APPLICATION FOR ENVIRONMENTAL CLEARANCE OF CONSTRUCTION OF MOTEL

At Village- Satbari, Tehsil- Saket New -110074 Category- B, Activity 8(a) Proposed Built-up Area- 47011.7 m2 BEING DEVELOPED BY: Sh. Ajay Sharma, Akshay Sharma & Abhinav Sharma

PREPARED BY: M/S PERFACT ENVIRO SOLUTIONS PVT. LTD. (NABET Registered Vide list of accredited consultants organizations/ Rev.78 /10thJuly, 2019 at S.No.-112) (An ISO 9001:2008 & ISO 14001:2004 Certified Company) 5th Floor, NN Mall, Sector 3, Rohini, -110085 Phone: +91-11-49281360

CONTENTS ANNEXURE 1: FORM-1 & 1A ...... 5 ANNEXURE 2: CONCEPTUAL PLAN ...... 48

1.1 INTRODUCTION ...... 49 1.2 ACTIVITIES/ AMENITIES ...... 49 1.3 SITE LOCATION ...... 50 1.4 TYPE OF PROJECT ...... 50 1.5 PROJECT DETAILS ...... 50 1.6 POPULATION DETAILS ...... 52 1.7 WATER MANAGEMENT ...... 52 1.8 RAINWATER COLLECTION DETAILS ...... 53 1.9 POWER REQUIREMENT & BACK-UP ...... 53 1.10 SOLID & HAZARDOUS WASTE MANAGEMENT ...... 53 1.11 PARKING MANAGEMENT ...... 54 1.12 GREEN AREA DEVELOPMENT ...... 54 ANNEXURE-3: ENVIRONMENT MANAGEMENT PLAN ...... 55

3.1 PROJECT DETAILS ...... 57 3.1.1 AREA DETAILS ...... 57 3.1.2 CONSTRUCTION STATUS ...... 59 3.1.3 SITE PHOTOGRAPHS ...... 59 3.1.4 POPULATION DETAILS ...... 59 3.1.5 PARKING DETAILS ...... 60 3.1.6 POWER REQUIREMENT AND BACKUP DETAILS ...... 61 3.1.7 WASTE WATER, RAIN WATER AND SOLID WASTE DETAILS ...... 61 3.2 LAND OWNERSHIP OF THE SITE ...... 61 3.3 LAND USE ...... 62 3.4 LOCATION OF THE PROJECT WITH CONNECTIVITY ...... 62 3.4.1 GEOGRAPHICAL INFORMATION OF SITE ...... 62 3.4.2 TOPOGRAPHICAL MAP ...... 63 3.5 CONNECTIVITY OF THE PROJECT: ...... 64 3.6 CENTRALLY PROTECTED MONUMENTS UNDER DELHI CIRCLE...... 64 3.7 LAYOUT PLAN ...... 69 3.8 WATER RESOURCE MANAGEMENT ...... 70 3.8.1 SOURCE OF WATER ...... 70 3.8.2 PRESENT QUALITY ...... 70 3.8.3 WATER REQUIREMENT ...... 70 3.8.4 DISPOSAL ...... 72 3.9 NOISE MANAGEMENT ...... 72 3.10 ENERGY CONSERVATION MEASURES ...... 73 3.11 ENVIRONMENT MANAGEMENT PLAN ...... 73 3.11.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION PHASE ...... 74 3.11.1.1 AIR MANAGEMENT ...... 74 3.11.1.1.1 ANNUAL WINDROSE DIAGRAM ...... 74 3.11.1.2 NOISE ENVIRONMENT ...... 75 3.11.1.3 WATER MANAGEMENT...... 76 3.11.1.4 SOLID WASTE MANAGEMENT ...... 76

2 3.11.2 ENVIRONMENT MANAGEMENT DURING OPERATION PHASE ...... 77 3.11.2.1 AIR ENVIRONMENT ...... 77 3.11.2.2 NOISE ENVIRONMENT ...... 78 3.11.2.3 WATER MANAGEMENT...... 78 3.11.2.3.1 WASTEWATER TREATMENT ...... 78 3.11.2.4 RAINWATER HARVESTING ...... 82 3.11.2.4.1 RAINWATER HARVESTING CALCULATION ...... 83 3.11.2.4.2 MAINTENANCE OF RAINWATER HARVESTING PITS: - ...... 85 3.11.2.5 WASTE MANAGEMENT ...... 85 3.11.2.5.1 MUNICIPAL SOLID WASTE ...... 85 3.11.2.5.2 DETAILS OF ORGANIC WASTE CONVERTER ...... 86 3.11.2.5.3 OTHER WASTE MANAGEMENT ...... 86 3.11.2.6 PLANTATION ...... 87 3.12 ANTICIPATED IMPACT & MITIGATION MEASURES ...... 89 3.12.1 DURING CONSTRUCTION PHASE ...... 89 3.12.2 DURING OPERATION PHASE ...... 91 3.13 ENVIRONMENT MONITORING PLAN ...... 92 3.14 ENVIRONMENT MANAGEMENT COST ...... 93 3.14.1 CAPITAL COST ...... 93 3.14.2 RECURRING EXPENDITURE ...... 94 3.15 CORPORATE ENVIRONMENT RESPONSIBILITY ...... 94 ANNEXURE–4: RISK ASSESSMENT ...... 96

4.1 RISK ASSESSMENT ...... 96 4.1.1 HAZARD IDENTIFICATION ...... 96 4.2 DISASTER MANAGEMENT PLAN ...... 98 4.3 SAFETY MEASURES: ...... 99 ANNEXURE – 5: DISCLOSURE OF THE CONSULTANT SHOWING NABET/QCI ACCREDITATION STATUS ...... 102 ANNEXURE–6: AUTHORIZATION OF CONSULTANT ...... 105 ANNEXURE – 7: - LAND PAPERS ...... 107

ANNEXURE – 8: SANCTIONED BUILDING PLAN...... 125 ANNEXURE – 9: AAI APPROVAL ...... 130 ANNEXURE-10: TRAFFIC IMPACT ASSESSMENT REPORT ...... 133 ANNEXURE-11: TEST REPORTS ...... 150 ANNEXURE-12: SOIL INVESTIGATION REPORT ...... 160 ANNEXURE – 13: LAYOUT PLAN ...... 189 ANNEXURE – 14: LANDSCAPE PLAN ...... 191 ANNEXURE –15: TRAFFIC CIRCULATION PLAN ...... 193 ANNEXURE –16: PARKING PLAN ...... 195 ANNEXURE – 17: ELEVATION AND SECTION ...... 199 ANNEXURE – 18: SERVICE PLAN ...... 202

3 ANNEXURE – 19: TOPOGRAPHICAL MAP ...... 204

4

Annexure 1: Form-1 & 1A

5 Form-1

I. Basic Information

S. No. Item Details 1. Name of the project/s “Construction of Motel”

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

3. Proposed capacity/ area/length/ tonnage Total Plot Area- 12519.85 m2 (1.251985 ha.) to be handled/ command area/ lease area/ Area under Road Widening- 915.62 m2 number of wells to be drilled Net Plot Area- 11604.23 m2 Total Built up Area - 47011.7 m2 4. New/ Expansion/ Modernization New

5. Existing Capacity/ Area etc. Not Applicable since the Proposed Project is a Greenfield Project.

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

7. Does it attract the general condition? If Not Applicable yes, please specify.

8. Does it attract the specific condition? If Not Applicable yes, please specify.

9. Location

Plot/ Survey/ Khasra No. Khasra No. 223, 226 Min 229/1 & 229/2 Min.

Village Satbari

Tehsil Vasant Vihar

District

State Delhi-110074 10. Nearest railway station/ airport along Nearest Railway Station: with distance in kms. Tughlakabad Railway Station- 11.31 km NEE

Nearest Airport: Indira Gandhi International Airport- 12.28 km NW

11. Nearest Town, city, District The project is in Delhi City itself. Headquarters along with distance in kms.

6 12. Village Panchayats, Zilla Parishad, Office of Deputy Commissioner South Zone Municipal Corporation, Local body Municipal Corporation of Delhi (complete postal addresses with Sri Aurobindo Marg, Green Park Extension, Block telephone nos. to be given) A, New Delhi-110016

13. Name of the applicant Sh. Ajay Sharma, Akshay Sharma & Abhinav Sharma 14. Registered Address 29 A, Green Avenue, Church Road, Vasant Kunj, New Delhi

15. Address for correspondence:

Name Ajay Sharma

Designation (Owner/Partner/CEO) Authorized Signatory

Address 29 A, Green Avenue, Church Road, Vasant Kunj, New Delhi Pin Code 110070 E-mail [email protected] Telephone No. 9810026240 Fax no. - 16. Details of Alternative Sites examined, if None. any. Location of these sites should be shown on a topo sheet.

17. Interlinked Projects Not applicable

18. Whether separate application of Not Applicable interlinked project has been submitted?

19. If yes, date of submission Not Applicable

20. If no, reason No, it is not an interlinked project.

21. Whether the proposal involves approval/clearance under: if yes, details

of the same and their status to be given.

The Forest (Conservation) Act, 1980? Not Applicable The Wildlife (Protection) Act, 1972? Not Applicable The C.R.Z. Notification, 1991? Not Applicable 22. Whether there is any Government Order/ No Policy relevant/ relating to the site?

7 23. Forest land involved (hectares) Not applicable

24. Whether there is any litigation pending No against the project and/ or land in which

the project is propose to be set up?

Name of the Court Not applicable Case No. Not applicable

Orders/ directions of the Court, if any Not applicable and its relevance with the proposed project.

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 Yes/ Details thereof (with approximate quantities confirmation No /rates, wherever possible) with source of information data 1.1 Permanent or temporary change No The land use of the land is of Commercial use as per in land use, land cover or building plan sanctioned by South Delhi Municipal topography including increase Corporation . in intensity of land use (with Hence, there will not be any change in Land Use. respect to local land use plan) However, Land Cover will change from vacant land to motel. 1.2 Clearance of existing land, Yes There are some temporary structures on the site vegetation and buildings? which shall be demolished for construction of motel. There are few trees existing on site which shall be transplanted only after getting permission from Forest Division. 1.3 Creation of new land uses? No No new land use will be created.

1.4 Pre-construction investigations Yes Pre-construction soil investigation has been carried e.g. bore houses, soil testing? out.

8 1.5 Construction works? Yes Construction shall be done as per Master plan of Delhi. 1.6 Demolition works? Yes There are temporary structures present on the site which shall be demolished for construction of same.

1.7 Temporary sites used for No Approx. 150 no. of workers shall be engaged for construction works or housing construction of the project, which will be from of construction workers? nearby areas.

Hence, there is no need of providing housing.

1.8 Above ground buildings, Yes The building height of the project will be elevated up structures or earthworks to 39.45 m and excavation up to 3 levels of basement including linear structures, cut will be carried out. and fill or excavations

1.9 Underground works including No It is a construction project. Hence no underground mining or tunneling? works are required except for excavation for providing foundation and basement.

1.10 Reclamation works? No No reclamation work will be done.

1.11 Dredging? No Not applicable.

1.12 Offshore structures? No Not applicable.

1.13 Production and manufacturing No No production or manufacturing processes shall be processes? carried out.

9 1.14 Facilities for storage of goods Yes During Construction Phase: or materials?  Separate raw material yard shall be made within the project site.  Cement shall be separately stored under cover in bales.  Sand shall be stacked nearby under tarpaulin cover.

During Operation Phase: As the project is a Motel Building, the raw material shall be food, stationary & other items which shall be stored in respective storage rooms/individual rooms.

1.15 Facilities for treatment or Yes During Construction phase: disposal of solid waste or liquid Total 150 labours shall be employed during the effluents? construction phase and hence the solid waste generation will be 23 kg/day which disposed off at nearby municipal solid waste site. Construction debris like concrete will be recycled and will be used in lean concrete, brick work wastage shall be reused for waterproofing for terrace, toilets etc. and rest shall be sent to the approved construction and demolition facility site Approx. 6 KLD of the wastewater generated from labors shall be discharged to septic tanks which will be cleaned regularly. Treated water will be used for sprinkling. During Operation Phase: Approx. 486 kg/ day (178 TPA) of solid waste will be generated from the Motel Building during operational phase. Biodegradable Waste:

10 Approx. 292 kg/day (108 TPA) waste shall be generated during operation phase which shall be treated in in-house Organic Waste Converter. Recyclable Waste: Approx. 97 kg/day (35 TPA) waste shall be generated during operation phase which shall be given to approved recycler. Plastic Waste: Approx. 97 kg/day (35 TPA) waste shall be generated during operation phase which shall be given to approved recycler.

The total wastewater generation in the motel building will be 127 KLD (Sewage- 118 KLD; Laundry Wastewater treated after treatment in ETP - 9 KLD) for which Sewage Treatment Plant of 150 KLD and Effluent Treatment Plant of capacity 14 KLD shall be installed. 9 KLD treated water generated from ETP shall be supplied to STP for further treatment. Treated water will be reused in the premises only. No excess treated water shall be discharged into the sewer line. Or Facilities for long term housing No During Construction phase: 1.16 of operational workers? Approx. 150 workers during construction phase will be hired from nearby areas and hence there is no need of long-term housing.

During Operation Phase: As this is a Motel Building, staff shall be hired for the same. Other staff like maintenance staff shall be hired from the nearby areas.

Hence, no long-term housing shall be provided.

11 1.17 New road, rail or sea traffic No No new road, rail etc. will be proposed however, during construction or existing transportation facilities will be used during operation? construction or operation phase.

1.18 New road, rail, air waterborne No Sector roads are already existing near the plot. or other transport infrastructure Transportation measures existing near site are: including new or altered routes Nearest Railway Station: and stations, ports, airports etc.? Tughlakabad Railway Station- 11.31 km NEE

Nearest Highway: NH -236 -3.39 km NNW

Nearest Airport: Indira Gandhi International Airport- 12.28 km NW

1.19 Closure or diversion of existing No No closure or diversion of existing transport routes transport routes or or infrastructure leading to changes in traffic infrastructure leading to movements will be made. changes in traffic movements?

1.20 New or diverted transmission No No new or diversion of any transmission lines is lines or pipelines? required.

1.21 Impoundment, damming, No No movements impoundment, will be damming, made culverting, realignment culverting, realignment or other or other changes to the hydrology of surface water changes to the hydrology of courses is required. watercourses or aquifers?

1.22 Stream crossings? No No stream crossing.

1.23 Abstraction or transfers of No No abstraction or transfer of water from ground or water from ground or surface surface will be done. waters? During Construction phase: STP treated water shall be supplied through tankers.

During Operation Phase: The ultimate source of water will be Delhi Jal Board.

12 1.24 Changes in water bodies or the No There will be no change in water bodies or the land land surface affecting drainage surface effective drainage or run-off. or run-off?

1.25 Transport of personnel or Yes During Construction phase: Materials during materials for construction, construction phase shall be transported by truck, operation or decommissioning? trolley etc.

During Operation Phase: Car, two-wheelers, etc. shall be used.

1.26 Long-term dismantling or No Not Applicable decommissioning or restoration works?

1.27 Ongoing activity during No Not Applicable decommissioning which could have an impact on the environment?

1.28 Influx of people to an area in Yes During Construction phase: Temporarily influx of either temporarily or people in the form of labors during construction permanently? phase is envisaged. Approx. 150 no. of local labours shall be employed during construction phase.

During Operation Phase: As this is a Motel Building, there will be influx of 2764 no. (Motel-306 Staff-50; Visitors in Restaurant/Banquet Hall/ Meeting Room - 2408) of people during operation phase.

1.29 Introduction of alien species? No Not Applicable

1.30 Loss of native species or No Not Applicable genetic diversity?

1.31 Any other actions? No Not Applicable

13 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 Yes/ Details thereof (with approximate quantities /rates, confirmation No wherever possible) with source of information data 2.1 Land especially undeveloped or Yes Presently, the land (Total Plot Area-12519.85 m2) is agricultural land (ha) an undeveloped land which shall be developed into Motel Building.

2.2 Water (expected source & Yes Source During Construction Phase: During

competing users) unit: KLD construction phase, STP treated water shall be supplied through tankers.

Source & Quantity During Operation Phase:

Total water requirement of the complex will be 223

KLD out of which freshwater requirement will be 107 K LD.

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

Rest of water requirement will be fulfilled by using

116 KLD treated water generated from in-house STP of capacity 150 KLD.

Detailed Water Management & Water Balance are given in Environment Management Plan.

2.3 Minerals (MT) No Not applicable.

14 2.4 Construction material – stone, Yes The major materials to be used for construction will be aggregates, sand / soil steel, tiles, glass, cement, bricks, flooring tiles / stones, (expected source – MT) sanitary and hardware items, electrical fittings, etc. The list of some of the material are given below:

Sr. No. Material 1. Glass 2. Pipe & Steel 3. Cement 4. Insulation Material 5. RMC 6. ACP 7. Aluminum Work 8. Tiles 9. Granite 10. Gypsum 11. Hardwood doorframes/MDF/Ply

2.5 Forests and timber (source – Yes Plywood for doors & windows shall be used which MT) shall be procured from local market.

2.6 Energy including electricity and Yes Source of Electricity – BSES Rajdhani Power fuels (source, competing users) Limited. Unit: fuel (MT), energy (MW) Total Electrical load – 2761 kW (2788.89 kVA)

D.G. sets for power back up– 1×1500 kVA, 1×1010 kVA and 1×500 kVA

2.7 Any other natural resources No Not applicable (use appropriate standard units)

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

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

3.1 Use of substances or materials, No No storage of hazardous substances (as per MSIHC which are hazardous (as per Rules) will be done. MSIHC rules) to human health or the environment (flora, fauna, and water supplies) 3.2 Changes in occurrence of No Suitable drainage and waste management measures disease or affect disease vectors shall be adopted during construction and operational (e.g. insect or water borne phase which will restrict stagnation of water or diseases) accumulation of water. This will effectively restrict the reproduction and growth of disease vectors.

3.3 Affect the welfare of people e.g. Yes During Construction phase: by changing living conditions? This project shall provide employment to about 150 nos. of local labours during construction phase.

During Operation Phase: As it is a Motel Building, there will be several services required which generates direct & indirect employment for the people of nearby area. Approx. 70 no. of direct employment will be generated. 3.4 Vulnerable groups of people No No vulnerable group of people will be affected by the who could be affected by the project. project e.g. hospital patients, children, the elderly etc., 3.5 Any other causes No There will be no other causes.

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

S. No. Information/Checklist Yes/ Details thereof (with approximate quantities/rates, confirmation No wherever possible) with source of information data 4.1 Spoil, overburden or mine No Not applicable wastes. 4.2 Municipal waste (domestic and Yes During Construction phase: Solid waste generation or Residential wastes) during construction phase will be 23 kg/day which will be disposed off at nearby municipal solid waste site.

During Operation Phase: Approx. 486 kg/ day (178 TPA) of solid waste will be generated from the Motel Building during operational phase. Biodegradable Waste: Approx. 292 kg/day (108 TPA) waste shall be generated during operation phase which shall be treated in in-house Organic Waste Converter. Recyclable Waste: Approx. 97 kg/day (35 TPA) waste shall be generated during operation phase which shall be given to approved recycler. Plastic Waste: Approx. 97 kg/day (35 TPA) waste shall be generated during operation phase which shall be given to approved recycler. 4.3 Hazardous wastes (as per Yes During Construction phase: Hazardous Waste Used oil whenever generated from DG Sets shall be Management Rules) kept in a leak proof container in an isolated area and shall be given to approved recycler.

During Operation Phase:

17 29 litre/month (0.39 kL/annum) of used oil from DG sets will be carefully stored in leak proof containers in isolated area and given to approved recycler. The used oil will be sold to vendors authorized by Central Pollution Control Board for the treatment of the same. Suitable care will be taken so that spills / leaks of used oil from storage could be avoided. E-waste shall be collected and given to approved recycler of SPCB. 4.4 Other industrial process wastes No Not Applicable

4.5 Surplus product No Not applicable

4.6 Sewage sludge or other sludge Yes Approx. 9 kg/day of wet sludge shall be generated from effluent treatment from STP within the Motel Building during operation phase and this sludge will be passed through filter press where it will be dewatered/ dried to form a cake and then will be used as manure in green areas. The unused manure shall be given to farmers or nursery. 4.7 Construction or demolition Yes Construction waste shall be used for flooring & wastes backfilling of roads, etc. 4.8 Redundant machinery or No Not applicable equipment 4.9 Contaminated soils or other No Not applicable materials 4.10 Agricultural wastes No Not applicable

4.11 Other solid wastes No Not applicable

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

S. No. Information/Checklist Yes/ Details thereof (with approximate quantities/rates, confirmation No wherever possible) with source of information data 5.1 Emissions from combustion Yes During Construction phase: Acoustically enclosed of fossil fuels from stationary DG set of capacity 1×125 kVA shall be installed with or mobile sources adequate stack height.

During Operation Phase: The only source of emission from combustion of fuel from DG sets of 1×1500 kVA, 1×1010 kVA and 1×500 kVA capacity. Hence, to avoid the emissions proper stack height of 6 m above roof level for D.G. Sets shall be provided to reduce the air emissions as per the norms prescribed by CPCB. 5.2 Emissions from production No Not applicable processes

5.3 Emissions from materials Yes Dust shall be generated during construction, from the handling including storage or movement of transport vehicles & other construction transport activities. The effect shall be restricted to construction phase only.

Water sprinklers shall be used for dust suppression.

Material shall be stored under tarpaulin cover. 5.4 Emissions from construction Yes RMC shall be used during construction phase of activities including plant and proposed Motel Building. Dust & emissions is likely equipment to be generated during construction activities which shall be reduced by sprinkling of water in a specific time interval & timely maintenance scheduled for machinery. Also, the machines shall be kept shut down during idle period.

19 5.5 Dust or odours from handling Yes During loading & unloading of construction material of materials including dust is likely to be generated during construction construction materials, phase. Water shall be sprinkled, and tarpaulin cover sewage and waste shall be provided over stored raw material to reduce dust emission. Mobile toilets during construction phase shall be provided & wastewater shall be discharged to septic tanks which shall be cleaned regularly. 5.6 Emissions from incineration No Not applicable. of waste. 5.7 Emissions from burning of No Open burning of biomass/ other material shall be waste in open air (e.g. slash prohibited. materials, construction debris). 5.8 Emissions from any other No None sources.

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

S. No. Information/Checklist Yes/ Details thereof (with approximate quantities/rates, confirmation No wherever possible) with source of information data with source of information data 6.1 From operation of Yes During Construction phase: Acoustically enclosed DG equipment e.g. engines, sets of capacity 1×125 kVA shall be installed. The ventilation plant, crushers equipment such as mixer machines, bulldozers, cranes, compactors & excavators shall be used which are of

highest standard of reputed make and adhere to international standards. Hence an insignificant impact due to construction machinery is envisaged. Apart from this, the construction activities shall be

restricted to daytime only and timely maintenance of machinery shall be ensured.

20 During Operation Phase: Source of noise in the operational phase will be D.G. Sets of capacity 1×1500 kVA, 1×1010 kVA and 1×500 kVA. The D.G. Set shall be bought acoustically enclosed and shall be kept in acoustically treated room in basement and will be used during power failure only. They may generate noise-level maximum up to 75 dB (A). 6.2 From industrial or similar No Not applicable processes 6.3 From construction or Yes Due to the various activities there shall be short-term demolition noise impacts in the immediate vicinity of the project site during construction phase. These shall be restricted to daytime only. It is estimated that during the construction period the average noise level is 70 dB (A) during peak construction hours. 6.4 From blasting or piling No No blasting or piling will be done.

6.5 From construction or Yes Some amount of noise 70 – 75 dB shall be generated from operational traffic vehicular movement in the construction and operational phase. Plantation around the boundary wall shall be done to reduce noise from traffic. 6.6 From lighting or cooling Yes There will be noise generation from Cooling system. systems

6.7 From any other sources No None

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

7.1 From handling, storage, use or Yes The hazardous waste generation during operation phase spillage of hazardous shall be 29 liter/month (0.39 kL/annum) used oil from materials DG sets and it will be stored in HDPE drums and kept in covered rooms under lock and key and will be sold to authorize vendors only. Special care will be taken to prevent leakages and spills.

7.2 From discharge of sewage or No During operational phase, STP of 150 KLD will be other effluents to water or the installed for treating 118 KLD of sewage generated land (expected mode and from the motel building and 9 KLD treated water place of discharge) generated from ETP of capacity 14 KLD.

All the treated water will be reused within the building.

7.3 By deposition of pollutants No None emitted to air into the land or into water

7.4 From any other sources No None

7.5 Is there a risk of long-term No No long-term impact will be there. Only short-term buildup of pollutants in the impact which shall be reduced by using proper environment from these mitigation measures sources?

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

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

8.1 From explosions, spillages, Yes During construction phase: fires etc. from storage, As this is a construction project, no production of handling, use or production of hazardous waste except generation of used oil from hazardous substances DG sets is anticipated. Proper management of used oil will be done. Besides, all appropriate measures will be taken during construction phase. During Operational Phase: All appropriate measures shall be taken to handle the hazardous waste which shall be used oil from DG Sets only and proper disaster management & fire-fighting system will be installed in the proposed building.

8.2 From any other causes Yes During Construction Phase: All the labors shall be provided with suitable personal protective equipment (PPE) such as safety helmets, nose masks and earmuffs as required under the health & safety norms. Training and awareness about the safety norms shall be provided to all supervisors and labors involved in construction activity.

8.3 Could the project be affected No The area under study falls in Zone-IV, according to by natural disasters causing the Indian Standard Seismic Zoning Map. Suitable environmental damage (e.g. seismic coefficients in horizontal and vertical floods, earthquakes, directions respectively, will be adopted while landslides, cloudburst etc.)? designing the structure.

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

9.1 Lead to development of supporting No Not applicable cities, ancillary development or

development stimulated by the project which could have impact on the environment e.g.: • Supporting infrastructure (roads, No Not Applicable power supply, waste or waste water treatment, etc.)

• Housing development No Not Applicable • Extractive industries No Not Applicable • Supply industries No Not Applicable • Other No Not Applicable

9.2 Lead to after-use of the site, which No The proposed project will be developed as per could have an impact on the the proposed Environment Management Plan. environment Hence, no environmental adverse impact will be anticipated from the project. 9.3 Set a precedent for later Yes It will attract people to develop organized developments infrastructure and a planned development in the area. 9.4 Have cumulative effects due to No No impact proximity to other existing or planned projects with similar effects

24 III. Environmental Sensitivity

S. No Areas Name/ Aerial distance (within 15 Identity km.) from Proposed project location boundary 1 Areas protected under Asola Wild Life Sanctuary 2.19 km NEE international conventions, Asola Wild Life Sanctuary with 1.35 km E national or local legislation ESZ 14.03 km NE for their ecological, Bird Sanctuary landscape, cultural or other related value 2 Areas which are important or Watersources or other sensitive for ecological waterbodies reasons - Wetlands, Sharpur Nala 2.33 km SSW watercourses or other water Shamshi Talab 4.19 km NNW bodies, coastal zone, Ghatorni Lake 4.48 km NW biospheres, mountains, Bhuriya Nala 5.65 km SE forests Rohar Nala 5.67 km S Neela Hauz 6.01 km NNW Li Nala 6.76 km SW Kaunsat Nala 8.11 km SSW Jauhar Nala 8.47 km S Tank 8.66 km NNE Lake Pea Cock 9.15 km NEE Suarj Kund 9.31 km NEE Paliwala Nala 9.51 km SSE Dhulainti Nala 9.57 km SSW Bhawar O Nala 10.13 km SW 10.22 km SE Drain near Okhla Phase-II 10.30 km NE Pond near Shyamnagar 10.79 km NE Yamuna River 14.22 km NE

Forest Rajokari Protective Forest 6.61 km NW City Potective Forest 7.09 km NE

3 Areas used by protected, Asola Wild Life Sancutary 1.35 km E important or sensitive Asola Wild Life Sancutary with 2.19 km NEE species of flora or fauna for ESZ 14.03 km NE breeding, nesting, foraging, Okhla Bird Sancutary resting, over wintering, migration 4 Inland, coastal, marine or None None underground waters 5 State, National boundaries Haryana State Boundary 5.49 km SSW U.P.State Boundary 14.88 km NE

25

6 Routes or facilities used by Roads the public for access to NH -236 3.39 km NNW recreation or other tourist, NH-8 9.42 km NWW pilgrim areas NH-2 11.61 km NEE Railway Station Tuglakabad Railway Station 11.31 km NEE 12.12 km NE Old Railway Station 13.61 km SE Airport 12.25 km NNE IGI Airport Delhi 12.28 km NW

7 Defence installations Air Force Station, - 7.73 km NE Badarpur Road, Tughlakabad, Delhi 8 Densely populated or built- Chandan Hula 0.56 km SSW up area 9 Areas occupied by sensitive Hospital man-made land uses Hospital near Sat Bari Poultary 1.06 km NE (hospitals, schools, places of Farm worship, community Hospital near Fatehpur Beri 1.59 km SSW facilities) Hospital near Maidan Garhi 2.85 km NNE

Post Office Post Office near Sat Bari 0.78 km NNE Post Office near Fatehpur Beri 1.92 km SSW Post Office near Maidan Garhi 2.97 km NNE

Place of Worship Temple near Sat Bari 0.93 km NNW Mosque near Sat Bari 0.97 km NNE Temple near Rajpur Khurd 2.12 km NNE

School SDMC School, Sat Bari 0.98 km N Made Easy Pre 1.12 km NNE School,Chattarpur Mandir Road,Sat Bari 1.88 km SE Asian Modern Public School, A- 77, Kharak, Sat Bari

Bank Axis Bank ATM, NO.K-40, Sat 0.85 km NNE Bari Corporation Bank,Plot No.- 0.86 km NNE 6,Khasra No.431, Chattarpur Bhatti Road, Sat Bari

26 ICICI Bank, Opp Tivoli Garden,Chattarpur, New Delhi 2.33 km N 10. Areas containing important, Delhi ASI Monument List high quality or scarce has been mentioned in resources Environment Mangement (Ground water resources, Plan (Enclosure-3) surface resources, forestry, agriculture, fisheries, tourism, minerals) 11 Areas already subjected to Okhla Critically Polluted Area 10.77 km NE pollution or environmental Faridabad Critically Polluted 13.14 km SE damage. (Those where Area existing legal environmental standards are exceeded) 12 Areas susceptible to natural Area falls in Seismic Zone- hazard which could cause IV. the project to present environmental problems (Earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

27 28 FORM-1 A

CHECK LIST OF ENVIRONMENTAL IMPACTS (Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring programme)

LAND ENVIRONMENT

(Attach panoramic view of the project site and the vicinity)

1.1 Will the existing land use get The land use of the land is of Commercial use as per significantly altered from the project building plan sanctioned by South Delhi Municipal that is not consistent with the Corporation. surroundings? (Proposed land use Hence, there would be no further change in Land Use. must conform to the approved Master Plan / Development Plan of the area. However, presently the land is vacant land which will be Change of land use if any and the developed into Motel Building. statutory approval from the competent authority be submitted). Attach Maps of i. Site location The site location shown on Google Map is given in ii. Surrounding features of the Environment management plan proposed site (within 500 meters) Map showing vicinity around the site is given in Environment Management Plan. iii. The site (indicating levels & contours) to appropriate scales. If Conceptual plan is enclosed as Annexure-II. not available attach only conceptual plans. 1.2 List out all the major project requirements in terms of the Land area, Total Plot Area- 12519.85 m2 (1.251985 ha.) Area under Road Widening- 915.62 m2 Net Plot Area- 11604.23 m2

29 Built up area Total Built up Area - 47011.7 m2 Water consumption 223 KLD Power requirement 2761 kW (2788.89 kVA) Connectivity Nearest Railway Station: Tughlakabad Railway Station- 11.31 km NEE Nearest Highway: NH -236 -3.39 km NNW Nearest Airport: Indira Gandhi International Airport- 12.28 km NW Community facilities Coffee Shop, Kitchen, Bar, Lounge, Spa, Yoga Health Club, Swimming Pool, Banquet, Motel Parking needs etc. Parking Required: 609 ECS Parking provision: 707 ECS 1.3 What are the likely impacts of the The entire project influenced area will be developed as proposed activity on the existing per the provision of Master Plan, thus no induced facilities adjacent to the proposed development is foreseen due to the proposed project. site? Also, the proposed development shall be carried out as (Such as open spaces, community per the defined building by-laws; hence no impact is facilities, details of the existing land envisaged due to proposed development. use, and disturbance to the local ecology). Further construction phase as well as operation stage of the project, will generate direct and indirect employment opportunities for a large section of society.

30 1.4 Will there be any significant land There shall be no such significant land disturbance. disturbance resulting in erosion, However, care shall be taken so that no erosion, subsidence & instability? subsidence & instability takes place. (Details of soil type, slope analysis, Soil Type: Silt loam vulnerability to subsidence, seismicity Slope Analysis: The project area possesses plain terrain. etc. may be given). Erosion / Subsidence: Proper greening & paving of area will not cause any soil erosion problem and subsidence

Seismicity: The area under study falls in 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 The proposed project activities will not cause any natural drainage systems? alteration of natural drainage system. (Give details on a contour map showing the natural drainage near the proposed project site) 1.6 What are the quantities of earthwork During construction phase, approx. 92000 m3 of soil will involved in the construction activity be excavated in order to provide 3 levels of basement & cutting, filling, reclamation etc. foundation. The excavated soil shall be properly stacked (Give details of the quantities of within the project site under tarpaulin cover and shall be earthwork involved, transport of fill reused for backfilling purpose. The topsoil of about 1800 materials from outside the site etc.) m3 shall be preserved for landscaping purpose only. Hence, no adverse impacts on the land environment are envisaged.

31 1.7 Give details regarding water supply, Water Supply: waste handling etc. during the During construction stage, STP treated water shall construction period. supplied through tankers. Waste Generation/Handling: Soil excavated will be reused for backfilling and the fertile topsoil will be reused for horticulture 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 labours, proper sanitary facilities & wash areas will be constructed such as mobile toilets and good hygienic conditions will be maintained. Mobile Sewage Treatment Plant shall be provided for disposal of wastewater. Treated water shall be reused for sprinkling purpose. 1.8 Will the low-lying areas & wetlands No low-lying and wetlands area are present in and around get altered? the project site. (Provide details of how low lying and wetlands are getting modified from the proposed activity) 1.9 Whether construction debris & waste The construction waste generated from the project will during construction cause health be common in nature and will not cause any health hazard? (Give quantities of various hazard to associate and nearby population. The types of wastes generated during construction debris will be used for land leveling/back construction including the filling. Waste concrete will be reused as aggregate in construction labour and the means of construction process. disposal) Mobile toilets & drinking water for construction labor shall be provided. The sewage and wastewater generated shall be treated in Mobile Sewage Treatment Plant that will be cleaned regularly.

32 2. WATER ENVIRONMENT

2.1 Give the total quantity of water The total quantity of water requirement shall be 516 KLD requirement for the proposed project which shall be met by Gurugram Metropolitan with the breakup of requirements for Development Authority. various uses. Domestic : 90 KLD How will the water requirement met? Flushing : 42 KLD State the sources & quantities and Gardening : 04 KLD furnish a water balance statement. Laundry : 12 KLD Swimming Pool : 05 KLD Cooling : 70 KLD

Total Water Requirement: 223 KLD Wastewater Generation: 127 KLD (Sewage- 118 KLD; Laundry Wastewater treated from ETP- 9 KLD) 2.2 What is the capacity (dependable Delhi Jal Board will supply water to the Motel Building flow or yield) of the proposed source and it is a dependable source of water. of water? 2.3 What is the quality of water required, In case, Delhi Jal Board is not made, or the supply made in case, the supply is not from a is inadequate then the water shall be arranged through municipal source? (Provide physical, tankers complying with IS – 10500 standards. chemical, biological characteristics with class of water quality) 2.4 How much of the water requirement Total 116 KLD of treated water will be generated from can be met from the recycling of STP which will be reused in flushing, gardening and treated wastewater? Cooling purposes within the project premises. (Give the details of quantities, Approx. 52.01 % of total water requirement will be met sources and usage) by recycled water.

2.5 Will there be diversion of water from There will not be any substantial effect on water demand other users? (Please assess the of this region as the development will be as per the impacts of the project on other development plan.

33 existing uses and quantities of consumption) 2.6 What is the incremental pollution The total wastewater generation from the Motel Building load from wastewater generated from will be 127 KLD (Sewage-118 KLD; Treated Laundry the proposed activity? Wastewater from ETP- 9 KLD). Sewage will be treated in Sewage Treatment Plant of capacity 150 KLD and (Give details of the quantities and Laundry wastewater shall be treated in Effluent composition of wastewater generated Treatment Plant of capacity 14 KLD. 116 KLD treated from the proposed activity) water shall be reused within the premises for purposes like flushing, gardening and cooling. It will be Zero liquid discharge complex. 2.7 Give details of the water 06 number of rainwater harvesting pit shall be provided requirements met from water in the complex. harvesting? Furnish details of the (Details of Rain Water Harvesting is given in facilities created. Environment Management Plan) 2.8 What would be the impact of the land As the land is presently a vacant land, thus there is surface use changes occurring due to the run off creating water logging, during rainy days, proposed project on the runoff however after construction of Motel Building; the rain characteristics (quantitative as well water will be channelized to 6 no. of Rain water as qualitative) of the area in the post harvesting pits which will be used to recharge the ground construction phase on a long-term water. basis? Would it aggravate the problems of No, it will not aggravate the problem of flooding or water flooding or water logging in any logging in any way, rather will reduce the same. way? 2.9 What are the impacts of the proposal There will be no ground water abstraction, however on the ground water? ground water recharging is proposed through rain water (Will there be tapping of ground harvesting, so, there will be a positive impact on ground water; give the details of ground water level. water table, recharging capacity, and approvals obtained from competent authority, if any)

34 2.10 What precautions/measures are taken During the construction phase, runoff from the to prevent the run-off from construction site shall not be allowed into the roadside. It construction activities polluting land shall be collected in a tank and after pre-treatment it shall & aquifers? be reused for sprinkling etc. (Give details of quantities and the measures taken to avoid the adverse impacts) 2.11 How is the storm water from within During construction phase, adequate measures shall be the site managed? taken to channelize such storm water and the same shall (State the provisions made to avoid be collected in a tank & after pre-treatment it shall be flooding of the area, details of the reused for sprinkling etc. drainage facilities provided along During operation phase, Storm water will be channelized with a site layout indication contour to 6 no. of rainwater harvesting pits proposed within the levels) project site. 2.12 Will the deployment of construction Mobile toilets shall be provided for labours during laborers particularly in the peak construction period. The wastewater shall be discharged period lead to unsanitary conditions into septic tanks which will be cleaned regularly. around the project site (Justify with proper explanation) 2.13 What on-site facilities are provided Wastewater during construction phase from labours shall for the collection, treatment & safe be discharged into septic tanks which will be cleaned disposal of sewage? regularly. (Give details of the quantities of During operation phase, 127 KLD of wastewater will be wastewater generation, treatment treated in the proposed Sewage Treatment Plant of 150 capacities with technology & KLD capacity based on MBBR Technology. facilities for recycling and disposal) 116 KLD of treated water will be reused for flushing, gardening and cooling purposes. 2.14 Give details of dual plumbing system Dual Plumbing line will be provided for reuse of treated if treated waste used is used for water. flushing of toilets or any other use.

35 3. VEGETATION

3.1 Is there any threat of the project to the Core Zone: Since, the proposed site is a vacant land. biodiversity? Some tree existing at site which shall be transplant (Give a description of the local with prior permission from Forest Department. ecosystem with its unique features, if Buffer Zone: The following species were found in any) the buffer zone. Shisham Champak Chhota Gulmohar Pilkhan Arjun Champa Ashoka Ficus Dhayti Madhu Roheda Harisinghar

3.2 Will the construction involve extensive Not Applicable. clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) 3.3 What are the measures proposed to be There shall be no impact of this project on existing site taken to minimize the likely impacts on features. important site features? The Shelter belt for the proposed project has been (Give details of proposal for tree planned to provide a clean, healthy and beautiful green plantation, landscaping, creation of environment for the people to live in within the water bodies etc. along with a layout proposed project site. plan to an appropriate scale) To minimize the impact, the provision of total plantation area 3727.84 m2 (32.12 % of net plot area), with lawns, ornamental plants and trees shall be provided.

36 4. FAUNA

4.1 Is there likely to be any displacement Core Zone: The proposed project is an open land and of fauna- both terrestrial and aquatic there will be only some burrowing animals, so in existing or creation of barriers for their conditions this place is not the habitat for local fauna. movement? Provide the details. There will not be any type of displacement or any other effect on the local fauna due to proposed project activities.

Buffer Zone: There is Asola Wildlife Sanctuary in 10 km radius of project site. 4.2 Any direct or indirect impacts on the Few vegetation exists at site, however proper landscaping fauna of the area? Provide details. 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. Landscaping will have direct positive impact on the local avifauna; hence, this will provide shelter to local birds.

4.3 Prescribe measures such as corridors, Not applicable fish ladders etc. to mitigate adverse impacts on fauna

5. AIR ENVIRONMENT

5.1 Will the project increase atmospheric The traffic will increase due to operation of the concentration of gases & result in heat proposed project. Increased traffic generation of islands? vehicles due to project will not cause increase in (Give details of background air quality atmospheric concentration of gases and do not result in levels with predicted values based on heat island formation. Tree plantation will be provided dispersion models taking into account such that the impact of air pollution shall be minimized. the increased traffic generation as a D.G. Sets of capacity 1×1500 kVA, 1×1010 kVA and result of the proposed constructions) 1×500 kVA will be installed in the complex which will be operated during power failure only.

37 5.2 What are the impacts on generation of No, dust, odour will be generated at site. Smoke will be dust, smoke, odorous fumes or other generated from operation of DG sets. Proper emission hazardous gases? Give details in standards will be maintained as per CPCB guidelines. relation to all the meteorological parameters. 5.3 Will the proposal create shortage of The optimum parking provision is proposed in parking space for vehicles? Furnish basements & surface. Hence there will be no shortage details of the present level of transport of parking space for vehicles. Total parking provision infrastructure and measures proposed of complex is 707 ECS. for improvement including the traffic management at the entry & exit to the project site. 5.4 Provide details of the movement Maximum capacity of parking shall be provided on patterns with internal roads, bicycle basement as well as on surface and a proper route shall tracks, pedestrian pathways, footpaths be provided for the traffic movement as well as etc., with areas under each category. pedestrian movement. 5.5 Will there be significant increase in During construction phase, noise barriers shall be traffic noise & vibrations? Give details installed to reduce traffic noise & vibration and during of the sources and the measures operation phase. Shelter belt shall be developed around proposed for mitigation of the above. the complex that shall mitigate the traffic noise. Proper care shall be taken during design such that there will not be any increase in traffic noise by providing two-way traffic movement, hence no honking within the complex will be maintained.

The foundation shall be made very hard and paved with rubber flooring to minimize the vibration, also all other measures shall be adopted during designing that there will not be any causes of vibrations during the traffic density.

38 5.6 What will be the impact of DG sets & There would be slight impact of DG sets on noise levels, other equipment on noise levels & vibration and in ambient air quality around the project vibration in & ambient air quality site. around the project site? Provide details. 1. All the DG Sets of the proposed project would be acoustically enclosed. 2. Stack height as per C.P.C.B. norms (6m above the roof of building) to reduce the impact on air quality around the project site shall be provided. 3. The noise from DG sets will meet the desired standard as per C.P.C.B. guidelines. Low Sulphur fuel shall be used to run these DG sets. Vibration pads shall be used to run these DG sets to minimize the vibration effect.

6. AESTHETICS

6.1 Will the proposed constructions in any The open land does not have any scenic amenity or way result in the obstruction of a view, beauty. Proposed Motel Building will increase the scenic amenity or landscapes? beauty of the area by having proper landscaping & well- Are these considerations taken into designed buildings. account by the proponents? Yes, all considerations have been taken by the proponents

6.2 Will there be any adverse impacts from The construction of the Complex will be done as per new constructions on the existing building by-laws. Hence no adverse impact is structures? What are the considerations anticipated. Moreover, proper barricading and site taken into account? boundary will be made to avoid any disturbance to the other’s property.

39 6.3 Whether there are any local There are no typical urban form & urban design considerations of urban form & urban influencing the design criteria. design influencing the design criteria? They may be explicitly spelt out. Are there any anthropological or Yes, following are the nearest anthropological or archaeological sites or artifacts nearby? archaeological site or artefacts near the site-: Archeological Site Shamsi Tallab- 4.27 km NNW

State if any other significant features in All significant features shall be considered during the vicinity of the proposed site have construction of motel. been considered.

7. SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any changes The proposed project is the development of Motel to the demographic structure of local Building. population? Provide the details. During operational phase, the population of 2764 no. is anticipated. So, there will be some change in demographic structure of the area. 7.2 Give details of the existing social The proposed project falls within Delhi city which has infrastructure around the proposed all the social infrastructure facilities in the form of project. education health & work centers etc. Hospital Hospital near Sat Bari Poultary 1.06 km NE Farm 1.59 km SSW Hospital near Fatehpur Beri 2.85 km NNE Hospital near Maidan Garhi

Post Office Post Office near Sat Bari 0.78 km NNE Post Office near Fatehpur Beri 1.92 km SSW Post Office near Maidan Garhi 2.97 km NNE

Place of Worship Temple near Sat Bari 0.93 km NNW Mosque near Sat Bari 0.97 km NNE Temple near Rajpur Khurd 2.12 km NNE

School

40 SDMC School, Sat Bari 0.98 km N Made Easy Pre School,Chattarpur 1.12 km NNE Mandir Road,Sat Bari Asian Modern Public School, A- 1.88 km SE 77, Kharak, Sat Bari

Bank Axis Bank ATM, NO. K-40, Sat 0.85 km NNE Bari Corporation Bank,Plot No.- 0.86 km NNE 6,Khasra No.431, Chattarpur Bhatti Road, Sat Bari ICICI Bank, Opp Tivoli 2.33 km N Garden,Chattarpur, New Delhi 7.3 Will the project cause adverse effects The Motel Building will be constructed within the on local communities, disturbance to designated site as per the defined building by-laws. sacred sites or other cultural values? There are following sacred site or cultural heritage site What are the safeguards proposed? within the vicinity of proposed project- Temple near Sat Bari-0.93 km NNW

Mosque near Sat Bari-0.97 km NNE

Temple near Rajpur Khurd-2.12 km NNE

Construction works shall be done taking in consideration that no impact is envisaged on the above- mentioned sacred sites.

8. BUILDING MATERIALS

8.1 May involve the use of building Choices of materials and construction methods can materials with high-embodied energy. significantly change the amount of energy embodied in Are the construction materials the structure of a building, as embodied energy content produced with energy efficient varies enormously between products and materials. processes? The major materials required for construction of the (Give details of energy conservation project are steel, cement, bricks, flooring tiles/ stones, measures in the selection of building sanitary and hardware items, electrical fittings, water, etc. materials and their energy efficiency Energy efficient building material will be used as per ECBC standard.

41 Details have been given in Environment Management Plan. 8.2 Transport and handling of materials Yes, transportation and handling of material results in air during construction may result in & noise pollution; however, it will be minimized by pollution, noise & public nuisance. covering material by the tarpaulin and ensuring PUC What measures are taken to minimize certificate of vehicles and good condition silencers. the impacts? 8.3 Are recycled materials used in roads The excavated earth shall be utilized to the extent and structures? possible. The debris of construction material will be also State the extent of savings achieved? used in backfilling, roads etc. 8.4 Give details of the methods of The solid waste will be disposed off as per municipal collection, segregation & disposal of solid waste management and handling norms. Details are the garbage generated during the given in Environment Management Plan. operation phases of the project.

9. ENERGY CONSERVATION

9.1 Give details of the power Power Requirement – 2761 kW (2788.89 kVA) requirements, source of supply, D.G. sets for power back up– 1×1500 kVA, 1×1010 backup source etc. kVA and 1×500 kVA What is the energy consumption assumed per square foot of built-up Source of Power: BSES Rajdhani Power Limited area? Fuel - Low Sulphur Diesel How have you tried to minimize During power failure D.G. Sets will start automatically. energy consumption? Fuel consumption for DG Sets has been calculated to be 29 litre/month of Low Sulphur Diesel. As per the latest C.P.C.B. norms, D.G. Sets must be installed in acoustic enclosure and silencer. LED, T5 lamps, energy efficient motors and pumps shall be used to conserve the electrical energy & to minimize the consumption of non-renewable fuel. All the measures as per ECBC standard shall be maintain.

42 9.2 What type of and capacity of power DG Sets (Backup) :– 1×1500 kVA, 1×1010 kVA and back-up do you plan to provide? 1×500 kVA shall be installed to provide power backup during power failures.

Fuel: Low Sulphur Diesel. 9.3 What are the characteristics of the Double Glazed Glass will be used. glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation? 9.4 What passive solar architectural Building design and envelope shall be optimized through features are being used in the selection of appropriate wall and roof construction and building? through adoption of solar measures. Illustrate the applications made in the proposed project.

9.5 Does the layout of streets & Yes, the layout of buildings shall be designed to buildings maximize the potential for maximize the potential for use of solar lighting per day solar energy devices? devices. Have you considered the use of Yes, Solar PV Panel shall be proposed. street lighting, emergency lighting and solar hot water systems for use in the building? Substantiate with details. 9.6 Is shading effectively used to reduce No shading devices for windows and roof will be cooling/heating loads? What provided as this is a commercial/office building. principles have been used to Roofs will be painted with reflective paints with solar maximize the shading of Walls on reflectance ranging from 0.3-0.6. This will result in less the East and the West and the Roof? absorption of sunlight causing 40 % back reflection and How much energy saving has been less heating of building structure during summer season. affected? This will effectively reduce the heat load of the building envelope.

43 9.7 Do the structures use energy- Suitable energy optimization will be adopted during the efficient space conditioning, calculation of energy load of the proposed project. The lighting and mechanical systems? space heating load will be minimized using solar Provide technical details. structure and suitable buildings envelop material. Uses of incandescent lamp and halogen lamps have been avoided and energy efficient LED shall be used for all common area.

The diesel generator sets shall be automatically Provide details of the transformers controlled to optimize their usage based on the actual and motor efficiencies, lighting load requirements at any time. Space conditioning will be intensity and air-conditioning load provided as per norms of National Building Code – Part assumptions? 8; Building Services Section 3–Mechanical Ventilation.

Lighting intensity will be done as per the National

Building Code Guidelines

Are you using CFC and HCFC free CFC and HCFC free chillers will be used. chillers? Provide specifications 9.8 What are the likely effects of the No significant effect is envisaged on the surrounding building activity in altering the environment of project. Increased traffic generation and micro-climates? use of diesel generators. Sets in the project will not cause Provide a self-assessment on the significant increase in atmospheric concentration of gases likely impacts of the proposed and will not result in heat island formation. construction on creation of heat island & inversion effects? 9.9 What are the thermal characteristics All measures will be adopted as per ECBC guidelines of the building envelope? (a) roof; applicable to the project (b) external walls; and (c) Double Glazed Glass will be used. fenestration? Give details of the material used and the U-values or the R values of the individual components.

44 9.10 What precautions & safety measures The basic system of Fire Fighting shall be designed as per are proposed against fire hazards? the provisions of the National Building Code (SP7: 1993 Furnish details of emergency plans. Part IV amendment No. 3 of January, 1977) The fire classification for this Commercial/Office Building would be as per the NBC 2016. For the fire protection purposes provision of Fire water storage tank of adequate capacity would be made. Water from these reserve tanks will be drawn by electrically driven fire pump and supplied into hydrant ring main and wet riser system. The system will be kept pressurized at all times in order to ensure instant availability of water at all points. An on-line jockey pump would make up minor line losses. A diesel engine driven fire pump will also be provided as a standby.

Sprinkler System: Sprinkler system shall be provided for all floors of the building. The building will confirm to the provisions of National Building Code as well as the provisions of State Fire Safety by-laws and will be provided with adequate arrangement to overcome fuel hazards to the satisfaction of authority.

Fire Safety: The building materials shall be of appropriate fire resistance standards. Further, design shall include provisions for the following: • The electrical systems shall be provided with automatic circuit breakers activated by the rise of current as well as activated by over current. • Fire detection system. • Fire alarm system at appropriate places.

45 • Means of escape • Access for fireman • Adequate fire-fighting requirement shall be considered while designing the electrical distribution system. • Emergency Lighting: • The emergency lights operated on battery power should be provided at appropriate locations such as corridors, common area, staircase, exit and entrance doors, parking etc. 9.11 If you are using glass as wall Double Glazed Glass will be used for windows. material provides details and specifications including emissive and thermal characteristics. 9.12 What is the rate of air infiltration All the windows and door will be air-tight quality; hence into the building? we don’t foresee any air infiltration. Provide details of how you are mitigating the effects of infiltration. 9.13 To what extent the non- Solar energy will be used inside the Motel Building. conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used.

10. ENVIRONMENT MANAGEMENT PLAN

10.1 The Environment Management Detailed Management Plan along with Monitoring Plan Plan would consist of all has been given in Environment Management Plan. mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to

46 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.

47

Annexure 2: CONCEPTUAL PLAN

48 CONCEPTUAL PLAN 1.1 Introduction

The proposed project titled “Construction of Motel” will be located at Khasra No. 223, 226 Min, 229/1 & 229/2 Min., Village: Satbari, Tehsil- Saket, New Delhi-110074. The land use of the land is Commercial use as per building plan sanctioned by South Delhi Municipal Corporation. The total plot area of the proposed project will be 12519.85 m2 and net plot are after deduction in road widening is 11604.23 sqm and the total built-up area of the project will be 47011.7 m2. Since, the built- up area of the proposed project will be less than 1,50,000 m2, Hence, it falls under Activity 8(a), Category B as per schedule of EIA Notification,2006 and its subsequent amendments. Since, the tenure of SEAC (Delhi) has completed. Hence, we are applying for the grant of Environmental Clearance in MOEF&CC. 1.2 Activities/ Amenities The activities proposed in the motel building will be the following-:

• Motel • Coffee Shops • Kitchen • Lounge • Spa & Yoga Centre • Health Club • Swimming Pool • Banquet 1.3 Site Location The proposed project will be located at Khasra No. 223, 226 Min, 229/1 & 229/2 Min., Village: Satbari, Tehsil- Saket, New Delhi-110074.

Latitude Longitude Elevation 28°28'29.36"N 77°11'10.04"E 265 m

49 1.4 Type of Project The proposed project is Motel Building, which will be developed at built-up area of 47011.7 m2. Since, built up area is less than 1,50,000 m2, thus the project falls under the Category “B”, Activity 8(a) in accordance with the schedule of EIA Notification dated 14th September 2006 and its subsequent amendments. 1.5 Project Details

Project details are given in Table 1. Table 1: Project Details

Particulars Unit Details Cost of the project Rs. 75 Crore Plot Area m2 12519.85 Area under road widening m2 915.62 Net Plot Area m2 11604.23 GROUND COVERAGE Ground Coverage (Permissible)40% m2 4641.692 Ground Coverage (Proposed) 34.2% m2 3968.91 FAR AREA (A) FAR Permissible (1.75) m2 20307.4 FAR (Proposed)(1.71) m2 19845.41

NON-FAR AREA (B) Non- FAR areas( Mumty, machine m2 room , staircases etc) 2265.5 Service Floor Area m2 1905.39 Total Non-FAR Area m2 4170.9 BASEMENT AREA (C) Basement-1 m2 7665.13 Basement-2 m2 7665.13 Basement-3 m2 7665.13 Total Basement area m2 22995.39 Total Built-up Area (A+B+C) m2 47011.7

50 Total Green Area m2 3727.84

Surface parking area m2 1794.00

Total Open & Road Area m2 2113.48 No of Towers No. 1 Maximum No. of Floors No. G+10

Max. height of building No. 39.45

No. of Basement No. 3 UNITS Rooms in Motel No. 118 Banquet Hall No. 2 Restaurant No. 1 Meeting Rooms No. 5 POPULATION Guests in motel No. 236 Staff Motel No. 20 Banquet and Restaurant No. 50 Total Staff No. 70 Visitors Motel No. 50 Restaurant No. 290 Banquet Hall No. 1843 Meeting Room No. 275 Total Visitors No. 2458 Total Population No. 2764 SERVICE DETAILS kW 2761 (2788.89 kVA) Total Electrical Load kVA 1×1500 kVA, 1×1010 kVA and 1×500 kVA No. of DG sets No of Rain Harvesting Pits No. 6 Total water requirement KLD 223

51 Fresh water requirement KLD 107 KLD Treated water Reuse 116 KLD 127 (Sewage-118 KLD; Laundry Wastewater Wastewater Discharge after treatment from ETP- 9 KLD) KLD STP Capacity 150 KLD ETP Capacity 14 Total Solid Waste Generation kg/day 486 (178 TPA) kg/day Total Bio-degradable Waste Generation 292 (108 TPA) kg/day Total Recyclable Waste Generation 97 (35 TPA) kg/day Total Plastic Waste Generation 97 (35 TPA) ECS Parking Required 609 ECS Parking Provision 708

1.6 Population Details During construction phase: 150 nos. of local labours will be employed for the construction of the project.

During operation phase: The total population of the project has been estimated to be 2764 persons including guests in motel, visitors and staff of Motel, Banquet Hall, Meeting Rooms and Restaurants. 1.7 Water Management During Construction Phase: Total water requirement during construction phase will be 12 KLD, out of which 7 KLD shall be used by labours for domestic & flushing purposes and 5 KLD of water will be used for construction activities. 6 KLD of Wastewater will be generated from the labours which will be disposed septic tanks that will be cleaned regularly.

During Operation Phase: The total water requirement during operation phase will be 223 KLD, out of which freshwater requirement will be 107 KLD which will be sourced by Delhi Jal Board. Rest 116 KLD of water requirement will be met by in-house STP treated water. Treated water will be used for flushing, gardening and cooling purposes. It will be zero liquid discharge project.

52 Total wastewater generation from Motel Building will be 127 KLD (Sewage-118 KLD; Laundry Waste Water after treatment from ETP -9 KLD). Sewage shall be treated in in-house Sewage Treatment Plant of capacity 150 KLD based on MBBR Technology. 10 KLD Laundry wastewater shall be treated in Effluent Treatment Plant of capacity 14 KLD. 9 KLD treated water generated from ETP shall be supplied for further treatment to in-house STP. 116 KLD treated water generated from STP shall be reused completely within the premises for purposes like flushing, gardening and cooling. It will be zero liquid discharge complex. 1.8 Rainwater collection Details To recharge the ground water, 6 no. of Rainwater harvesting pits shall be provided. Details are given in Environment Management Plan. 1.9 Power Requirement & Back-up During Construction phase, 1×250 kVA of DG Sets will be used for power requirement.

During Operation Phase - The total power requirement of the project will be 2761 kW (2788.89 kVA) which will be met by BSES Rajdhani Power Limited. In case of power failure, power backup will be provided through DG sets. of capacity 1×1500 kVA, 1×1010 kVA and 1×500 kVA. Stack height of 6 m above roof level will be maintained. 1.10 Solid & Hazardous Waste Management During Construction Phase- Solid and Hazardous waste generation will be approx. 23 kg/day of waste from labourers. Approx. 92000 m3 of soil shall be excavated due to excavation of 3 levels of basement & foundation. Construction & Demolition waste generated shall be disposed off to C&D facility. Recyclable material of construction phase like aluminium, steel, wood pieces, cement bags, plastic containers, cartons, glass etc. will be sold to recyclers.

During operation phase- Approx. 486 kg/day (178 TPA) solid waste will be generated from the proposed project. Out of which biodegradable waste of 292 kg/day (108 TPA) , Recyclable waste of 97 kg/day(35 TPA) and Plastic waste of 97 kg/day(35 TPA) shall be generated which shall be handed over to the approved recycler.

53 29 lit/month of used oil and 3-5 kg/month of E-waste shall be generated which will be given to approved vendor. Battery waste generated from inverters & UPS from the project will be managed as per Batteries (Management and Handling) Rules 2001. 1.11 Parking Management During construction phase- Proper parking provisions of trucks and other construction vehicles shall be made. Proper spaces for loading and unloading shall be defined.

During operation phase- Total parking requirement will be 609 ECS for which 708 ECS shall be provided on basements and surface parking. Details are given in Environment Management Plan. 1.12 Green Area Development Development of proposed complex includes development of a plantation area including big foliage trees, herbs, shrubs and grasses in the form of green belt, periphery plantation, Avenue plantation and lawns within the site. Total plantation area for the project will be approx. 3727.84 m2 .i.e. 32.12 % of the net plot area.

54

ANNEXURE-3: ENVIRONMENT MANAGEMENT PLAN

55 ENVIRONMENT MANAGEMENT PLAN FOR CONSTRUCTION OF MOTEL

At Village- Satbari, Tehsil- Saket New Delhi-110074 Category- B, Activity 8(a) Proposed Built-up Area- 47011.7 m2 BEING DEVELOPED BY: Sh. Ajay Sharma, Akshay Sharma & Abhinav Sharma

PREPARED BY: M/S PERFACT ENVIRO SOLUTIONS PVT. LTD. (NABET Registered Vide list of accredited consultants organizations/ Rev.78 /10thJuly, 2019 at S.No.-112) (An ISO 9001:2008 & ISO 14001:2004 Certified Company) 5th Floor, NN Mall, Sector 3, Rohini, New Delhi-110085 Phone: +91-11-49281360

56 3.1 Project Details

The proposed project will be located at Khasra No. 223, 226 Min, 229/1 & 229/2 Min., Village- Satbari, Tehsil- Saket, New Delhi-110074. The total plot area of the project will be 12519.85 m2. The area under road widening will be 915.62 m2. Hence, the net plot area of the project will be 11604.23 m2. Since, the built-up area of the proposed project will be less than 1,50,000 m2, Hence, it falls under Activity 8(a), Category B as per schedule of EIA Notification,2006 and its subsequent amendments. Since, the tenure of SEAC (Delhi) has completed. Hence, we are applying for the grant of Environmental Clearance in MOEF&CC.

The activities proposed in the motel building will be the following-:

• Motel • Coffee Shops • Kitchen • Lounge • Spa & Yoga Centre • Health Club • Swimming Pool • Banquet

The permissible ground coverage of the proposed project will be 4641.692 m2 and achieved ground coverage will be 3968.91 m2. Total FAR proposed will be 19845.41 m2. Total Non-FAR proposed will be 4170.9 m2. The total basement area for proposed 3 levels of basement will be 22995.39 m2. The total built up of the project including FAR, Non-FAR and Basement Area will be 47011.7 m2. The total no. of floors will be G+10. The maximum height of the building will be 39.45 m. The total cost of the project is Rs 75 Crores.

57 3.1.1 Area Details

Table 1: Project Details

Particulars Unit Details Cost of the project Rs. 75 Crore Plot Area m2 12519.85 Area under road widening m2 915.62 Net Plot Area m2 11604.23 GROUND COVERAGE Ground Coverage (Permissible) m2 4641.692 Ground Coverage (Proposed) m2 3968.91 FAR AREA (A) FAR Permissible (1.75) m2 20307.4 FAR (Proposed) m2 19845.41

NON-FAR AREA (B) Other Non- FAR areas m2 2265.5 Service Floor Area m2 1905.39 Total Non-FAR Area m2 4170.9 BASEMENT AREA (C) Basement-1 m2 7665.13 Basement-2 m2 7665.13 Basement-3 m2 7665.13 Total Basement area m2 22995.39 Total Built-up Area (A+B+C) m2 47011.7 Total Green Area m2 3727.84

Surface parking area m2 1794.00

Total Open & Road Area m2 2113.48 No of Towers No. 1 Maximum No. of Floors No. G+10

Max. height of building No. 39.45

No. of Basement No. 3

58 UNITS Rooms in Motel No. 118 Banquet Hall No. 2 Restaurant No. 1 Meeting Rooms No. 5 POPULATION Guests in motel No. 236 Staff Motel No. 20 Banquet and Restaurant No. 50 Total Staff No. 70 Visitors Motel No. 50 Restaurant No. 290 Banquet Hall No. 1843 Meeting Room No. 275 Total Visitors No. 2458 Total Population No. 2764 SERVICE DETAILS kW 2761 (2788.89 kVA) Total Electrical Load kVA 1×1500 kVA, 1×1010 kVA and 1×500 kVA No. of DG sets No of Rain Harvesting Pits No. 6 Total water requirement KLD 223 Fresh water requirement KLD 107 KLD Treated water Reuse 116 KLD 127 (Sewage-118 KLD; Laundry Wastewater treated from ETP- 9 KLD) Waste Water Discharge KLD STP Capacity 150 KLD ETP Capacity 14 Total Solid Waste Generation kg/day 486 (178 TPA)

59 kg/day Total Bio-degradable Waste Generation 292 (108 TPA) kg/day Total Recyclable Waste Generation 97 (35 TPA) kg/day Total Plastic Waste Generation 97 (35 TPA) ECS Parking Required 609 ECS Parking Provision 708

3.1.2 Construction Status

No construction has been done at site. 3.1.3 Site Photographs

3.1.4 Population Details During construction phase: 150 nos. of local labours will be employed for the construction of the project.

60 During operation phase: The total population of the project has been estimated to be 2764 persons including guests in motel, visitors and staff of Motel, Banquet Hall, Meeting Rooms and Restaurants.

The population details are given in table below:

Table 2: Population Details

POPULATION Particulars Unit Details Guests in motel No. 236 Staff Motel No. 20 Banquet and Restaurant No. 50 Total Staff No. 70 Visitors Motel No. 50 Restaurant No. 290 Banquet Hall No. 1843 Meeting Room No. 275 Total Visitors No. 2458 Total Population No. 2764

3.1.5 Parking Details

Parking required: Particulars Details 609 ECS Total Parking Required (3 ECS/100 m2)

Parking Provision:

Basement Service Parking Area Area Area Total Parking Parking Provision (m2) (m2) (m2) Factor (in ECS) First Basement 7665.13 1709.59 5955.54 32 186 Second Basement 7665.13 1212.24 6452.89 32 202

61 Third Basement 7665.13 0 7665.13 32 240 Surface Parking 1794 23 78 Surface Bus Parking 2 Total Parking provision 708 ECS

3.1.6 Power Requirement and Backup Details During construction phase: DG sets of capacity 1×125 kVA shall be used for construction work. During operation phase: The total power requirement of the project will be 2761 kW (2788.89 kVA) which will be met by BSES Rajdhani Power Limited. In case of power failure, power backup will be provided through DG sets. of capacity 1×1500 kVA, 1×1010 kVA and 1×500 kVA. Stack height of 6 m above roof level will be maintained. Power Source BSES Rajdhani Power Limited Total power load 2761 kW (2788.89 kVA) No. of DG sets 1×1500 kVA, 1×1010 kVA and 1×500 kVA

3.1.7 Waste water, Rain Water and Solid Waste Details

Table 3: Waste water, rain water and solid waste details

Description Unit Proposed Details Total Solid Waste Generation kg/day 486 (178 TPA)

Total Water Requirement KLD 223 Fresh Water Requirement KLD 107 Treated water reuse KLD 116 Total Wastewater Generation KLD 127 (Sewage-118 KLD; Laundry Wastewater after treatment from ETP - 9 KLD) STP Capacity KLD 150 ETP Capacity KLD 14 Rain water Harvesting Pits Nos. 06

3.2 Land Ownership of the site

Land ownership has been obtained.

62 3.3 Land Use The land use of the proposed site is Commercial Use as per building plan sanctioned by South Delhi Municipal Corporation. Hence, there shall be no further change in Land Use.

However, the land cover shall change from vacant land to Motel Building. There are few temporary structures present on the site which shall then be cleared out for the construction of motel.

The proposed land use at the site is given in Table:

Table 4: Proposed Land use

LAND USE Area (m2) Percentage (%) Ground Coverage 3968.91 34.20 Green Area 3727.84 32.12 Open & Road Area and Surface Parking 3907.48 33.67 Total Net Plot Area 11604.23 100.00

LAND-USE

Ground Coverage 33.67% 34.20% Green Area

Open & Road Area (including Surface Parking Area) 32.12%

Figure 1: Proposed Land Use

3.4 Location of the project with connectivity 3.4.1 Geographical Information of Site

Latitude Longitude Elevation 28°28'29.36"N 77°11'10.04"E 265 m Figure 2: Google Location

63 N

3.4.2 Topographical Map

Topographical Map for the project is shown in figure 3.

Figure 3: Topographical Map

64 3.5 Connectivity of the project:

Details of connectivity are shown in table below:

Table 5: Site Connectivity

S. No. Accessibility Description Distance & Direction 1. Highway/ Road NH -236 3.39 km NNW 2. Railway Station Tughlakabad Railway Station 11.31 km NEE

3 Airport Indira Gandhi International Airport 12.28 km NW 3.6 Centrally Protected Monuments Under Delhi Circle

Distance & Name of Monument Locality District Direction

Mosque known by the name of ShamsiTallab Mehrauli Village South together with both platform entrance gates. 4.27 km NNW HauzShamsi, with central red stone pavilion situated at Mehrauli in field Nos. 1574-81, Mehrauli South 1588-97, 1614, 1623 & 1624, owner Government 4.35 km NNW

Jahaz Mahal in Mehrauli Mehrauli Village South 4.39 km NNW Lado Sarai South Mandi Mosque Village 4.41 km N

Moti Masjid Mehrauli Village South 4.91 km NNW Old Palace of Bahadur Shah II alias Lal Mahal Mehrauli Village South in Mehrauli 4.92 km NNW

Mehrauli South Tomb and Mosque of MaulanaJamaliKamali 4.93 km N Area between Balban Khan's Tomb Lado Sarai South &JamliKamali 4.94 km N

Lado Sarai South Rajon-ki-Bain with Mosque and Chatri Village 5.02 km N

Old Baoli known as Diving Wall in Mouza Mehrauli South locally known as (Gandak-ki-baoli), Mehrauli 5.09 km NNW

65 Lado Sarai South Unknown tomb said to be of Azim Khan Village 5.19 km NNE

Lado Sarai South Badaun Gates, Village 5.21 km NNE

Mehrauli South Tomb of Adham Khan (Rest House) 5.32 km NNW The Qutab Archaeological area as now fenced in, including the Mosque, Iron Pillar, Minar of Qutbud-din, unfinished Minar, all colonnades, screen arches, tomb of Altamash, college, buildings of Alaud-Din, Tomb of Imam Zamin Mehrauli Village South and all carved stones in the above area with gardens, paths and water channels, and all gateways including the Alai-Darwaza , also all graves in the above area 5.46 km NNW Mehrauli (Qutb South Iron Pillar, Hindu remains Complex) 5.51 km N

Ramp and gateways of Rai Pithora's Fort, Adchini South Adchini 6.11 km NNE Walls of Lal Kot and Rai Pithora's fort from Sohan Gate to Adham Khan's tomb including Mehrauli South the ditch where there is an outer wall 6.17 km NNW Khirki Village near Malviya South Khirkee Masjid Nagar 7.03 km NNE Khirki Village near Malviya South -III –216 Nagar 7.22 km NNE Khirki Village near Malviya South Tomb of Usuf-Quttal situated at Khirki Nagar 7.24 km NNE Begumpuri Masjid Begumpur South 7.35 km NNE Bastion, where a wall of Jahan panah meets Adchini South the wall of Rai Pithora’s fort, Adchini 7.49 km NNE Wall of Rai Pithora's Fort and Jahan panah at Hauz Rani South the point where they meet together Village 7.49 km NNE

Bijay Mandal, neighbouring domes, buildings Malviya Nagar South and dalan to north of Begumpur 7.50 km NNE Group of monuments at Sarai Shahji Malviya Nagar South 7.60 km NNE

Lal Gumbad, Chirag Delhi Chirag Delhi South 7.66 km NNE

66 Tomb of Sheikh Kaburuddin also known as RakabwalaGumbad in field no.84 min. Malviya Nagar South situated at sarai Shah 31 property of ThoksShahpur and Adhehini 7.67 km NNE MalikpurKothi opposite Vasant South Tomb of Kunj 8.01 km NNW

Tomb of Bahlol Lodi Chirag Delhi South 8.05 km NNE Tomb of GhiyasuddinTughlakabad. walls and bastions, gates and cause way including the Tughlaqabad South East tomb of Dad Khan 8.21 km NE Internal buildings of: Siri Mohammadiwali- ShahpurJat Kh. No. 14 ShahpurJat MakhdumkiKh. No. South Village 255 ShahpurJat Thana walaShahpurJat 8.25 km NNE

HauzKhas South ChorMinar No. 289 Vol III 8.26 km NNE HauzKhas South Idgah of Kharehra Enclave 8.35 km NNE Walls, gateways bastions and internal buildings of both inner and outer citadels of Tughlaqabad South East Tughlakabad Fort 8.43 km NE Nai-ka-kot in Tughlaqabad Tughlaqabad South East 8.47 km NE Humayunpur Village South (HauzKhas), TohfewalaGumbad ShahpurJat 8.56 km NNE Walls, gate and bastions of Adilabad (Mohammadabad) and causeway leading there Tughlaqabad South East to from Tughlakabad. 8.60 km NE HauzKhas:- Group of Building at HauzKhas consisting of the following i. The tomb of Ferozshah ii. Domed Building to the west of No.1 iii. Dalan between 1&2 iv. Domed Building & its court to the south of No. 3, v. Dalans and all ruined Buildings to the north of no. 1 and existing upto No.10 vi. Five Chhatris to the East of No. 1& No.5 vii. Old HauzKhas South Gate to the north of No.6 viii. Three Chhatris to the north-west of No.7 ix. Ruined courtyard and its Dalans with the Domed building to the north-west to the No.8 x. Old wall running east from No.4 xi. 2.23 Acres of land surrounding the above monuments and bouded on the North by house of Chhange and Mehra Chand sons of 8.66 km NNE

67 Hansram and house of Udairam, son of Kushla South Ghairmumkan Rasta East By village site belonging to village community. Others West By field no. 185 & 186.

Bara Khamba-285 HauzKhas South 8.74 km NNE HauzKhas Enclave near South Sakri Gumti-284 Green Park 8.78 km NNE

ChotiGumti HauzKhas South 8.80 km NNE Biwi or Dadi-ka-Gumbad-281 HauzKhas South 8.83 km NNE

HauzKhas South

Bandi or PotikaGumbad III-280 8.84 km NNE Ruined line of walls, bastions & gateways of ShahpurJat South siriKh. No. 88, 265 &447 pf village ShahpurJat Village 8.91 km NNE HauzKhas South Nili Mosque Enclave 8.92 km NNE HauzKhas South Biran-Ka-Gumbad-282 9.05 km NNE Humayunpur Village South Bagh-i-AlamGumbad with a Mosque (HauzKhas) 9.06 km NNE

HauzKhas South Kali Gumti 9.12 km NNE

Munda Gumbad, Munirka Munirka South 9.56 km NNW

Munirka South Baoli, Munirka 9.72 km NNW Wazir Pur-ki-Gumbad, Munirka 312 9.81 km NNW Munirka South

Mohammad Pur South Tin BurjiWalaGumbad, MommadPur Village Village 10.09 km N Behind South South Moth-ki-Masjid Extension-II 10.16 km NNE KotlaMubrakpur South Tomb of Bhura Khan Village 11.28 km NNE

68 KotlaMubrakpur South Mosque attached to Mubarak shah Tomb Village 11.33 km NNE Tombs of Bade-Khan, and MubarakpurKotla, KotlaMubrakpur South Kotla Village 11.34 km NNE KotlaMubrakpur South Tombs of Chote Khan, Mubarakpur, Kotla Village 11.34 km NNE KotlaMubrakpur South Tomb of Mubarik Shah in Mubarikpur, Kotla Village 11.38 km NNE

Ashokan Rock Edict at Bahapur East of Kailash South East 11.45 km NNE

Bara Pulah bridge near Nizammudin Nizamuddin South East 13.72 km NNE

Tomb of Khan-i-Khana Nizamuddin South East 13.87 km NNE

The Grave of Jahanara Begum Nizamuddin South East 13.94 km NNE

Tomb of Amir Khusro Nizamuddin South East 13.96 km NNE

Tomb of NizamuddinOlia Nizamuddin South East 13.96 km NNE

The Grave of Mirza Jahangir Nizamuddin South East 13.96 km NNE The ChausathKhamba and tomb of Mirza Aziz Nizamuddin South East Kokaltash 13.99 km NNE

Tomb of Tagah or Atgah Khan Nizamuddin South East 14.00 km NNE Mazar of Mirza Ghalib Nizamuddin South East 14.01 km NNE

Baoli Nizamuddin South Eas 14.02 km NNE Near Humayun’s South East Arab Sarai Tomb 14.10 km NNE Remaining Gateways of Arab Sarai and of Near Humayun’s South East Abadi-Bagh-Buhalima Tomb 14.10. km NNE

Bara Khamba outside north entrance to shrine Nizamuddin South East 14.11 km NNE The NilaChhatri or SubazBurj, once used as a Nizamuddin South East Police Station at Nizam-ud-Din. 14.22 km NNE The Gate way of Arab Sarai facing North Near Humayun’s South East towards PuranaQila Tomb 14.23 km NNE The Gate way of Arab Sarai facing East Near Humayun’s South East towards the tomb of Humayun Tomb 14.23 km NNE The with its surrounding enclosure walls and turret, garden, gateways Nizamuddin South East and mosque. 14.23 km NNE The Tomb of Afsah-wala immediately near Nizamuddin South East and to the south of Afsah-wala-ki-Masjid 14.33 km NNE

69 The Afsah-wala-ki-Masjid situated outside the west gate of Humayun's tomb with its dalans Nizamuddin South East and paved court. 14.35 km NNE NilaGumbaz outside the south corner of the Nizamuddin South East enclosure of Humayun's tomb. 14.48 km NNE Humayun's tomb, its platforms, garden, enclosure walls and gateways Khasra No. 258 bounded on the east by Khasra No.180&181&244 of Miri Singh and on west Nizamuddin South East by Kh. No. 268&253 on the north by Khasra No. 266, on the south by Kh No. 245 of Miri Singh &Kh. No. 248 & 249 of SayyedMohummad 14.51 km NNE Near Humayun’s South East SunderwalaBurj Tomb 14.59 km NNE Near Humayun’s South East Sunderwala Mahal Tomb 14.63 km NNE

Tomb of Mirza Muzaffer, ChotaBatasha Nizamuddin South East 14.69 km NNE Near Humayun’s South East LakharwalGumbad (Tomb) Tomb 14.72 km NNE

Tomb of Mirza Muzaffer, Bara Batasha Nizamuddin South East 14.77 km NNE

3.7 Layout Plan

Layout plan of the project is shown in figure 4

Figure 4: Layout Plan of Proposed Project N

70 3.8 Water Resource Management 3.8.1 Source of water The water will be sourced through Delhi Jal Board. 3.8.2 Present Quality

The present quality of the Surface water of nearby water body has been accessed, the summarised results with prescribed standards shows the parameters are within the limit as per IS: 10500 Drinking Water Standards & CPCB Surface Water Quality Criteria. 3.8.3 Water Requirement

During construction phase, for construction activities, treated water will be arranged on temporary basis which will be sourced through nearby Sewage Treatment Plant. Drinking water for labourers will be sourced through the tankers.

Total water requirement during construction phase will be 12 KLD, out of which 7 KLD shall be used by labours for domestic & flushing purposes and 5 KLD of water will be used for construction activities. 6 KLD of Waste water generated will be discharged to septic tanks that will be cleaned regularly.

During operation phase, fresh water will be met through Delhi Jal Board.

The total water requirement has been shown in the Table below:

Table 7: Water Management

Domestic Flushing Water Waste Requirement Requirement Requirement Discharge Particulars Population Factor (in KLD) (in KLD) (in KLD) (in KLD)

Motel

Guest in Motel 236 320 76 62 14

Staff 20 45 1 0.5 0.5

Visitors 50 15 1 0.5 0.5

71 Total Population 306 78 63 15

Waste water 50 15 65

Banquet hall

Banquet Visitors 1843 15 28 9 19

Restaurant visitor 290 70 20 16 4

Meeting room 275 visitors 15 4 1 3

Staff banquet and 50 restaurant 45 2 1 1

Total population of 2764 complex 54 27 27

Wastewater 22 27 49

Total Domestic water 90 42

Wastewater 72 42 114

Swimming pool 5

Laundry 12 10

Treated water from ETP 9

Gardening 4 0

DG and HVAC cooling 70 4

Total water requirement 223 127

72 WATER BALANCE

Figure 5: Water Balance Diagram 3.8.4 Disposal

Total waste water generation from Motel Building will be 127 KLD (Sewage-118 KLD; Laundry Waste Water-9 KLD). Sewage shall be treated in in-house Sewage Treatment Plant of capacity 150 KLD based on MBBR Technology. 10 KLD Laundry wastewater shall be treated in Effluent Treatment Plant of capacity 14 KLD. 9 KLD treated water generated from ETP shall be supplied for further treatment to in- house STP. 116 KLD treated water generated from STP shall be reused completely within the premises for purposes like flushing, gardening and cooling. It will be zero liquid discharge complex. 3.9 Noise Management

During Construction

DG sets of 1×250 kVA will be used for power supply during the construction phase.

During Operation

73 2761 kW (2788.89 kVA) of electric load from BSES Rajdhani Power Limited shall be supplied to the Motel Building. Power backup shall be provided by DG sets of 1×1500 kVA, 1×1010 kVA and 1×500 kVA. Low sulphur diesel fuel shall be used. Also, adequate measures shall be adopted to reduce deterioration of air & noise quality. 3.10 Energy Conservation measures

Following are the measures adopted to conserve the energy:

• Day light provision shall be made by using openable windows (use of sunlight in lieu of conventional power) in the guest rooms. • LED lights shall be installed for common areas like corridors, lift and lobby.

Solar Measures:

• External street lighting shall be provided by standalone solar panel. • Solar water heater will be used to meet 20% of hot water requirement of the project. • Solar Energy shall be utilized to meet electricity generation equivalent to 1% of the demand load. • LPD shall be maintained as per the ECBC norms. • The motors used by pumps proposed in the project shall be energy efficient complying with the ECBC norms. 3.11 Environment Management Plan

The Environment Management Plan (EMP) is a site-specific plan developed to ensure that the project is implemented in an environmentally sustainable manner where all stakeholders including the project proponents, contractors and subcontractors, including consultants, understand the potential environmental risks arising from the proposed project and take appropriate actions to properly manage that risk. Adequate environmental management measures need to be incorporated during the entire planning, construction and operating stages of the project to minimize any adverse environmental impact and assure sustainable development of the area.

The EMP presented below should be followed and regular monitoring of relevant parameters as stated in post project-monitoring schedule shall be carried out. The EMP is to be proactive in nature

74 and will be upgraded if new facilities or modification of existing facilities, with environmental concerns, come up at a later stage. 3.11.1 Environment Management During Construction Phase 3.11.1.1 Air Management

Indian Meteorological Data The meteorological Conditions of the project area can be summarised in the table below: Table 8: IMD Data

S No. Particulars Unit Details 1 Temperature o C 21.1 to 29.3 2 Relative Humidity % 43 3 Annual rainfall mm 799 mm 4 Wind Direction - North east to South West 5 Predominant wind direction - East to West

3.11.1.1.1 Annual Windrose Diagram

Figure 6: Annual Windrose Source: IMD Safdarjung

75 Air quality around the project shall be impacted during the construction stage. Various construction activities especially related to lose material are likely to cause generation of dust that can adversely impact the air quality of the surrounding area of the project site. To minimize such impact, following measures will be taken:

 Water sprinkling will be done at the location where dust generation is anticipated.  To minimize the occupational health hazard, proper masks will be provided to the workers who are engaged in dust generation activity.  DG sets of capacity 1×125 kVA will be installed acoustically enclosed with adequate stack height to avoid concentration of emissions on ground.  Water sprinkling shall be done to reduce the dust generation.  Vehicles used in transportation of construction material will be bought fully covered.  Trees will be planted along the construction site to reduce emissions at site.  Construction material will be stored inside the project boundary and will be covered with the tarpaulin cover.  Vehicles used in transportation of construction material will have PUC certificate.  Barricading of the building height shall be done.  Construction and Demolition waste processing and disposal site shall be identified and required dust mitigation measures will be notified at the site. Tankers will be used for supply of construction water. Maximum Ground Level Concentration of

PM10 due to movement of tankers and operation of DG set shall be maintained. Sprinkling will be done at the source of dust anticipated. 3.11.1.2 Noise Environment During the construction stage, expected noise level is in the range of 80 dB- 100 dB (A), which shall decrease with increase in distance. To avoid noise impacts during night time, majorly all the noise generating construction activities will be carried out during the daytime. 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. The DG sets will be bought acoustically enclosed. To prevent any occupational hazard, ear muffs/ ear plugs will be given to the workers working around or operating the plant and machinery emitting high noise levels. Operation of such plant or

76 machinery is strictly be prohibited during night hours. Careful planning of machinery operation and scheduling of operations will be done to minimize such impact. Furthermore, following measures shall also be adopted: • All the machinery and equipment’s will be regularly maintained to reduce noise level. • DG sets of 1×125 kVA shall be installed acoustically enclosed. • Barricading of the site will be done in order to reduce noise impacts outside the project boundary.

3.11.1.3 Water Management

During the construction of the proposed project, 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:

• During construction phase, 12 KLD of water will be required, out of which 7 KLD of water for labours for domestic & flushing use which shall be sourced through tankers and 5 KLD of water will be required for construction purpose which shall be STP treated water from nearby area/ STP supplied through tankers. • Mobile toilets for construction labours shall be provided and waste water shall be treated in septic tanks that shall be regularly cleaned. • Runoff from the construction site shall not be allowed to stand (water logging) or enter into the roadside or nearby drain. Adequate measures will be taken to collect such run off and either reuse or dispose off at the designated location. 3.11.1.4 Solid Waste Management

Excavation at site will be done only for foundation purpose. Approx. 92000 m3 of soil shall be excavated. This excavated soil shall be properly stacked within the site and will be reused up to extent possible for backfilling, road construction etc. The top soil of will be preserved separately and will be used for landscaping purposes only. Hence, no adverse impacts on the land environment are envisaged. The unused soil if any shall be sent to landfill site only. As soon as proposed green area will be ready the top soil shall be transferred and seeding will be done with regular sprinkling.

77 Trucks to the site will be used to transport the construction materials. At site, it will be handled manually and by tractor trolley. As most of the materials will be dry solids, there will be air pollution during their handling at different stages for which all mitigation methods will be adopted.

C&D waste generated shall be sent to approved disposal site.

Approx. 23 kg/day of Municipal Solid Waste generated from labours shall be disposed off as per Municipal Solid Waste sites.

Used oil whenever generated from the DG set shall be kept in a secured place and in leak proof container and shall be sent to approved recycler. 3.11.2 Environment Management during Operation Phase 3.11.2.1 Air Environment

DG sets of 1×1500 kVA, 1×1010 kVA and 1×500 kVA will be installed for power backup for common utilities during power failure. Proper stack height of 6 m above roof level for D.G Set will be provided which will help in reducing the air pollution. The DG sets will be installed with acoustic enclosed.

Table 2: DG sets & stack Height

D. G. Set. Capacity Nos. Stack Height 1500 kVA 6 meters above roof level = 39.45 + 6 = 45.45 m above 1 ground level 1010 kVA 6 meters above roof level = 39.45 + 6 = 45.45 m above 1 ground level 500 kVA 6 meters above roof level = 39.45 + 6 = 45.45 m above 1 ground level

As per the specifications from D.G. Set manufacturer following emissions shall be maintained, as given in Table below:

Table 3: DG Set emission standards

D.G Sets No. PM NOx HC CO (mg/Nm3) (mg/Nm3) (mg/Nm3) (mg/Nm3) 1500 kVA 1 75 887.5 100 150

78 1010 kVA 1 75 887.5 100 150 500 kVA 1 0.3 9.2 1.3 3.5

3.11.2.2 Noise Environment

The main sources of the noise pollution will be D.G sets.

D.G Sets of capacity 1×1500 kVA, 1×1010 kVA and 1×500 kVA will be installed in the complex.

Noise Pollution Control System

DG sets shall be bought acoustically enclosed and shall meet the norms prescribed by CPCB. Planting of the trees at the boundary of the site will help in reducing the level of the noise within the Building.

Location of the DG sets: Basement 3.11.2.3 Water Management During operation phase, Total water requirement has been estimated to be 223 KLD for the proposed project, out of which freshwater requirement will be 107 KLD which will be met by Delhi Jal Board. Water shall be used mainly for domestic, flushing, laundry, swimming pool gardening and cooling purposes. 3.11.2.3.1 Wastewater Treatment

The Sewage Treatment Plant of 150 KLD based on MBBR Technology offered has some distinct advantages over conventional activated sludge processes. The scheme is proven, under a variety of operating conditions, and is highly flexible in operation.

Particulars Total (in KLD)

Total Wastewater Discharge 127 STP Capacity 150 Treated Water Reuse 116 Treated Water discharged to sewer line. 0

The characteristics of Raw sewage and the characteristics required for the treated water will be as given in Table 10 and 11 respectively. Table 10: RAW SEWAGE CHARACTERISTICS

79 Flow m3 / day 127 KLD pH - 7.5 – 8.0 BOD mg / l 200 - 350

COD mg / l 400 - 500 TSS mg / l 100 Oil & Grease mg / l 10 The Sewage Treatment Plant (STP) will give treated water, which will be reused for Flushing, Gardening & Tower Cooling purposes. Table 11: TREATED SEWAGE CHARACTERISTICS

pH - 6.5-9.0 BOD mg / l <20 COD mg / l <50 TSS mg / l <50 Oil & Grease mg / l NIL

TREATMENT PROCESS: It is proposed to treat the complete wastewater in a scientific manner through a properly planned treatment plant. The objective is to stabilize the decomposable organic matters present in sewage to get an effluent and sludge having characteristics which are within safe limits. To have an efficient treatment system, this aeration system is proposed consisting of MBBR Technology. The sewerage treatment plant can be constructed in such a way that it becomes viable by providing Treated water for reuse and sludge that can be used as for manure for further use. Different Components of the Plant

In the proposed treatment scheme, the following component unit shall be provided: ➢ Screen chamber ➢ Bar screen /Grit chamber within effluent collection sump. ➢ Submersible type raw effluent re-lift pumps ➢ Equalization tank ➢ MBBR tank/ Aeration tank ➢ Tube settler ➢ Clarified Water, Filtered Water & Soft Water Storage Tanks ➢ Filter feed pump ➢ Tertiary Treatment Units (Filtration, U.V treatment) ➢ Treated Water Supply Pumps

80 ➢ Sludge return pump ➢ Sludge holding tank ➢ Centrifuge for solid waste management ➢ Sludge loading pumps ➢ Sludge drying beds, Centrifuge/Filter Press

PROCESS DESCRIPTION a) Raw sewage from main sewer line shall be collected through gravity pipes into the screen chamber. This manually cleaned screen shall be provided to remove floating and big size particles which may otherwise choke the pumps and pipelines. b) After screening, the wastewater shall be allowed to pass through a grit chamber to remove the grit material. The screens and grit chambers shall be accessible so that they may be manually cleaned from time to time. c) The screened wastewater from the Grit chamber shall be then passed into the equalization tank to homogenize the wastewater quality and also even out flow fluctuations and feed waste water of uniform quality at constant rate to subsequent treatment units. Air mixing shall be provided to mix the contents of the equalization tank. A coarse bubble aeration grid shall be provided to mix the contents of the equalization tank and also to avoid septic conditions in the tank. From the equalization tank the wastewater will be pumped into an MBBR Tank. d) The MBBR process uses small plastic carrier elements to provide growth sites for bacteria attachment in a suspended growth medium. The carrier elements shall allow a higher biomass concentration to be maintained in the reactor. This shall increase the biological treatment capacity for the given reactor volume. e) The carrier elements shall be continuously kept in suspension by the aeration system. The agitation pattern in the reactor shall be designed to provide an upward movement of the carriers across the surface of the retention screen which creates a scrubbing effect to prevent clogging. Combination of fine & coarse bubbles may be provided to provide oxygen as per detailing. f) From the MBBR tank mixed liquor shall flow by gravity into the Tube settler. The solids will settle in the tank. The sludge that settles down shall be transferred to sludge holding tank via sludge loading pumps, with provision of sludge return to the bioreactor if necessary.

81 g) From the tube settler, treated wastewater will be fed by means of filter/softener feed pump sets to pass through dual media filters, activated carbon filters and softeners and stored in the filtered water and soft water storage tanks. The activated carbon filters shall ensure removal of all coloration and odours present in the treated effluent. h) The filtered, clean and odourless water from filtered water tank is then fed through a variable frequency drive hydro-pneumatic system to the external treated effluent rings as per the master plan, from where connections are taken to the garden hydrant system and to each unit for flushing water as per detailing. i) Excess sludge from the tube settler will be taken periodically into sludge holding tank. In this tank sludge will be aerated for self-stabilization. Air will be shut off periodically and superannuate water will be transferred to the aeration tank creating stabilized sludge. The final sludge shall be de-watered through a centrifuge mechanism. Sludge loading arrangements shall also be provided for direct disposal of sludge to sludge tankers / trolleys. Hydraulic Flow Diagram of STP based on MBBR with Ultra-Filtration Technology

Figure 1 Flow Diagram of STP based on MBBR with Ultra-Filtration Technology

SCHEME OF EFFLUENT TREATMENT PLANT Details of ETP are given as follows: The wastewater passes through the oil and grease tank to remove excess oil from the wastewater. The waste water after removal of oil and grease will collected in equalization tank to holding the wastewater for some pre-determined time in a

82 continuously mixed basin to produce a uniform wastewater. The wastewater then subjected to Flocculation tank. In a flocculation tank, the water is stirred or otherwise moved around so that the particles move around, bump into other particles. Chemicals (most commonly "alum"/ polyelectrolyte) are often added to the water going into a flocculation tank to help aid particle formation. The next step in the process is to separate the solid sludge with the wastewater hence the wastewater will be transfer to Tube settlers which capture the settleable fine floc that escapes the clarification zone beneath the tube settlers and allows the larger floc to travel to the tank bottom in a more settleable form. The tube settler’s channel collects solids into a compact mass which promotes the solids to slide down the tube channel to sludge drying beds and the water content will be goes into the carbon filter to remove contaminants and impurities, utilizing chemical adsorption. Raw & treated effluent Characteristics: Parameter Raw waste water Treated water pH 6-8 7 BOD 5 days @20 ˚C 200-500 <30 Suspended Solids mg/l 150-400 <100 COD mg/l 500-1200 <250 MPN/ 100 ml 106-1010 <103

Schematic diagram of ETP

Figure 7: Schematic diagram of ETP

3.11.2.4 Rainwater Harvesting The main source of ground water recharging in the study area is rainwater, which infiltrates into the ground through various lithological units present in the study area. 6 no. of Rainwater Harvesting pits

83 have been proposed in the proposed site to recharge the ground water. The runoff from the rooftop and storm water shall go to the recharge pits.

 Scheme for Ground Water Recharging The rainwater is diverted from the rooftop using rainwater pipes to the surface / underground drainage network. The entire complex is sub divided for recharging structures. The rainwater is diverted into the de-silting tank to remove inorganic

Impurities and the outflow of the de-silting tank is taken into the recharge well.

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

 Recharge well

The recharge well consists of percolation pits with Dual boreholes in the middle of the pit. UPVC pipe perforated will be lowered in the middle of the boreholes and the pit will be filled with gravel and pebbles in three layers consisting of boulders, gravel and coarse sand. The mouth of the UPVC pipe shall be protected to avoid silt getting into it. The depth of the bore will depend on the soil condition/water strata. The schematic diagram is enclosed.

It should be therefore concluded that there is no significant impact on surface water quality & hydrology of the area. The proposed rainwater-harvesting scheme will stabilize the groundwater table in the area. 3.11.2.4.1 Rainwater Harvesting Calculation

Soil Quality : Silt Loam Annual Rain fall : 698 mm Peak Hourly Rain fall : 90 mm/hr No. of Pits : 6 No. Size of pit : Díameter-3.0 m; Depth- 3.5 m

84 Table 11: Rainwater Harvesting Calculation Retention time Total Volume of Capacity of water available for Area Harvesting recharge tank in rainwater harvesting Particulars (in m2) Factor 20 min (m3/20 min) Roof top 3968.91 0.9 30 107 Green area 3727.84 0.15 30 17 Open and Road Areas (Including Surface Parking) 3907.48 0.8 30 94 Total 11604.23 m2 218 m3

VENT PIPE

DE-SILTING CHAMBER INLET

250mm DIA BORE

A A INLET AS PER SITE

BAFFLE 560Ø MANHOLE WALL COVER (TYPICAL)

PLAN

85 Figure 8: Rainwater harvesting pit diagram: 3.11.2.4.2 Maintenance of Rainwater Harvesting Pits: -

• Rainwater harvesting pits shall be checked and cleaned before and after rainy season. Cleaning procedure consist of scrubbing of inner wall and floors. • Chlorine solution can be used for cleaning purposes followed by through rinsing. • Cleaning of filter shall be done before and after rainy season. • Cleaning of de-silting tank will be done on regular basis. It should be well covered. • Regular cleaning of oil and grease trap will be done and maintained. • Weekly cleaning of the pits shall be done during rainy season. 3.11.2.5 Waste Management 3.11.2.5.1 Municipal Solid Waste For 6248 persons, around 1708 kg/day solid waste will be generated from the proposed project. Out of which biodegradable waste of 687 kg/day, Non-biodegradable waste of 1021 kg/day shall be generated which shall be handed over to the approved recycler. Battery waste shall be generated from inverters and UPS. The solid waste categories and disposal method details are shown in table below: Table 12: Municipal Waste Management

Total Waste generation Type of Waste Category Disposal Method (kg/day) Organics Biodegrada The waste will be treated in Organic 292 ble waste converter & the manure will be (108 TPA) used in farming purposes. Recyclable Recyclable The waste will be sent to approved 97 Items recycler (35 TPA)

Plastic Waste Recyclable The waste will be sent to approved 97 recycler (35 TPA)

Total 486 (178 TPA)

86 3.11.2.5.2 Details of Organic Waste Converter

Tentative details of the organic waste converter are as follows:

Model No. No. of OWC Capacity per Power Dimension Provision batch (l x w x h) OWC-500 1 No. 170 kg/batch 16 HP 2.03 m x 1.37 m x 1.65 m

Biodegradable Batch Curing Time taken No of Batches Waste Capacity Capacity

292 170 kg/batch 100 kg/day Machine Time- 15-20 m 2 batches/day (108 TPA) Total Time- 1 hr Source :- http://excelind.co.in/Excel_ENBT/wasteTreatment.html

• No. of Organic Waste Convertor = 1 no. • Volume of Waste = 0.584 m3/day • Capacity of curing for 1 day = 0.584 m3 • Capacity of curing for 10 days = 5.84 m3 • Space Area for Curing = 19.47 m2 • Space for Organic Waste Convertor- 2.03m x 1.37 m = 2.78 m2 • Area designated for Storage and Management of Solid Waste = 22.25 m2 • Space allocated in the Project = 60 m2

3.11.2.5.3 Other 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 sludges. They can be the by-products of manufacturing processes or simply discarded commercial products, like cleaning fluids or pesticides. All hazardous wastes are required to be treated and disposed off in the prescribed manner.

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

Table 14: Other waste management

Type of Waste Disposal Method Total Waste

87 Waste shall be collected in leak proof containers at isolated Used Oil place and then it will be given to approved vender of CPCB (Schedule 5.1) as per Hazardous and other Wastes (Management & Transboundary Movement) Rules, 2016 29 lit/month

Approved Recycler as per DPCC under E-Waste E-waste (Management & Handling) Rules, 2016 3-5 kg/month

Battery waste will be generated from inverters & UPS, Battery waste which shall be treated as per the Batteries (Management & As per Handling) Rules 2001 Generation

Battery waste will be generated from inverters & UPS, which shall be treated as per the Batteries (Management & Handling) Rules 2001. 3.11.2.6 Plantation

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

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

Green belt/greenery will be developed along most of the periphery of the project area as well as along roads. Area under plantation/greenery will be 3727.84 m2 (32.12 % of net plot area) with trees and plants. The existing trees planted will be of adequate height and shall be retained as much as possible. The plantation/greenery programme will be completed, simultaneously along with the project.

Tree required: Total Net Plot area/80 : 11604.23/80 : 146 no. of trees No of trees proposed: 150 Table 15: Proposed Trees to be planted in the Motel Building:

S. No. Scientific Name Common Name Number of Trees 1. Polyalthia longifolia Pseudo Ashoka 45

88 2. Pterospermum acerifolium Kanak Champa 30 3. Azadirachta indica Neem 15 4 Bauhinia variegata Kachnar 40 5 Delonix regia Gulmohar 20 Total 150

Table 16: Proposed Shrubs to be planted in the Motel Building:

S. No. Scientific Name Common Name 1 Cycas revoluta Sago palm 2 Gardenia jasminoides Cape jasmine 3 Plumeria alba White frangipani 4 Roystonea regia Royal Palm 5 Phoenix dactylifera Date Palm 6 Ravenala madagascariensis Traveler's Palm

LANDSCAPE PLAN

N

89 3.12 Anticipated Impact & Mitigation Measures 3.12.1 During Construction Phase

S. No. Description Impacts Mitigation Measures

1. Air & Noise • Dust generated due to site • Proper Barricading will be done to reduce Environment clearance, construction the dust during construction of buildings. activities and emissions Also, barricading will cut off some of the may be generated due to noise due to construction activities. vehicles, DG sets and • Water sprinkling will be done to reduce machinery/equipment etc. the dust during construction of buildings. • Loading and unloading of • Raw material, construction debris shall construction materials like, be kept covered during storage as well as cement, sand, stones, during transportation. bricks, etc. result in dust • The buildings under construction shall be generation. kept covered with green cloth. • Procurement and transport • D.G. set of 1×125 kVA shall be provided of construction materials with adequate stack height to avoid such as sand, cement etc. emissions. also result in dust • No loose soil or sand or Construction & generation. Demolition Waste or any other construction material that causes dust shall be left uncovered.

2. Water • Soil runoff from the site • During construction phase, water shall be Environment leading to off – site provided from the nearby STP/tanker contamination (Particularly water supplier. during rainy season). • Disposal of debris will not be done near • Improper disposal of water resources, rather, C&D waste shall construction debris leading be disposed off as per applicable rules. to off-site contamination of • The rainwater from the construction site water resources. shall be collected & reused for sprinkling.

90 • Disposal of domestic • Mobile toilets will be installed at the site wastewater from temporary during construction phase and labour rest rooms. wastewater shall be discharged to septic • Spillage of oil and grease tanks which shall be regularly cleaned. from the vehicle and wastewater stream generated from on-site activities. 3. Solid Waste • The waste from labour rest • Approx. 23 kg/day municipal solid waste rooms/sheds would be shall be generated from 150 labours mainly household domestic which shall be disposed off in Municipal waste Solid Waste site. • The solid waste generation • Excavation work will be done only for the during construction phase foundation work. Approx. 92000 m3 of • Used oil from DG sets. excavated soil of will be reused within the • Construction and site under tarpaulin over and will be demolition waste. reused for back filling purpose, road construction. • The top soil will be preserved separately and will be used for landscaping purposes only. Hence, no adverse impacts on the land environment are envisaged. The unused soil shall be sent to landfill site only identified by Municipal corporation. • Construction debris generated from site shall be used in backfilling & levelling purposes to the extent possible. Rest of the waste shall be sent to C&D facility. • Used oil whenever generated from the DG sets shall be kept in an isolated area and in leak proof container and sent to approve recycler.

91

3.12.2 During Operation Phase

S. No. Description Impacts Mitigation Measures 1. Air & Noise • Running of DG sets of capacities • DG sets shall be provided with Environment 1×1500 kVA, 1×1010 kVA and stack height of 6 m above roof 1×500 kVA during power failure level as per CPCB norms. will result into air emissions. 2. Water • During the operation phase • Fresh water requirement shall be Environment abstraction of ground water is not reduced by using STP treated proposed for project. Water water in the complex. supply shall be met by Delhi Jal • The wastewater/ sewage shall be Board. treated in a STP of 150 KLD • In the proposed building, water capacity based on MBBR with will be used for domestic use, Technology and ETP of capacity flushing, gardening, cooling, 14 KLD. swimming pool and laundry • The treated water of 116 KLD purposes etc. Therefore, there will will be reused in flushing, be a wastewater discharge in the gardening and Cooling purposes. form of liquid waste and sewage. • Rainwater shall be recharged into the ground water by 6 no. rain water harvesting pits. 3. Solid Waste • Bio-degradable and non- • Bio-degradable waste of 292 biodegradable waste from kg/day shall be treated in 1 no. of commercial activities. Organic waste Convertor. 97 • Used oil from DG sets and e- kg/day of recyclable waste & 97 waste. kg/day of plastic waste will be • E- waste & battery waste given to authorised recycler. generation. • Used oil will be generated from the DG sets which shall be kept in

92 an isolated area and in leak proof container and shall be given to authorised recycler. • The generated E-waste shall be given to Authorized vendor. • Battery waste shall be treated as per the Batteries (Handling & Management) Rules, 2001.

3.13 Environment Monitoring Plan

During Construction

Sr. No. Type of Monitoring Frequency Parameter Location of Monitoring 1 Ambient Air Quality Six Monthly Particulate Matter (PM 2.5) Two Locations in and Particulate Matter (PM 10) around the project Sulphur Dioxide (SO2) site Nitrogen Oxides (NOx) 2 Stack Monitoring Six Monthly Particulate Matter, Sulphur DG sets of capacity 1 Dioxide (SO2), Nitrogen x 125 kVA installed Oxides (NOx) for construction purposes 3 Water Quality Six Monthly All parameters mentioned One drinking water Monitoring for in IS:10500 sample drinking water 4 Water Quality Six Monthly All parameters mentioned One construction Monitoring for in IS:456 water sample Construction purpose 5 Noise Level Six Monthly Day and Night noise level Two locations Monitoring 6 Soil Quality Six Monthly All parameters to check soil Two Locations in and Monitoring Fertility around the project site 7 Monitoring of waste Six Monthly generation and other pollution control _ _ aspects

93 During Operation Phase

Sr. No. Type of Monitoring Frequency of Parameter Location Monitoring 1 Ambient Air Quality Six Monthly Particulate Matter (PM 2.5), Two Locations in Particulate Matter (PM 10), and around the Sulphur Dioxide (SO2), project site Nitrogen Oxides (NOx) 2 Stack Monitoring Six Monthly Particulate Matter, Sulphur DG sets installed for Dioxide (SO2), Nitrogen backup purposes Oxides (NOx) 3 Water Quality Six Monthly All parameters mentioned in One drinking water Monitoring for IS:10500 sample drinking water 4 Sewage Treatment Six Monthly BOD, COD, TSS, Oil and Inlet and Outlet of Plant Monitoring Grease and pH Sewage Treatment Plant 5 Ambient Noise Six Monthly Day and Night noise level Two locations Level Monitoring 6 DG Set Room Noise Six Monthly Inside and Outside of DG One Location Monitoring Set Enclosure 7 Soil Quality Six Monthly All parameters to check soil Two Locations in Monitoring Fertility and around the project site 8 Monitoring of Waste Six Monthly Generation and other pollution control _ _ aspects

3.14 Environment Management Cost 3.14.1 Capital Cost

S No. Total Cost Description (In Lakhs)

1. Landscaping 20.0 2. Sewage treatment plan and ETP 25.0 3. DG Stack 20.0 4. Acoustic treatment 10.0 5. Solid Waste Management 25.0 6. Rainwater Harvesting 12.0 7. Miscellaneous 5.0 Total 117

94 3.14.2 Recurring Expenditure

S No. Description Total Cost (In Lakhs/ year) 1. Landscaping 5.0 2. Water Management 3.0 3. Air Management 1.5 4. Environment Management 5.0 5. Solid Waste Management 2.0 6. Miscellaneous 2 Total 18.5

3.15 Corporate Environment Responsibility

The expenditure for Corporate Environment Responsibility (CER) for the above project as per MoEF&CC Office Memorandum no. F.No. 22-65/2017-IA.III dated 01.05.2018 will be 2 % of the capital investment (Rs. 75 Crores) of the project. Hence, the total cost proposed for the contribution towards Corporate Environment Responsibility will be Rs. 1.5 Crores. As per the Office Memorandum some of the activities which can be carried out in CER, Restoration, cleanliness and maintenance of water body of that area along with providing street light solar panel in the area

Activity Provision 1st 2nd 3rd 4th 5th Total year year year year year (lakhs) Restoration Development of 24 27 19 15 16 101 of Sanjay embankment, restoration of Van Forest Neela Hauz water bodies by Water body in consultation with NGO (Neela Hauz) and Municipal corporation and nearby along with cleanness and plantation tree plantation for beautification. Solar Power Provision of outdoor Solar 12 9.6 9.5 7.6 10.3 49 (Chhatarpur streetlight powered by area) photovoltaic panels with rechargeable battery nearby project site in Chhatarpur area. Total 36.0 36.6 28.5 22.6 26.3 150 Lakhs

95

ANNEXURE–4: RISK ASSESSMENT

96 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 determination of qualitative and quantitative value of risk related a situation or hazard. Hazard is a situation that poses a level of threat to life health or environment. Risk assessment involves the following: • Hazard Identification • Vulnerability Analysis • Risk Analysis • Emergency Preparedness Plan

4.1.1HAZARD IDENTIFICATION

The project is a Motel and Commercial complex and there may be following types of hazards: 4.1.1.1 Natural hazard: Earthquake Flooding 4.1.1.2 Manmade hazard: Health Injuries Fire & explosion Electrical Mechanical Radiation Thermal Chemical 4.1.2 VULNERABILITY ANALYSES This is a Motel and Commercial complex hence Motel guests, staff & visitors are vulnerable to risks. 4.1.3 RISK ANALYSES The risk is likelihood of harmful effect big or small due to hazard, together with severity of harm suffered. Risk also depends on number of people exposed to hazard. Risk analysis provides severity of harm from particular type of hazard.

97 4.1.3.1 Earthquake: The project is located at seismic zone IV where earthquake 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 level and various shafts/ openings will be kept covered to prevent falls, slips, trips etc. 2. Necessary safety belts, helmets and eye-masks as required will be enforced at site. 3. Adequate guardrails will be provided to the staircases and common areas. 4. Adequate guardrails/ fences will be provided around the water storage spaces to prevent drowning accidents. 5. Adequate protection/ fence will be provided around the excavated areas. 6. The machinery and the equipments will be regularly tested and maintained with the specific emphasis against accidents failures. 7. The deployed Safety officers will ensure that the personnel/ labor will be kept at a safe distance from working machinery to avoid accidents/ injuries due to toxic gases/ chemical/ noise. 8. Moving parts of various parts of machineries/ equipments will be properly guarded. 9. Rest rooms and first aid facilities will be made available for the workers. 4.1.3.4 Fire & Explosion: Since it is a Shopping Complex, fire can occur due to electrical spark or gas leakage from kitchens. Fire is mainly caused in due to carelessness, short circuits, and malfunctioning of gas regulator, tube, and such related products. 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 use of wireless equipments 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:

98 Chemical use in the Shopping complex 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, staffs, space and or supplies. Lack of any tangible plan to fall back upon in times of disaster leads to a situation where there are many sources of command, many leaders, and no concerted effort to solve the problem. An internal risk management authority is formed which may undertake periodic evaluation of safety precautions to be followed by each department for hazard recognition with the following steps: Building will be undertaken on a periodical basis to identify the measures taken to prevent/reduce the impact of the potential hazards. All peoples will be encouraged to routinely assess all activities to identify potential hazards. To make the proceedings easier, the all the persons will embark upon disaster planning using a phase plan. The building emergency planning is divided into three phases: 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

99 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, staffs, space and or supplies. Lack of any tangible plan to fall back upon in times of disaster leads to a situation where there are many sources of command, many leaders, and no concerted effort to solve the problem. An internal risk management authority is formed which may undertake periodic evaluation of safety precautions to be followed by each department for hazard recognition with the following steps: Building will be undertaken on a periodical basis to identify the measures taken to prevent/reduce the impact of the potential hazards. All peoples will be encouraged to routinely assess all activities to identify potential hazards. To make the proceedings easier, the all the persons will embark upon disaster planning using a phase plan. The building emergency planning is divided into three phases: 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

100 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.

101

Annexure – 5: Disclosure of the consultant showing NABET/QCI Accreditation Status

102 103 104