block-3, Katwaria Sarai Atholi Mata Temple, Block-F, Katwaria Sarai School Little Pearls Play School, F- 127, Basement, Block-A, Katwaria Sarai. Happy Public School, Block-D, Katwaria Sarai. Rainbow Kids Play School, A-125, LG Floor, Katwaria Sarai. Bank State Bank of India, N.I.E. Campus Sri Aurobindo Marg,New Delhi

0.48 Km NWW 0.54 Km NW 0.81 Km NWW 0.49 Km NEE 1.06 Km NE 2.35 Km NE 0.39 Km NNW 0.41 Km NNW 0.51 Km NNW 0.56 Km NNW 0.57 Km NNW 0.59 Km NNW 0.38 Km NE



HDFC Bank ATM, 18, Ramnath House, Commercial Complex,Yusuf Sarai Yes Bank ATM, Shop No.-124,New Delhi Main Road, Katwaria Sarai.

0.43 Km NNE 0.45 Km NNW

7.3 Will the project cause adverse effects

on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed?

The proposed complex will be constructed within the designated site as per the defined building by-laws of government authority. There are following sacred sites or cultural heritage sites within vicinity of proposed project-:

1. Gurudwara Sahib,Pocket-A, Katwaria Sarai-0.39 Km NNW

2. Laxmi Narain Mandir, Shaheed Jeet Singh Marg, Phase -1,Near DDA Market,Block-3, Katwaria Sarai- 0.41 Km NNW

3. Atholi Mata Temple, Block-F, Katwaria Sarai- 0.51 Km NNW

Proper measures will be taken so that no adverse impacts are envisaged on the nearby sacred site or cultural heritage sites of the project.

8. BUILDING MATERIALS

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

The major materials required for construction of the project will be steel, cement, bricks, flooring tiles/ stones, sanitary and hardware items, electrical fittings, etc. which will be bought predominantly from the local market. Energy efficient building material will be used.

8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts?

Yes, transportation and handling of material will result in air & noise pollution; however, will be minimized by covering material by the tarpaulin and ensuring PUC certificate of vehicles and good condition silencers.

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

The debris of construction material will be used in backfilling, roads etc.

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

The solid waste will be disposed off as per Solid Waste Management Rules, 2016. Details are given in the Environment Management Plan.



9. ENERGY CONSERVATION

9.1 Give details of the power requirements, source of supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption?

Power Requirement – Total After Expansion: 3000 kW Source of Power: BSES Rajdhani Power Limited Energy consumption assumed per square foot of built-up area-: 0.00655 Back-up Source: For Power back up D.G. Sets of 1x300 kVA, 1x1000 kVA, 1x600 kVA (existing) and 1x1010 kV (Proposed). During power failure D.G. Sets will start automatically. Fuel consumption for DG Sets is calculated to be 483 ltr/month of Low Sulphur Diesel. As per the latest C.P.C.B. norms, D.G. Sets will be installed in acoustic enclosure and silencer. To minimize energy consumption following measures will be adopted:

● 8-10 % of the total power requirement will be met through solar power.

● LED, Solar panel, energy efficient lifts, energy efficient motors and pumps will be used to conserve electrical energy.

● Building orientation will be designed in such a way to maximise the use of solar and wind energy.

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

● Consumption of non-renewable fuel will be minimized.

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

DG Sets: Existing- 1x300 kVA, 1x1000 kVA, 1x600 kVA Proposed- 1x1010 kVA. Fuel: Ultra Low-Sulphur diesel. Solar backup details: - 8-10% of the total power requirement will be met through solar power.

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation?

Double reflective glass will be used in the complex. Specification of plain double reflective glass is given below:

‘R’ Values (in Sq m. Deg C/ Watt): 0.58

‘U’ Values (in Watts/ Sq m. Deg C): 1.7

Solar Heat Gain Coefficient: 0.70



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

Building design and envelope will be optimized through selection of appropriate wall and roof construction and through adoption of solar measures.

9.5 Does the layout of streets & buildings maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building? Substantiate with details.

Yes, the layout of buildings will be designed to maximize the potential for use of solar lighting per day devices. Yes, solar lights will be used for street lighting & common areas.

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 affected?

Solar Measures will be adopted to provide shading devices for windows and roof which would effectively reduce heating up of building envelope. Louvers and sunshades have been used around windows in order to protect from direct sunlight.

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

Suitable energy optimization will be adopted during the calculation of energy load of the proposed project. The space heating load will be minimized using solar structure and suitable buildings envelope material. Uses of incandescent lamps and halogen lamps will be avoided and energy efficient LEDs will be used for all common areas.

The diesel generator sets will be automatically controlled to optimize their usage based on the actual load requirements at any time. Space conditioning will be provided as per norms of National Building Code – Part 8; Building Services Section 3–Mechanical Ventilation. Lighting intensity will be done as per the National Building Code Guidelines.

CFC and HCFC free chillers will be used.

9.8 What are the likely effects of the building activity in altering the micro-climates? Provide a self-assessment on the likely impacts of the proposed construction on creation of heat island & inversion effects?

No significant effect will be envisaged on the surrounding environment of the project. Increased traffic generation and use of diesel generators sets in the project will not cause significant increase in atmospheric concentration of gases and will not result in heat island formation.



9.9 What are the thermal characteristics of the building envelope? (a) roof; (b) external walls; and (c) fenestration? Give details of the material used and the U-values or the R values of the individual components.

S. No

BUILDING MATERIAL PROPOSED WITH U & R VALUES

‘R’ Values (in Sq m. Deg C/ Watts)

‘U’ Values (in Watts/ Sq m. Deg C)

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

2.28 0.44

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

2.04 0.49

3 Double reflective Glass

0.58 1.7

9.10 What precautions & safety measures are

proposed against fire hazards? Furnish details of emergency plans.

The basic system of Fire Fighting will be designed as per the provisions of the National Building Code 2016-: Fire Safety: The building materials will be of appropriate fire resistance standards. Further, design will include provisions for the following: ♦ The electrical systems will be provided with

automatic circuit breakers activated by the rise of current as well as activated by over current.

♦ Fire detection system. ♦ Fire alarm system at appropriate places. ♦ Means of escape ♦ Access for fireman ♦ Adequate fire-fighting requirements will be taken

into account while designing the electrical distribution system.

♦ Emergency Lighting: The emergency lights operated on battery power will be provided at appropriate locations such as corridors, common area, staircase, exit and entrance doors, parking etc.



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

Yes, we will be using glass in our structure. S. No

BUILDING MATERIAL PROPOSED WITH U & R VALUES

‘R’ Values (in Sq m. Deg C/ Watts)

‘U’ Values (in Watts/ Sq m. Deg C)

1. Double Reflective Glass

0.58 1.7

9.12 What is the rate of air infiltration into the

building? Provide details of how you are mitigating the effects of infiltration.

All the windows and doors will be airtight quality; hence we don’t foresee any air infiltration.

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

Solar energy has been used inside the complex. The same will be followed for further expansion.

10. ENVIRONMENT MANAGEMENT PLAN

10.1 The Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire.

Environment Management Plan is given in Section-D.


SECTION C : CONCEPTUAL PLAN


1. Introduction The proposed project titled Expansion of “C3 Habitat Centre (Research Centre)” is located at Plot No. C-3, Qutab Institutional Area, New Delhi. The land has been given on Perpetual Lease by Delhi Development Authority to M/s Habitat India. The project has been constructed over a built up area of 13,514.431 m2 in the year 2002 and at present the building is non-operational.

Now, due to changes in planning, the FAR Area, Non-FAR Area has been increased. The total plot area of the project after expansion will remain the same i.e. 9914.807 m2 (2.45 Acres). The total built-up area of the project will be 42,541.285 m2.

Since the built-up area of the project is less than 1,50,000 m2. Hence, it falls under Activity 8 (a), Category ‘B’ of schedule of EIA Notification, 2006 and its amendments.

2. Type of Project The proposed project is Expansion of “C3 Habitat Centre (Research Centre)” to be developed having built-up area 42,541.285 m2. Hence, it falls under category B, item 8(a) of schedule of EIA notification, 2006 and its subsequent amendments.

3. Project Details The total plot area of the project will be 9914.807 m2. 3428.781 m2 will be utilised as Ground Coverage. The total FAR Area of the project after Expansion will be 22215.60 m2. The total Non-FAR Area of the project after expansion will be 9530.655 m2 and total basement area of the project will be 10795.03 m2. Hence, the total built-up area of the project will be 42,541.285 m2. Maximum number of floors will be 2B+G+7.The maximum height of the building will be 32.31 m. Cost of the Project will be Rs. 85 Crores.

4. Activities/ Amenities The proposed project is an Office Complex which will include an office hall and auditorium.

5. Site Location The proposed site for the project is located at Plot No. C-3, Qutab Institutional Area, Katwari Sarai, New Delhi.

5.1. Geographical Information of Site Latitude Longitude Elevation

28°32'12.55"N 77°11'23.95"E 234 m

Environmental Consultant- M/s Perfact Enviro Solutions Pvt. Ltd. C-2


5.2. Location Map

5.3. Google Image (500 m Radius)



5.4. Topographical Map



5.5. Layout Plan

6. Population Details

During Construction Phase- Approximately 150 Nos. of local labor will be employed for the construction of the project.

During Operation Phase- The total population of the project has been estimated to be 2272 persons (including Staff and Visitors).

7. Air Management During Construction Phase- DG sets of 1×125 kVA & 1×62.5 kVA will be used for construction work. Dust Mitigation Measures as defined in Notification Dust Mitigation, 2018 will be followed.

During Operation Phase- The total power requirement of the after expansion of the project will be 3000 kW which will be met by BSES Rajdhani India Limited. In case of failure, power backup will be provided through DG sets of 1x300 kVA, 1x1000 kVA, 1x600 kVA (existing) and 1x1010 kVA (Proposed). Stack height level of 6 m above the roof level will be maintained.

8. Noise Management During Construction Phase- DG sets of 1×125 kVA & 1×62.5 kVA will be used for construction works. All machines shall be kept shut during the idle period.



During Operation Phase- The main sources of noise pollution will be D.G sets. of capacity 1x300 kVA, 1x1000 kVA, 1x600 kVA (existing) and 1x1010 kVA (Proposed) that will be installed in the Office Complex. DG sets will be used only as a power backup. DG sets will be bought acoustically enclosed and kept on the basement which will meet the norms prescribed by CPCB. Planting of the trees at the boundary of the project will be done which help in reducing the level of noise within the project.

9. Water Management During construction Phase- Treated water will be arranged from nearby STP which will be used for construction purposes and 7 KLD of freshwater will be required for domestic use by labourer which will be met by tanker supply. Waste water of 5 KLD will be discharged into septic tanks followed by soak pits.

During Operation Phase- The total water requirement of the project will be 205 KLD, out of which, fresh water requirement will be 57 KLD which will be met by Delhi Jal Board Supply. The total waste water generated in the complex will be 98 KLD (95 KLD from flushing, domestic and cooling and 3 KLD ETP Treated Water) which will be treated in STP of capacity 120 KLD. 93 KLD treated water shall be generated from STP. 93 KLD of treated water from in house STP will be reused in flushing, gardening and cooling purposes and additional 55 KLD of treated water outsourced for cooling purpose.

10. Rain Water Harvesting Details 2 no. of rainwater harvesting pits (1 Existing and 1 Proposed) will be constructed at the site.

11. Solid & Hazardous Waste Management During Construction Phase- Soil will be excavated due to excavation for foundation and basement. Total 23 kg/day of waste will be generated from labourers which will be disposed off to a nearby MSW site.

During operation phase- Total 341 kg/day solid waste will be generated after expansion and full occupancy from the project. Out of which, 137 kg/day of Biodegradable waste will be treated in Organic Waste Convertor to get converted into manure. 102 kg/day of non-biodegradable waste and 102 kg/day of plastic waste will be given to authorised recycler.

36 ltr /month used oil shall be generated and 2 kg/month E-waste will be generated which will be handled by managed as per Hazardous and Other Wastes (Management & Transboundary Movement) Rules, 2016 and E-Waste (Management & Handling) Rules, 2016 respectively.

Battery waste will be generated mainly from inverters & UPS which will be managed as per Batteries (Management & Handling) Rules, 2001.



12. Parking Management During Construction Phase- Proper parking provisions of trucks and other construction vehicles will be made. Proper spaces for loading and unloading will be defined.

During Operation Phase- 336 ECS of parking provision will be proposed against the total parking requirement of 297 ECS in the office complex.

13. Green Area Development During Construction Phase- Existing species will be retained at the site except for a few herbs, shrubs & bushes which will be cleared at the time of construction.

During Operation Phase - A provision of plantation in area of 1635.717 m2 (1013.967 m2 on ground and 621.75 m2 on terrace) (i.e. 16.50 % of total plot area) will be made in the proposed complex including lawns, ornamental plants and trees.


SECTION D: ENVIRONMENT MANAGEMENT PLAN


1. Introduction The proposed project titled Expansion of “C3 Habitat Centre (Research Centre)” is located at Plot No. C-3, Qutab Institutional Area, Katwaria Sarai, New Delhi. The project was built before 2006 and hence Environmental Clearance under EIA Notification, 2006 and its subsequent amendments was not applicable. The land has been given on Perpetual Lease by Delhi Development Authority to M/s Habitat India for the development.

Now, due to changes in planning, FAR Area, Non-FAR Area shall increase. The total plot area of the project after expansion will remain the same i.e. 9914.807 m2 (2.45 Acres). The total built-up area of the project will be 42541.285 m2. The project has been constructed over a built up area of 13514.431 m2 and completion done in 2002 and at present the building is non-operational.

Since the built-up area of the project is less than 1,50,000 m2. Hence, it falls under Activity 8 (a), Category ‘B’ of schedule of EIA Notification, 2006 and its subsequent amendments.

2. Land Ownership of the Site The land has been given on Perpetual Lease by Delhi Development Authority to M/s Habitat India for the development.

3. Project Details Project details are given in Table 1

Table 1. Project details

Particulars Unit Existing Details Proposed Details Details as per Total

after Expansion

Plot Area m2

9914.807 (2.45 Acres)

Ground Coverage Area Ground Coverage (Permissible) m2

3470.182(35%)

Ground Coverage (Achieved) m2 1822.496 1606.285 3428.781(34.58%) F.A.R Area F.A.R (Permissible) m2 22308.32(2.25) F.A.R (Proposed) m2 7726.163 14489.437 22215.6(2.241) Permissible Atrium (10% of plot area) m2 - 991.48 991.48

Proposed Atrium (9.925% of plot area) m2 - 984.06 984.06 Non- F.A.R Area Non-FAR m2 - 9530.655 9530.655

Environmental Consultant- M/s Perfact Enviro Solutions Pvt. Ltd. D-2


Other Non- F.A.R Area Basement Area Basement Level-1 m2 2619.78 3132.752 5752.532 Basement Level-2 m2 3168.488 1874.01 5042.498 Total Basement Area m2 5788.268 5006.762 10795.03

Total Non- F.A.R Area

5788.268 14537.417 20325.685

Built-up Area (F.A.R+NON-F.A.R+ Basement Area m2 13514.431 29026.854 42541.285 Green Area m2 - 1635.717 1635.717 Green on ground m2 - 1013.967 1013.967 Green on terrace m2 - 621.75 621.75

Road Area & Open Area m2 - 3724.02 3724.02 Surface Parking Area m2 - 1126.29 1126.29 No. of Floors No. 2B+G+4 - 2B+G+7 SERVICE DETAILS Level of Basement No. 2 2 2 Height of Building m 15.84 - 32.31 POPULATION Staff No. 2000 2000 Maintenance Staff No. 222 222 Visitors No. 50 50 Total Population No 2272 2272 Total Power load kW 3000

No. of DG sets No.

1x300 kVA, 1x1000 kVA, 1x600 kVA 1x1010 kVA

1x300 kVA, 1x1000 kVA, 1x600 kVA, 1x1010 kVA

No. of Rain water Harvesting pits No. 1 1 2

Total Water Requirement KLD - 205 205 Total Fresh Water Requirement KLD - 57 57 ETP Capacity KLD - 5 5 STP Capacity KLD - 120 120

Total Treated Water Reuse KLD - 93 93 Total Solid Waste Generation kg/day - 341 341



Parking Required ECS - 297 297

Total Parking Provision ECS - 336 336

Cost of the Project will be Rs. 85 Crores.

4. Land Use The land use proposed for the project is given in Table 2.

Table 2: Land use of the project Site

Land use Area (m2) Percentage (%)

Ground Coverage 3428.781 34.58

Green Area 1635.717 16.50

Road and Open Area 4850.309 48.92

Total Plot Area 9914.807 100.00

Figure 1. Pie chart for land use

5. Construction Status The building was constructed before 2006, hence Environmental Clearance as per EIA Notification 2006 and its subsequent amendments was not applicable.The project has been constructed over a built up area of 13514.431 m2 and completion was done in 2002 however presently the building is not in operation.



6. Site Photographs

7. Population Details: During Construction Phase- 150 Nos. of local labour will be employed for the construction of the proposed project.

During Operation Phase- The total population of the project has been estimated after expansion will be 2272 persons. The population details are given in Table 3.

Table 3. Population details

Particulars Unit Details as per Total after

Expansion Staff No. 2000 Maintenance Staff No. 57 Visitors No. 148 Total Population No. 2272

8. Parking Details: Parking Required:



Table 3: Parking Requirement Details

Parking Requirement

Particulars Factor Parking Required (in ECS)

Total Parking Required 1.33 ECS/100 sqm 297 ECS

Parking Provision: Table 4: Parking Provision Details

Particulars Basement Area (m2)

Service Area (m2)

Parking Area (m2) Fator

Provided (in ECS)

Basement Level -1 5752.532 862.879 4889.6530 32 153 Basement Level -2 5042.498 756.374 4286.124 32 134 Surface parking - - 1126.29 23 49 Total Parking Provision 336 ECS

9. Water Management 9.1. Source of Water During Construction phase- The water required during the construction phase will be taken through the Tanker supplier from nearby STP. During Operation phase- Water requirements will be met through Delhi Jal Board.

9.2. Present Water Quality The present quality of the Surface Water & Ground Water of nearby water bodies has been accessed, the summarised results with prescribed standards are shown and annexed with the report.

9.3. Water Requirement During Construction phase The services required like water supply and sewage facilities will be arranged on a temporary basis and the same will be maintained without any adverse impact on the environment. Following are the measures required to manage the water environment at site:

● Mobile toilets for construction workers will be provided. ● The sewage and wastewater generated will be discharged into a septic tank followed by

soak pits. ● Runoff from the construction site will not be allowed to stand (water logging) or enter

into the roadside or nearby drain. Adequate measures will be taken to collect such runoff



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

During Operation phase, The total water requirement has been shown in Table below:

Particulars Population Factor in LPCD

Requirement in KL

DOMESTIC in KL

FLUSHING in KL

WASTE WATER in KL

Staff 2050 45.00 92 51 41

Visitor 222 15.00 3 1 2

Total 2272 95 52 43

waste water generation 42 43 85

Kitchen 5 4 (treated in ETP of 5 KLD)

Treated water from ETP 3

Gardening 5 NIL

Cooling 100 10

Total 205 98



Figure 4. Water balance

9.4. Wastewater Treatment Technology The total waste water generated in the complex after expansion will be 98 KLD (3 KLD ETP Treated water and 95 KLD from domestic, flushing and cooling) which will be treated in STP of total capacity 120 KLD. 93 KLD treated water will be generated from STP. 93 KLD of treated water generated from STP will be reused completely in flushing, gardening and cooling purposes.

Table 7. Raw Sewage characteristics Flow m3 / day 98 KLD pH - 7.5-8.0

BOD mg / l 250-300

COD mg / l 300-400

TSS mg / l 100

Table 8. Treated sewage characteristics

pH - 7.5-8.0 BOD mg / l <10 COD mg / l <50 TSS mg / l <20

DESIGN CRITERIA



TREATMENT PROCESS:

The sewage treatment plant (MBBR) shall be installed to treat the raw sewage having the

following characteristics:

TECHNOLOGY OF MBBR PROCESS:

● Biofilm Carrier element.

● Stay in suspension in the reactor.

● Provide very large effective biofilm surface area, where the treatment takes place

● Standard waste water treatment plant configuration is two or more reactors in series, followed

by a settling chambers and/ or tertiary treatment unit.

● It is an advanced High rate waste-water treatment process.

● High Treatment Efficiency

● Low capital, Operation, Maintenance and replacement cost.

MBBR PROCESS WORKS

MBBR Process is a process that threats the sewage / wastewater in the smallest possible reactor with

the help of free floating media which occupies active biomass. The salient feature of MBBR Process

offered by us includes:

● Small foot print area

● Suits perfectly with any shape of reactor

● High surface area media used in the process last for a long period

● Low energy requirement due to the use of high efficiency advanced diffused aeration

system

BENEFITS

● Compact footprint

● Expandable

● Durable non-clogging media

● Stable process

● Lower sludge volume with DAF clarifier

● Lower power consumption

● Ease of operation



9.4.1. Disposal Method Total quantity of wastewater generation will be 98 KLD (95 KLD from domestic, flushing and cooling and 3 KLD of ETP treated water). The generated sewage will be treated in in-house STP of capacity 120 KLD based on MBBR technology. The treated water will be reused for flushing, gardening and cooling Purposes.

10. Rain Water Harvesting The main source of ground water recharging in the study area is rainwater, which infiltrates into the ground through various lithological units present in the study area. Total 2 nos. of RWH harvesting structures will be there at site to recharge the groundwater( 1 already existing and 1 will be constructed). The runoff from the rooftop and storm water shall go to the recharge structures.

♦ Scheme for Ground Water Recharging The rainwater is diverted from the rooftop using rainwater pipes to the surface / underground drainage network. The entire complex is subdivided for recharging structures. The rainwater is diverted into the desilting tank to remove inorganic impurities and the outflow of the desilting tank is taken into the recharge well.

♦ Desilting Tank The desilting tanks are used to remove silt and other floating impurities from rainwater. Desilting tank is like an ordinary container having provision for the inflow, outflow and overflow. Apart from removing silt it holds the excess amount of water till it is soaked up by the recharge structure. The bottom of the tank will have unpaved surface (layers of coarse sand) to allow standing water to percolate into the soil. The rainwater collected in these desilting chambers will be utilized for horticulture.


https://www.draw.io/?page-id=PD-IjLQRur_lxKUU9zq5&scale=auto#G1OCLKiuSPVm6RMxmh4wONQCbNU03_nWR-


♦ Recharge well The recharge well consists of percolation pits with boreholes in the middle of the pit. UPVC pipe perforated is lowered in the middle of the boreholes and the pit will be filled with gravel and pebbles in three layers consisting of boulders, gravel and coarse sand. The mouth of UPVC pipe will be protected to avoid silt getting into it. The depth of the bore will depend on the soil condition/water strata. The schematic diagram is enclosed. It should be therefore concluded that there is no significant impact on surface water quality & hydrology of the area. The proposed rainwater-harvesting scheme will stabilize the groundwater table in the area.

10.1. Rainwater Harvesting pits calculation Soil Quality Silty Loam Annual Rainfall 690 mm Peak Hourly Rainfall 45 mm/hr No. of Rainwater Harvesting Pits 2( 1 Existing and 1 Proposed) Size of Pits Diameter- 5.0 m, Depth- 4.5 m using 20

min retention period

Table : detailed calculation of rainwater harvesting calculation

S.No. Description of Area Area Considered (m2)

Harvesting Factor/Collection efficiency per Area

Retention time Capacity of recharge tank in 20 min

Total Volume of water available for rain water harvesting (m3/20 min)

1 Roof Area 3428.781 0.85 30 87

2 Green Area 1013.97 0.15 30 5

3 Road and open area 3724.02 0.65 30 73

Grand Total 8166.771 165



Maintenance Plan: -

1. Rainwater harvesting pits should be checked and cleaned before and after the rainy season. Cleaning procedure consists of scrubbing of inner walls and floors. Cover and ventilate the tank also.

2. Chlorine solution can be used for cleaning purposes followed by thorough rinsing.

3. Cleaning of filters will be done before and after the rainy season.

4. Cleaning of desilting tanks will be done before and after the rainy season.

5. Regular cleaning of the oil and grease trap will be done and maintained.

6. Weekly cleaning of the pits will be done during the rainy season.



11. Air Management 11.1. Air Quality at Site The present quality of the air has been accessed. The test results of Air quality assessed has been given below:

Table 9. Air Quality Results

Location PM2.5 (μg/m3)

PM10 (μg/m3)

NO2 (μg/m3)

SO2 (μg/m3)

CO (mg/m3)

Onsite 124.7 171.9 44.1 12.4 1.22 Adchini 101.3 159.4 36.5 8.8 0.91

Meteorological Data (2009-2018) The meteorological conditions of the project area can be summarised in the table below:

Table 10. Meteorological conditions of the project area S No. Particulars Details 1 Temperature 21.1°C to 29.3 °C 2 Relative Humidity 43% 3 Average Annual Rainfall 690 mm 4 Predominant wind direction West to East (as per IMD Station-

Safdarjung) Windrose Diagram

Figure 4. Windrose diagram



TEST REPORTS

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF PM2.5

Location Background Concentration PM2.5 (μg/m3)

Predicted Incremental

Concentration PM2.5 (μg/m3)

Post Project Air Quality PM2.5

(μg/m3)

NAAQS (μg/m3)

Onsite 124.7 0.234 124.934 60

Adchini 101.3 0.020 101.32 60



PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF PM10

Location Background Concentration PM10 (μg/m3)

Predicted Incremental Concentration PM10

(μg/m3)

Post Project Air Quality

PM10(μg/m3)

NAAQS (μg/m3)

Onsite 171.9 0.535 172.435 100

Adchini 159.4 0.050 159.45 100



PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF NO2

Location Background Concentration NO2 (μg/m3)

Predicted Incremental Concentration NO2

(μg/m3)

Post Project Air Quality

NO2 (μg/m3)

NAAQS (μg/m3)

Onsite 44.1 0.524 44.624 80

Adchini 36.5 0.090 36.59 80



PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF SO2

Location Background

Concentration SO2 (μg/m3)

Predicted Incremental Concentration

SO2(μg/m3)

Post Project Air Quality SO2

(μg/m3)

NAAQS (μg/m3)

Onsite 12.4 0.322 12.722 80

Adchini 8.8 0.04 8.84 80



PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF CO

Location Background

Concentration CO (mg/m3)

Predicted Incremental Concentration

CO(mg/m3)

Post Project Air QualityCO (mg/m3)

NAAQS (mg/m3)

Onsite 1.22 0.0121 1.2321 2

Adchini 0.91 0.001 0.911 2

11.1.1. During Construction Phase Air quality around the project will be impacted during the construction stage. Various construction activities especially related to loose material may cause the generation of dust that can adversely impact the air quality of the surrounding area. DG sets of 1x125 kVA and 1x62.5 kVA will be used for Power supply during the construction phase.

To minimize such impact, the following measures will be taken:

❖ Metallic Roads leading at construction sites will be paved and blacktopped.



❖ Excavation of soil will be carried out after taking all adequate dust mitigation measures.

❖ All loose soil or sand or Construction & Demolition Waste or any other construction material that causes dust will be kept covered.

❖ Wind-breakers of 10 meters height will be provided. ❖ The water sprinkling system will be put in place using spraying Nozzles. ❖ Hourly Sprinkling will be done using a fixed sprinkling system. ❖ Grinding and cutting of building materials will be done in a covered area. ❖ Construction material and waste will be stored within the earmarked area ❖ No roadside storage of construction materials and waste will be allowed. ❖ Only covered vehicles carrying construction material and waste will be permitted

inside the complex. ❖ Construction and Demolition Waste will be collected in a covered area and will be

sent to C&D waste recycling site. ❖ Wheel washing arrangement of construction vehicles will be provided at the site. ❖ DG sets of capacity 1x125 kVA & 1x62.5 kVA will be installed acoustically enclosed

with adequate stack height above roof level of DG sets.

11.1.2. During Operation Phase

Total power load of the complex is 3000 kW which will be supplied by BSES Rajdhani Power Limited. DG sets of Capacity 1x300 kVA, 1x1000 kVA, 1x600 kVA (existing) and 1x1010 kVA (Proposed) will be installed for power back up on the basement level. The Stack height of D.G Sets will be 6 m above roof level. The D.G Set will meet all the norms prescribed.

As per the specifications from D.G. Set manufacturer following emission standard will be maintained in DG Sets

Table 11. Stack Heights D. G. Set. Capacity No Stack Height

300 kVA 1 3.5 m above roof level

600 kVA 1 5 m above roof level



Table 12. Specifications from D.G. Set manufacturer

D.G Sets (kVA) No. PM mg/Nm3 NOx mg/Nm3 HC mg/Nm3 CO mg/Nm3

1000 kVA 1 75 887.5 100 150 1010 kVA 1 75 887.5 100 150



D.G Sets (kVA) No. PM gm/KW-hr NOX gm/KW-hr SO2 gm/KW-hr CO gm/KW-hr

300 kVA 1 0.3 9.2 1.3 3.5 600 kVA 1 0.3 9.2 1.3 3.5

12. Noise Environment 12.1. Noise Quality at Site

12.1.1. During the Construction Stage: Due to the construction activities undertaken for the project, there will be some noise generation due to the movement of vehicles carrying construction materials and as this will be only a temporary phenomenon, it will be managed by properly regulating the movement of vehicular traffic so that the ambient noise quality will not be adversely affected.

Expected noise levels will be in the range of 80-100 dB(A), which will decrease with increase in distance. All the construction activities will be carried out during the daytime.

Furthermore, following measures shall also be adopted:

● All the machinery and equipment will be regularly maintained to reduce the noise level. ● DG sets of capacity 1 x 125 kVA &1 x 62.5 kVA will be installed acoustically enclosed. ● Noise barriers will be installed to reduce traffic noise & vibrations. ● Earmuff / earplug will be given to the workers working around or operating the plant and

machinery emitting high noise levels. ● Careful planning of machinery operation and scheduling of operations will be taken to

minimize such impact. ● Plantation will be developed along the periphery of the site.

12.1.2. During Operation stage: Sources of Noise Pollution during Operation Phase are working of DG Set of 1x300 kVA, 1x1000 kVA, 1x600 kVA (existing) and 1x1010 kVA (Proposed) and movement and honking of Traffic.

● DG Set of 1x300 kVA, 1x1000 kVA, 1x600 kVA (existing) and 1x1010 kVA (Proposed) will be bought acoustically enclosed by the manufacturer. It will be ensured that the insertion loss of 25 dB(A) is attained.

● No honking zone will be maintained. ● Tree plantation around the boundary of the complex will be maintained.

13. Solid Waste Management 13.1. During construction stage: During the construction, soil will be excavated to provide the foundation & basement. This excavated soil will be properly stacked under tarpaulin cover and will be reused for



backfilling purposes and road construction, etc. The topsoil will be preserved separately and will be used for landscaping purposes only. The unused soil will be sent to landfill sites only.

Table 13. Solid waste management

C&D Waste The debris of construction material will be used in backfilling, roads etc. & rest will be disposed off as per C&D Waste Management Rules, 2016.

Biodegradable Waste

Approx. 23 kg/day of municipal solid waste will be generated from 150 nos. of labours. The waste generated from temporary laborers which will be disposed off at the Municipal Landfill Site.

Recyclable Waste Recyclable materials like aluminum, steel, wood pieces, cement bags, plastic containers, cartons, glass etc. will be given to recyclers.

Plastic waste Plastic waste will be sent to the approved Recycler.

Hazardous Waste Used oil whenever generated from the DG sets will be kept in leak-proof containers in an isolated area and will be sent to approved recycler.

E-waste E-waste if generated will be sent to authorized recycler per E-Waste (Management) Rules, 2016

13.2. During Operation Stage: For 2272 persons around 341 kg/day of solid waste will be generated from the proposed site.

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

Municipal Waste Management

Table 14. Solid waste management Type of Waste Colours of

Bins Category Disposal Method Total Waste (kg/

day)After Expansion

Biodegradable Green Biodegradable The biodegradable waste will be for treatment in organic waste converter and will be converted to manure. The manure will be used in green areas.

137

Non- Biodegradable

Blue Recyclable Recycler 102

Plastic Waste Blue Recyclable Recycler 102

Total 341 kg/day



DETAILS OF ORGANIC WASTE CONVERTER

Design details and operating procedure of the Organic Waste Converter is as follows:

Specifications of OWC

Table 16. Specification of OWC No. of OWC

Provision Capacity per

batch Power Dimension

(l x w x h)

OWC 130 50 kg/batch 8 HP 2.18 m x 1.40 x 1.19

Biodegradable Waste

Batch Capacity Curing Capacity

Time taken No of Batches

137 kg/day 50 kg/batch 100 kg/day Machine Time- 15-20 m

Total Time- 1 hr

3

• No. of organic waste converter = 1 Nos. • Volume of waste = 0.272 m3 • Capacity of curing for 1 day = 0.906 m3 • Capacity of curing for 10 days = 9.06 m3 • Space Area for Curing = 4.6 m2 • Space for Organic Waste Convertor- 2.18 m x 1.40 m = 3.052 m2 • Area designated for Storage and Management of Solid Waste = 7.652 m2 • Space allocated in the Project = 30 m2



STANDARD OPERATING PROCEDURE FOR ORGANIC WASTE CONVERTOR

Segregate the waste as organic and inorganic.

Feed organic waste in OWC.

Add Bioculum 1gm/kg of organic waste.

Add 20% sawdust / dry grass / dry leaves.

Switch ON OWC

Pull the lever after 10 minutes.

OWC will stop after 15 minutes of process.

Pull trolley. Treated waste gets collected in crates kept in trolley.

Place the crates in the Curing system.

Repeat the feeding batches until material finishes.

Collect crushed pulp in a tray for aeration and drying.

Empty out the machine at the end of operation.



Hazardous Waste Management: -

Hazardous waste is a waste with properties that make it dangerous or potentially harmful to human health or the environment. The universe of hazardous wastes is large and diverse. Hazardous wastes can be liquids, solids, contained gases, or sludge. They can be the by-products of manufacturing processes or simply discarded commercial products, like cleaning fluids or pesticides. All hazardous wastes are required to be treated and disposed off in the prescribed manner.

The main objective is to promote safe management and use of hazardous substances including hazardous chemicals and hazardous wastes, in order to avoid damage to health and environment.

Used Oil & E-Waste Management

Table 17. Management of used oil and E-waste Type of Waste

Disposal Method Total Waste

Used Oil Waste will be collected in leak proof containers at an isolated place and then it will be given to approved vendor of CPCB

as per Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016

36 Ltr/Month

E-waste E-Waste (Management & Handling) Rules, 2016 2 kg/month

Battery waste Batteries (Management & Handling) Rules 2001 5 kg/month

14. Plantation 14.1. During construction stage: Existing species will be retained at the site except for a few herbs, shrubs & bushes which will be cleared at the time of construction.

14.2. During Operation stage: Green belt planning will be done with ecological perspectives for the project taking into consideration and availability of space and other aspects. This will help in increasing the aesthetic effect of the environment.

Since tree trunks are devoid of foliage, scrub should form there to give coverage to the trunks. The trees will maintain the regional ecological balance and conform to soil and hydrological conditions. Indigenous species will be preferred.

Green Area : 1635.717 m2 (i.e. 16.50 % of total plot area)

Green at ground: 1013.97 m2

Green at terrace : 621.75 m2



Total No of trees Required = Plot area/80 = 9914.807/80

= 123.9 (say 124)

Proposed species plantedNo. of trees proposed = 125 nos.

Species proposed:

Botanical Name Common Name

Cassia fistula Amaltas

Alstonia scholaris Devil's Tree

Lagerstroemia speciosa Kanak Champa

Delonix regia Gulmohar Azadirachta indica Neem

Peltophorum pterocarpum Copper Pod

Butea monosperma Palash

Total

Ornamental Plants for terrace green

Botanical Name Common Name

Schefflera arboricola Dwarf umbrella tree

Gardenia jasminoides Cape jasmine

Hamelia patens Fire bush

Cycas revoluta Sago Palm

15. Energy Saving and Conservation 15.1. ECBC Report ECBC 2017 will be followed as applicable.

Roof: Insulated metal sheet roofing system with high Solar Reflective Index paint on top surface U Value: 1.3 W/m2 K R Value: 0.77 m2 K/W

Wall: Insulated metal sheet walling system U Value: 1.3 W/m2 K R Value: 0.77 m2 K/W

Fenestration: Double Insulated Glazing U Value: 1.5 W/m2 K R Value: 0.67 m2 K/W



15.2. Energy Conservation Measures Following are the measures that will be adopted to conserve energy:

i. CFL will be used in place of incandescent lamps in office, common areas and parking. ii. Percentage saving in energy consumption due to use of CFL is 10-15%.

iii. Light and switching of common areas will be designed keeping in mind day and light integration.

iv. Roof insulation will be planned to conserve energy. v. DG Sets would be provided with auto cut and auto start mechanism.

vi. The water supply pumping system will be provided with variable speed drive to conserve energy at part load.

vii. Space heating load will be minimized using passive solar structures. viii. Building will have appropriate design to shut out excess heat and gain loss.

ix. Chilled water pumps will be provided with a variable frequency drive system to cater exact loads.

x. Dynamic balancing valves in piping reduce pump capacity & power consumption due reducing pipe lengths.

xi. Air handling units will be provided with a variable frequency drive system to cater exact loads.

xii. There will be maximum utilization of natural light.

Solar Measures: i. The orientation of the building will be done in such a way that maximum light is

available. ii. The orientation of the building will be done in such a way that most of the glazed

areas are in the north and east. iii. Public areas will be cooled by natural ventilation as opposed to air conditioning. iv. Lesser opening will be provided on the west facing walls. v. Landscape and green areas will be so spaced so as to cool the surrounding

environment which helps in reducing energy consumption.

Approx. 8-10% Energy will be saved by adopting such measures.

15.3. Quantification of Energy Saved 8-10% of the total power requirement will be met through solar power.

16. SUMMARY 16.1. During Construction Phase

Table 18. Anticipated impact and mitigation during construction phase S. NO. Description Impacts Mitigation Measures 1. Air & Noise

Environment ♦ Dust will be generated due to

Site clearance and emissions ♦ Proper Barricading will be done to

reduce the dust during the



may be generated due to vehicles, DG sets and machinery/equipment etc.

♦ Loading and unloading of construction materials like cement, sand, stones, bricks, etc. will result in dust generation.

♦ Procurement and transport of construction materials such as sand, cement etc. will also result in dust generation.

construction of buildings. Also, barricading will cut off some of the noise due to construction activities.

♦ Water sprinkling will be done to reduce the dust during the construction of buildings.

♦ Raw material, construction debris will be kept covered during storage as well as during transportation.

♦ The buildings under construction will be kept covered with green cloth.

♦ D.G. Set of 1×125 kVA & 1×62.5 kVA will be provided with adequate stack height to avoid emissions.

♦ No loose soil or sand or Construction & Demolition Waste or any other construction material that causes dust will be left uncovered.

2. Water Environment ♦ Soil runoff from the site leading to off – site contamination (Particularly during rainy season).

♦ Improper disposal of construction debris leading to off-site contamination of water resources.

♦ Disposal of domestic waste water from temporary labour rest rooms.

♦ Spillage of oil and grease from the vehicle and waste water stream generated from on-site activities.

♦ During the construction phase, water will be provided from tanker supply.

♦ Disposal of debris will not be done near water resources, rather, C&D waste will be disposed off as per applicable rules.

♦ The rain water from the construction site will be collected & reused for sprinkling.

♦ Mobile toilets with septic tanks will be installed at the site during the construction phase which will be regularly cleaned by the agency.

3. Solid Waste ♦ The waste from labour rest rooms/sheds would be mainly household domestic waste

♦ The solid waste generated during construction phase used oil from DG sets.

♦ Used oil from DG sets.

♦ Approx. 23 kg/day municipal solid waste will be generated from 150 labours which will be disposed off in MSW site.

♦ The excavated soil will be reused for back filling purposes.

♦ The top soil will be preserved separately and will be used for



♦ Construction and demolition waste.

landscaping purposes only. The unused soil will be sent to landfill sites only identified by Municipal corporation.

♦ Construction debris generated from site will be used in backfilling & levelling purposes to the extent possible. Rest of the waste will be sent to the C & D facility.

♦ Used oil whenever generated from the DG sets will be kept in an isolated area and in leak proof black labelled container and sent to approved recycler.

16.2. During Operation Phase Table 19. Anticipated impact and mitigation during operation phase

S. No. Description Impacts Mitigation Measures

1. Air & Noise Environment

♦ Running of DG sets of capacities 1x300 kVA, 1x1000 kVA, 1x600 kVA (existing) and 1x1010 kVA (Proposed) during power failure result into air emissions.

♦ DG sets will be provided with stack height of 6.0 m and above roof level as per CPCB norms.

2. Water Environment

♦ During the operation phase, abstraction of ground water shall not be proposed for the project. Fresh water requirement of 57 KLD will be met by municipal supply of Delhi Jal Board.

♦ In the proposed expansion, water will be used for domestic use, flushing, Cooling, gardening purposes, and kitchen. Therefore, wastewater discharge of 98 KLD (95 KLD from cooling, gardening and flushing and 3 KLD of ETP treated water) will be treated in already installed STP of 120 KLD. 148 KLD of treated water generated from STP will be reused

♦ Fresh water requirements will be reduced to 57 KLD by using 148 KLD treated water.

♦ No treatment will be sent to tanker or discharged in sewer because this will be a zero-discharge complex.

♦ Rain water will be recharged into the ground water by 2 rain water harvesting pits.( out of which one has already been constructed)



in flushing, cooling & gardening purposes, and 55 KLD of treated water will be outsourced for its reuse.

3. Solid Waste ♦ Biodegradable and recyclable waste from households’ activities.

♦ Used oil from DG sets and e- waste.

♦ E- waste & battery waste generation.

♦ Bio-degradable waste of 137 kg/month will be disposed of in Organic waste convertor.

♦ Used oil of 36 ltr/month will be generated from the DG sets which will be kept in an isolated area and in leak proof container and will be given to authorised recycler.

♦ The generated E-waste of 0.024-0.036 tons/annum will be given to the Authorized vendor.

♦ Battery waste will be treated as per the Batteries (Handling & Management) Rules, 2001.

17. ENVIRONMENT MONITORING PLAN During Construction Phase

Table 20. Environment monitoring plan during construction phase

S.No. Type of Monitoring Frequency of Monitoring

Parameter Location

1 Ambient Air Quality Six Monthly Particulate Matter (PM2.5) Particulate Matter (PM10)

Sulphur Dioxide (SO2) Nitrogen Oxides (NO2) Carbon monoxide (CO)

Two Locations in and around the project site

2 Stack Monitoring Six Monthly Particulate Matter, Sulphur Dioxide (SO2), Nitrogen

Oxides (NO2)

DG sets of capacity 1 x 125 kVA & 1x 62.5

kVA installed for construction purposes

3 Water Quality Monitoring for drinking water

Six Monthly All parameters mentioned in IS:10500

One drinking water sample



4 Water Quality Monitoring for

Construction purpose


One construction water sample

5 Noise Level Monitoring

Six Monthly Day and Night noise level Two locations

6 Soil Quality Monitoring

Six Monthly All parameters to check soil Fertility


During Operation Phase

Table 21. Environment monitoring plan during operation phase Sr. No. Type of Monitoring Frequency of

Monitoring Parameter Location

1 Ambient Air Quality Six Monthly Particulate Matter (PM2.5), Particulate Matter (PM10),

Sulphur Dioxide (SO2), Nitrogen Oxides (NOX)


2 Stack Monitoring Six Monthly Particulate Matter, Sulphur Dioxide (SO2), Nitrogen

Oxides (NOx)

DG sets 1x300 kVA, 1x1000 kVA, 1x600 kVA

(existing) and 1x1010 kVA (Proposed) installed

for backup purposes 3 Water Quality

Monitoring for drinking water


One drinking water sample

4 Sewage Treatment Plant Monitoring

Six Monthly BOD, COD, TSS, Oil and Grease and pH

Inlet and Outlet of STP

5 Effluent Treatment Plant Monitoring

Six Monthly BOD, COD, TSS, Oil and Grease and pH

Inlet and Outlet of STP

5 Ambient Noise Level Monitoring

Six Monthly Day and Night noise level Two locations

6 DG Set Room Noise Monitoring

Six Monthly Inside and Outside of DG Set Enclosure

One Locations

7 Soil Quality Monitoring

Six Monthly All parameters to check soil Fertility


8 Monitoring of Waste Generation and other

pollution control aspects

Six Monthly _ _

17.1. ENVIRONMENT MANAGEMENT COST 17.1.1. CAPITAL COST



S No. Description Capital Cost

( In Rs Lacs) 1. Landscaping 10.0 2. Water Management 20.0 3. Air Management 20.0 4. Solid Waste Management 20.0 5. Miscellaneous 5.0

Total 75.0

17.1.2. Recurring Cost

S No. Description Total Recurring Cost (Rs In Lacs/ year)

1 Landscaping 2.0 2 Water Management 2.0 3 Air Management 1.0 4 Environment Monitoring 1.0 5 Solid Waste Management 2.5 6 Miscellaneous 2.0

Total 10.5

18. Corporate Environment Responsibility As per CER office memorandum of MOEF dated 1.5.2018, the total cost for project after expansion is ₹85 Cr hence the industry has to spend 1% of the cost of the project (₹85 Lakhs) on CER activities.

S. No Activity Provisions 1st Yea

r

2nd Year

3rd Year

Total (Lakhs)

1 Solar light Provisions of providing 5 solar trees in nearby village Mehrauli and 5 in Jia Sarai. 6 7 6 19

2 Infrastructure development

Rejuvenation of nearby Deer Park Pond, development of embankment and its beautification by planting native plant species along its boundary.

7 9 10 26

3 Sanitation Construction of community toilets along with sewer lines in nearby two villages Mehrauli and Jia Sarai.

6 8 6 20



4 Waste management

Distribution of coloured dustbins for proper collection and segregation of solid wastes in different two villages (Mehrauli and Jia Sarai) and providing two organic waste converters for treatment of biodegradable waste into manure.

5 8 7 20

TOTAL 24 32 29 85


SECTION E : RISK ASSESSMENT

Expansion of “C3 Habitat Centre (Research Centre)” at Plot No. C-3, Qutub Institutional Area, New Delhi By M/s Habitat India

4.1 RISK ASSESSMENT

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

Risk assessment is a step for Risk Management. Risk assessment is the determination of qualitative and quantitative value of risk related to a situation or hazard.

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

Risk assessment involves the following:

● Hazard Identification ● Vulnerability Analysis ● Risk Analysis ● Emergency Preparedness Plan

4.1.1 HAZARD IDENTIFICATION The project is an Office Complex and there may be following types of hazards:

4.1.1.1 Natural hazard:

Earthquake

Flooding

4.1.1.2 Man-made hazard:

Health Injuries

Fire & explosion

Electrical

Mechanical

Radiation

Thermal

Chemical

4.1.2 VULNERABILITY ANALYSES

This is an Office Complex hence staff & visitors are vulnerable to risks.

4.1.3 RISK ANALYSES

The risk is the likelihood of harmful effects big or small due to hazard, together with severity of harm suffered. Risk also depends on the number of people exposed to hazard.

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

4.1.3.1 Earthquake:

Environmental Consultant- M/s Perfact Enviro Solutions Pvt. Ltd. E-2


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

4.1.3.2 Flooding:

The project site is located in an area where no natural river or drainage exists. However, flooding can occur due to excess rain.

4.1.3.3 Health Injuries

1. Safety nets will be provided at appropriate levels and various shafts/ openings will be kept covered to prevent falls, slips, trips etc.

2. Necessary safety belts, helmets and eye-masks as required will be enforced at site. 3. Adequate guardrails will be provided to the staircases and common areas. 4. Adequate guardrails/ fences will be provided around the water storage spaces to prevent

drowning accidents. 5. Adequate protection/ fence will be provided around the excavated areas. 6. The machinery and the equipment will be regularly tested and maintained with the

specific emphasis against accidents failures. 7. The deployed Safety officers will ensure that the personnel/ labor will be kept at a safe

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

8. Moving parts of various parts of machinery/ equipment will be properly guarded. 9. Rest rooms and first aid facilities will be made available for the workers.

4.1.3.4 Fire & Explosion:

Since it is an Office Complex, fire can occur due to electrical spark or gas leakage from kitchens.

Fire is mainly caused due to carelessness, short circuits, and malfunctioning of gas regulator, tube, and such related products.

4.1.3.5 Electrical:

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

4.1.3.6 Mechanical:

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

4.1.3.7 Radiation:

Due to the use of wireless equipment there may be electromagnetic radiation.

4.1.3.8 Thermal:

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

4.1.3.9 Chemical:



Chemical use in the Office Complex is limited to cleaning agents & medicines.

4.2 Disaster Management Plan Disaster Management provides the opportunity to plan, prepare and when needed enables a rational response in case of disasters/ mass casualty incidents (MCI). Disasters and mass casualties can cause great confusion and inefficiency in the hospitals. They can overwhelm the complex resources, staff, space and or supplies. Lack of any tangible plan to fall back upon in times of disaster leads to a situation where there are many sources of command, many leaders, and no concerted effort to solve the problem.

An internal risk management authority is formed which may undertake periodic evaluation of safety precautions to be followed by each department for hazard recognition with the following steps:

Building will be undertaken on a periodical basis to identify the measures taken to prevent/reduce the impact of the potential hazards.

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

To make the proceedings easier, all the persons will embark upon disaster planning using a phase plan. The building emergency planning is divided into three phases:

4.2.1 Pre-disaster phase

Planning: Risk assessment and planning for preparedness will be done, the building plans will be formulated and then discussed in a suitable forum for approval.

The disaster manual: The building disaster plan shall be written down in a document form and copies of the same should be available in all the areas of the building.

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

4.2.2 Disaster Phase

Phase of activation: Alter and notification of emergency.

Activation of the chain of command in the building.

Operational phase: This is the phase in which the actual tackling of mass casualties will be performed according to the disaster/emergency plan.

Phase of deactivation: When the administration/ command of the building will be satisfied that the influx of mass casualty victims is not continuing to overwhelm the building facilities.

4.2.3 Post Disaster Phase

This is an important phase of disaster planning where the activities of the disaster/ emergency phase will be discussed and the inadequacies will be noted for future improvements.



4.3 SAFETY MEASURES: Management provides the opportunity to plan, prepare and when needed enables a rational response in case of disasters/ mass casualty incidents (MCI). Disasters and mass casualties can cause great confusion and inefficiency in the hospitals. They can overwhelm the Commercial resources, staff, space and or supplies. Lack of any tangible plan to fall back upon in times of disaster leads to a situation where there are many sources of command, many leaders, and no concerted effort to solve the problem.

An internal risk management authority is formed which may undertake periodic evaluation of safety precautions to be followed by each department for hazard recognition with the following steps:

Building will be undertaken on a periodical basis to identify the measures taken to prevent/reduce the impact of the potential hazards.

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

To make the proceedings easier, all the people will embark upon disaster planning using a phase plan. The building emergency planning is divided into three phases:

4.3.1 Pre-disaster phase

Planning: Risk assessment and planning for preparedness will be done, the building plans will be formulated and then discussed in a suitable forum for approval.

The disaster manual: The building disaster plan shall be written down in a document form and copies of the same should be available in all the areas of the building.

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

4.3.2 Disaster Phase

Phase of activation: Alter and notification of emergency. Activation of the chain of command in the building.

Operational phase: This is the phase in which the actual tackling of mass casualties will be performed according to the disaster/emergency plan.

Phase of deactivation: When the administration/ command of the building will be satisfied that the influx of mass casualty victims is not continuing to overwhelm the building facilities.

4.3.3 Post Disaster Phase

This is an important phase of disaster planning where the activities of the disaster/ emergency phase will be discussed and the inadequacies will be noted for future improvements.


E xp an s i on of “C 3 H ab i tat C e n tr e (R e s e ar c ...

Documents

Transcript of E xp an s i on of “C 3 H ab i tat C e n tr e (R e s e ar c ...