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FFOORRMM--II II.. BBAASSIICC IINNFFOORRMMAATTIIOONN Sl. No.

Item Details

1. Name of the project/s : Environmental Clearance for Expansion of Residential Complex “CAPE TOWN” at Plot no. GH-01, Sector-74, Noida, Uttar Pradesh

2. Sl. no. of the schedule : 8(B):Townships and Area development Project (As per EIA notification dated 14th September 2006 and subsequent amendments to the date)

3. Proposed capacity / acre / length / tonnage to be handled / command area / lease area / number of wells to be drilled

i. Total plot area : 2, 10,588.47 m2 or 21.0 Ha.

ii. Built up Area : 12,60,441.67 m2

4. New/Expansion/Modernization : Expansion Project due to increased FAR @3.67

5. Existing Capacity/Area etc. : Presently built-up area of 7,77,870.93 m2 is under development.

And built-up area of 12,60,441.67 m2 is proposed.

6. Category of Project i.e. 'A' or 'B' : A (As per EIA notification dated 14th September 2006 and amended to the date)

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

: No

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

: No

9. i Location : S. No. Latitude Longitude

A 28° 34′ 19.03″ N 77° 23′ 12.55″ E

B 28° 34′ 35.42″ N 77° 23′ 11.62″ E

C 28° 34′ 40.55″ N 77° 23′ 19.87″ E

D 28° 34′ 38.83″ N 77° 23′ 19.87″ E

E 28° 34′ 26.93″ N 77° 23′ 34.96″ E

F 28° 34′ 26.07″ N 77° 23′ 23.07″ E

ii Plot/Survey/Khasra No. : GH-01, Sec-74,

v District : Noida

vi State : Uttar Pradesh

10. Nearest Railway Station/Airport Along with Distance in km

i. Nenarest Airport : Safdarjung Airport, 18 km W

ii Nearest Railway Station Ghaziabad Railway Station

9 km NNE

Anand Vihar Railway station

11 km NW

iii Interstate Bus Terminal : Kashmere Gate Bus 19 km NW

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Item Details

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11. Nearest Town, City, District Headquarters along with distance in km

Nearest Town : Noida , 5 km S

Nearest City Noida , 5 km S

District Headquarter Noida , 5 km S

12. Village Panchayats, Zilla Parishad, Municipal Corporation, Local Body (Complete postal address and telephone nos. To be given)

: Project site falls within Noida Municipal Corporation limits.

Supertech Limited Supertech House B 28-29, Sector 58, Noida, Uttar Pradesh

13. Name of the Applicant : Ashok Vardhan Singh, Vice-President (B.D.)

14. Registered Address : Supertech Limited

Supertech House

B 28-29, Sector 58,

Noida, Uttar Pradesh

15. Address of correspondence : Supertech Limited

Supertech House

B 28-29, Sector 58,


Name : Ashok Vardhan Singh, Vice-President (B.D.)

Designation (Owner/Partner/CEO) : Authorized Signatory

Address : Supertech Limited

Supertech House

B 28-29, Sector 58,


Pin Code : 201307

Email : [email protected]

Telephone No. : + 91-8376909017 +91-120-4572600,

Fax No. +91-120-466991

16. Details of alternative sites examined, if any. Location of these should be shown on the topo sheet

: No alternative site was examined as this is an expansion case.

17. Interlinked Projects : No

18. Whether separate application of interlinked project has been submitted

: Not Applicable due to interdependent project.

19. If yes, date of submission : Not Applicable

20. If no, reason : It is an independent project.

21. Whether the proposal involves approval/clearance under: (if yes, details of the same and their status to be given)

mailto:[email protected]




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Sl. No.

Item Details

(a) The Forest (Conservation) Act, 1980?

: Not Applicable

(b) The Wildlife (Protection) Act, 1972?

: Not Applicable

(c) The C.R.Z. Notification, 1991? : Not Applicable

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

: No

23. Forest land involved (Ha.) : No

24. Whether there is any litigation pending against the project and/or land in which the project is propose to be set up?

(a) Name of the Court : None

(b) Case No. : None

(c) Orders/directions of the court, if any and its relevance with the proposed project.

: None

IIII.. AACCTTIIVVIITTYY

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.)

Sl. No.

Information/Checklist confirmation

Yes/ No

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

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

Yes The project is an expansion project and SEIAA, UP

issued the Environmental Clearance to total plot area of

200000 m2 and built-up area of 777870.93 m2. Due to the

increased FAR @3.67, the built-up area will increase to

12, 60,441.67 m2.

(i) Land use Change: The proposed Residential Project will be established on the plot area of 21.0 Ha. (2, 10,588.47 m2). The break-up of existing and proposed Land use is given below.

Particulars EC Granted Proposed Expansion

Additional

Total Plot Area (m2)

2,00000 2,10,588.47 10,588.47

Ground Coverage (m2)

44,114.73 51,486.27 7,371.54

Built-up area (m2)

7,77,870.93 12,60,441.67 4,82,570.7

4

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Green Area (m2)

78079.23

80888.58

2809.35

Road & Open parking (m2)

77,806.04 78,213.62 407.58

Parking Area (ECS)

8,534 9,675 1,141

(ii)Topography: The project site is almost plane with elevation varying from 196 m to 202 m and storm water drainage system is planned along the roads, around buildings, open areas to collect rainwater and divert excess water to the rain water harvesting pits. (iii) Local Master Plan: It is a residential area as per master plan of Noida. (iv) Land Cover: Presently 44114.73 m2 is the ground coverage and 78079.23 m2 landscape area is under construction at the proposed project site. After expansion the ground coverage will be 51486.7 m2 landscape area will be 80,888.58 m2.

1.2 Clearance of existing land, vegetation and buildings?

No As it is an expansion project hence there is no need for clearance of vegetation, existing land or building.

1.3 Creation of new land uses?

No This is an existing project which is under construction. The proposed project is a construction of a residential complex hence, land use will be changed. The land use is given in section 1.1

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

Yes The soil investigation for Proposed Residential Complex was carried to determine the soil suitability, permeability and treatment needed to strengthen the building foundation. The basic premise of the soil investigations are enclosed as Annex IV.

1.5 Construction works? Yes This is an existing project which is under construction. For the Expansion of proposed Residential complex “Cape Town” support facilities and services will be done as per building plan approved by Noida development Authority.

1.6 Demolition works? No It is an expansion project and built-up area of 7, 77,870.93 m2 is under construction, hence no demolition works is expected.

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

Yes The workers during construction phase will be deployed/hired from nearby areas. However, provision of temporary sanitation (soak pits) will be provided to them at site.




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Yes/ No


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

Yes 1. There will be 46 towers in Proposed Residential Complex, in which the tallest building height will be 198 m above ground level. 2. Excavation will be done for constructing basements and the soil will be used for backfilling and landscaping.

1.9 Underground works including mining or tunneling?

No

Not applicable due to construction project. Only underground work will be done only for the construction of basement, building foundation, lying of water supply, sewer lines and cabling etc. No mining or tunneling is involved.

1.10 Reclamation works? No There is no pre-excavated area or pit in land hence, No Reclamation work is proposed at site.

1.11 Dredging? No Project site has no water body hence no dredging is proposed.

1.12 Offshore structures? No Proposed Project is Expansion of proposed Residential complex “Cape Town” hence no offshore structures are proposed.

1.13 Production and manufacturing processes?

No Not applicable due to construction project.

1.14 Facilities for storage of goods or materials?

Yes The facilities for storage of goods or materials will be created for building construction at site. Separate raw material yard will be made for:

Storage of Cement: Cement will be separately stored under cover in bales;

Sand: Sand will be stacked within the project site and will be covered by tarpaulin;

Bricks & Steels: Bricks and steel will be laid in open. The raw material yard will be within the project site

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

Yes During Construction Phase:- Liquid Effluent: mobile toilets will be provided at site for construction labours. Proper sanitation condition will also be maintained. The characteristics & quantity of solid waste generated during construction and operation phase are different. Therefore facilities for treatment of solid waste are stated below Solid Waste Treatment Facilities

Characteristics of Waste

Treatment Facilities Responsibility

A. Construction Phase

Debris, Unused

Reused during Construction by mixing it

Contractor with approval

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Sl. No.


Yes/ No


mortar, sand and broken bricks, etc.

with construction materials

of EHS cell of Project Proponent

Steel Pieces

Will be sold to recyclers

Empty cans of Paint, Used Oil

Will be sold to CPCB approved recyclers

B. Operation Phase

Bio-degradable

Waste Converter to change bio-degradable waste in manure

Contractor with approval of EHS cell of Project Proponent

Non-biodegradable

Recyclable Will be sold to approved vendors

Non-recyclable (Inert like street sweeping, dust)

Will be disposed of at waste dumping site

Hazardous Waste

Used Oil

Will be stored at designated concrete floor place and sold to approved recyclers

Contractor with approval of EHS cell of Project Proponent

Lead Batteries

Will be sold to approved vendor

Paint Cans Will be sold to approved recycler

The quantities of liquid effluent generated during construction and operation phase are different and treated with variant technology. Therefore facilities for treatment of liquid effluent are stated below: Liquid Effluents Treatment Facilities

Liquid Effluents

Treatment Facilities Responsibility

Construction Phase

Sewage

Mobile Toilet, Liquid effluent will be released to Temporary Soak Pits.

Contractor and monitored by EHS cell




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Sl. No.


Yes/ No


Run-off and Overflow from construction areas

Will be directed to settling pond, the water will be recycled for construction activities

Operation Phase

Sewage Sewage Treatment will be done as per FAB technology

Contractor and monitored by EHS cell

Sludge Will be used as manure in landscaping

Contractor

1.16 Facilities for long term housing of operational workers?

No -

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

No No new road, rail or sea traffic will be generated for the purpose of the proposed project due to the existing project and the existing transport network will be used during construction & operation phase of the project for transportation of goods, material and manpower.

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

No No new road, rail or sea traffic will be generated for the purpose of the proposed project due to the existing project and the existing transport network will be used during construction & operation phase of the project for transportation of goods, material and manpower.

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

No No closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements will be done for the purpose of the proposed project.

1.20 New or diverted transmission lines or pipelines?

No No new or diversion of transmission lines or pipelines will done to fulfill the power/water/sewage excess demand during construction/operation phase of the proposed project.

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

No There is no natural drain in the proposed project site. Therefore, no diversion of drains/impoundment/culverting will be done for the purpose of the proposed project.

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Yes/ No


1.22 Stream crossings? No No stream exits at proposed site or proximity to the project site.

1.23

Abstraction or transfers of water from ground or surface waters?

No

There will be no direct abstraction or transfer of water from ground or surface water sources during construction and operation phase of the proposed project. During Operation Phase, Total water requirement of project will be 4028.0 KLD, which will be included the fresh water requirement of 2707.3 KLD and recycled treated water requirement 902.7 KLD for flushing, 401.0 KLD for horticulture while the surplus treated water will be discharged into the municipal sewer. Total waste water generation from the project will be 1320.0 KLD which will be treated in STP of capacity 601.8 KLD. The fresh water requirement of the project will be reduced by adopting water conservation measures.

Sl No.

Description Units Person/ Area

Water Requirement (KLD)

1 Domestic KLD 40122 3450.5

2 Visitors KLD 4012 60.2

3 Service Staff KLD 2006 60.2

4 Commercial KLD 41 1.2

5 Community Facilities

KLD 1043 31.3

6 Nursery School Creche

KLD 602 18.1

7 Milk Booth KLD 43 1.3

8 Religious Building KLD 138 4.1

9. Horticulture m2 80888.58

401.1

Total Water Demand in KLD 4028.0

10

Fire Fighting (One Time Requirement)

KLD 0 601.8

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

No No water bodies are available within the proposed project area. So there is no provision for change in water bodies (surface & ground).

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

Yes Materials during construction and operation phase shall be transported by trucks etc.

1.26 Long-term dismantling or decommissioning or

No Not Applicable




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Sl. No.


Yes/ No


restoration works?

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

No Not Applicable

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

Yes Construction Phase- Temporarily influx of people in the form of labours during construction phase. Approx. 250 no. of local labors shall be deployed during construction phase. Operation Phase- As this is a Residential complex, 40122 occupants for residential 4012 visitors & 2006 no. of staff will be for maintenance during operation phase.

1.29 Introduction of alien species?

Yes There is probability of introduction of alien species due to truck movement. Hence care shall be taken to wash tyre by water and provision of spraying weedicide near the site to check the ingress of any alien species at site and site will have paved surface also.

1.30 Loss of native species or genetic diversity?

No No tree is required to be cut due to expansion project.

1.31 Any other actions? No Not applicable

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

land, water, materials or energy, especially any resources which are non-renewable or in short supply):

S. No

Information/checklist confirmation

Yes/No

Details thereof (with approximate quantities/rates, wherever possible) with

source of information data

2.1 Land especially undeveloped or agricultural land (ha)

No The proposed project site is an under develop which is located at Plot number GH 01, Sector -74, Noida, Uttar Pradesh. The land is an earmarked for Residential complex.

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

Yes Total water requirement is 4028.0KLD for detail Refer to Clause 1.23

2.3 Minerals (MT) No Not Applicable

2.4 Construction material – stone, aggregates, and / soil (expected source – MT)

Yes The details of construction materials to be used in this building construction project are given below:

S. No.

Details of Material Approx Quantity

1 Brick Work 23 MT

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S. No

Information/checklist confirmation

Yes/No

Details thereof (with approximate quantities/rates, wherever possible) with


2 Concrete 6.5 MT

3 Steel 27.8 MT

4 Tiles 41.0 MT

5 Stone Aggregate 10 MT

6 Sand 19.8 MT

7 Cement 19.3 MT

2.5 Forests and timber (source – MT)

No Plywood for doors & windows shall be used which shall be procured from local market.

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

Yes Operation Phase: During Operation phase total power requirement, is 39360 KVA, which will be supplied by UP Power Corporation.

To provide power back-up facilities to the

apartments, 1 DG set of 500 KVA, 6 DG set of 750

KVA, 5 DG set of 1000 KVA, 1 DG set of 1250

KVA, 1 DG set of 1500 KVA, and 11 DG set of

2500 KVA will be required. As per CPCB norms

the DG set have to be installed with acoustic

enclosure and adequate stack height.

2.7 Any other natural resources (use appropriate standard units)

Yes Solar water heating system shall be provided during operation phase

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.


Yes/No

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

information data

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

Yes Total Consumption of Fuel for 25 no, DG sets will be approximately 2304 liters/hour. Diesel storage will be designed based on per day power cut. However, preventive measures will be taken to avoid any harmful effects of fuel storage and leakage by providing lined and paved flour with dyke and collection pit with proper slop to collect any spilled oil. Proper management of Used oil & E-waste shall be taken care of. Details are given in EMP

3.2 Changes in occurrence of Yes Fugitive dust likely to produce during construction




Page 11 of 20


S. No.


Yes/No

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

information data

disease or affect disease vectors (e.g. insect or water borne diseases)

may however originate temporarily, have an impact on the people residing in project vicinity and already facing breathing problems. Suitable drainage, Sewage Treatment Plant and waste management measures as per MSW rule will be adopted in both during construction and operational phase. No stagnation or accumulation of water will be allowed and disinfectant shall be used on regular basis for cleaning of toilets etc. This will effectively restrict the reproduction and growth of disease vectors.

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

Yes During Construction phase: Socio- economic condition of the people will be improved. Moreover this project will provide employment to about 250 local labors during construction phase. During Operation Phase: As it is a Residential complex there shall be several services required which will generate direct & indirect employment for the people of nearby area.

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

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

3.5 Any other causes No None

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

S. No.


Yes/No

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

information data

4.1 Spoil, overburden or mine wastes

No Not Applicable

4.2 Municipal waste (domestic and or commercial wastes)

Yes The generation of Municipal solid waste during construction and operation phase is given below: a) Construction phase 38 kg/day considering 250 labors @ 0.15 kg/capita/day

b) Operation Phase

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Yes/No


information data

Approx. 21465 kg/day of solid waste will be generated considering 40122 persons @ 0.5 kg/capita/day. Composition of Municipal Solid Waste is shown below:

Description Percentage Composition

Solid Waste Generation

Bio-degradable waste

Vegetables, Leaves

40.15 8618.2

Grass 3.8 815.7

Paper 0.81 173.9

Non Bio degradable Waste Plastic 0.62 133.1

Glass/Ceramic 0.44 94.4

Metal 0.64 137.4

Stones/Ashes 41.81 8974.5

Miscellaneous 11.73 2517.8

Total 100 21465.0

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes Used oil from diesel generators will be carefully stored in HDPE drums in isolated covered facility. The used oil will be sold to vendors authorized by Central Pollution Control Board for the treatment of the same. Suitable care will be taken so that spills / leaks of used oil from storage could be avoided. E-Waste shall be collected and given to approve recycler of SPCB/CPCB.

4.4 Other industrial process wastes

No Not Applicable

4.5 Surplus product No Not Applicable

4.6 Sewage sludge or other sludge from effluent treatment

Yes Sludge generated from STP will be filter pressed and converted to manure to be used in greenbelt.

4.7 Construction or demolition wastes

Yes All construction wastes will be reused within the site & shall be used for flooring & filling in roads etc.

4.8 Redundant machinery or equipment

Yes E-waste will be handled as per provision of e-waste (Management and Handling) Rules, 2011

4.9 Contaminated soils or other materials

Yes Due to any unforeseen circumstances, if soil contamination take place at site, it will be collected and disposed off as per MSIHC rules

4.10 Agricultural wastes No Not Applicable

4.11 Other solid wastes Yes Horticultural waste will be buried in garden area. 5 Release of pollutants or any hazardous, toxic or noxious substances to air (kg/hr)

Commented [S1]: Calculate as Moef circular. Mention about SW management rules 2016.




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Yes/No


information data

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

Yes The emission from stationary source will be from Diesel operated Generating Sets and mobile source will be from vehicles entering the site like trucks, cars, motor cycles, etc. The fossil fuels used are diesel and petrol.

Emission Details from DG set

DG set capacity (KVA)

Pollutant (g/s)-permissible values

PM SO2 NOx* CO

500 0.003 0.0001 0.031 0.039

750 0.005 0.0001 0.051 0.058

1000 0.007 0.00013 0.061 0.078

1250 0.008 0.00017 0.077 0.097

1500 0.010 0.00025 0.092 0.117

2500 0.012 0.00034 0.034 0.024

5.2 Emissions from production processes

No Not Applicable

5.3 Emissions from material handling including storage or transport

Yes Dust shall be generated due to construction activities and movement of transport vehicles. The effect will be restricted to construction phase only. Water sprinklers shall be used for dust suppression. Material will be stored under Tarpaulin cover.

5.4 Emissions from construction activities including plant and equipment.

Yes RMC shall be used in the complex. Dust & emissions are likely 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 will be shut down during idle period.

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

Yes Dust from earth works (during construction), Dust from construction material handling, mixing of cement with other materials & unloading of cement bags. No foul odour is anticipated from the proposed project during construction. The municipal/organic waste shall be kept in separate bins, which shall be disinfected suitably.

5.6 Emissions from incineration of waste

No Not Applicable

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

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

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Yes/No


information data

5.8 Emissions from any other sources

No -

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

Sl. No.

Information/ Checklist confirmation

Yes/ No


information data with source of information data

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

Yes

During the construction-Noise is expected to be generated mainly from heavy machinery, DG sets, and vehicular traffic. Construction will allowed only day time. The indicated noise levels from certain construction plants/ equipments at 1m distance are indicated below:

Concrete Mixer : 75 dB(A)

Generator : 85 - 90 dB(A)

Truck : 90 dB(A)

6.2 From industrial or similar processes

No Not Applicable

6.3 From construction or demolition

Yes Same as 6.1

6.4 From blasting or piling No No blasting or piling is proposed.

6.5 From construction or operational traffic

Yes Due to the various activities there will be short-term noise impacts in the immediate vicinity of the project site. These shall be restricted to day time only. It has been estimated that during the construction period the average noise level is 70 dB (A) during peak construction hours. However embankment shall be done.

6.6 From lighting or cooling systems

No -

6.7 From any other sources No None

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

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

Sl. No.


Yes/No


information data

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

Yes The hazardous waste generated will be Used oil only 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




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Yes/No


information data

to prevent leakages and spills. E-waste generated from the complex shall be given to approve recycler of SPCB.

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

Yes The eliminate the risk of discharge of sewage or other effluents during operational phase a Sewage Treatment Plants of total 601.8 KLD capacity will be installed for treating the waste water & the treated water will be used in horticulture & flushing. Hence, no effluent/waste will be discharged.

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

No None

7.4 From any other sources Yes Vehicular movement will result in SO2, NOX emission. Only PUC certified vehicle will be allowed at site.

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

No During operation of project-Green belt with pollutant absorbing capability shall be used to avoid long term built up of pollutants.

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

affect human health or the environment.

Sl. No.


Yes/No Details thereof (with approximate quantities / rates, wherever possible) with


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

Yes It is a residential project and does not involve major hazardous construction activity and operation process. Hence chances of explosions, spillages, fires are minimal. During Construction phase, all the labours have been provided with suitable personal protective equipment (PPE) as required under the health & safety norms. Training and awareness about the safety norms will be provided to all supervisors and labours involved in construction activity. No major hazardous waste is being stored within the project site, except used oil. However proper precautions will be taken during storage and handling. No Industrial or

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Yes/No Details thereof (with approximate quantities / rates, wherever possible) with


process activity is involved in this project hence chances of chemical hazards and accidents are minimal. However, suitable fire fighting measures will be provided.

8.2 From any other causes Yes Natual calamities like earth quake, building collapse, Major fire etc. Disaster Management Plan to be prepared and mock drills to be carried out periodically.

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

Yes The study area falls in seismic zone-IV, which is a moderate risk zone. The procedure as para 8.2 to be followed.

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

could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality

S. no. Information/Checklist confirmation

Yes/No Details there of (with approximate quantities/ rates, wherever possible) with


9.1 Lead to development of supporting utilities, ancillary development or development stimulated by the project which could have impact on the environment

Supporting infrastructure (roads, power supply, waste or waste water treatment, etc.)

Yes The proposed project of expansion of Residential Complex “Cape Town” project will provide basic facilities like development of road, power supply, plumbing services, waste collection points with in the project premises.

Housing development Yes 8,635 Dwelling units.

Extractive industries No Not Applicable

Supply industries No Not Applicable

Other No Club , Community hall

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

No It will provide better services for resident of the project as well as neighbor resident near the project.

9.3 Set a precedent for later developments

Yes An EMP will be developed which will be followed at all stages of the project.

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

No No impact




Page 17 of 20


IIIIII.. EENNVVIIRROONNMMEENNTTAALL SSEENNSSIITTIIVVIITTYY

S. no.

Areas Name/ Identity

Aerial distance (within 15 km)Proposed project locationboundary

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

- -

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

PF/RF Distance (Km) Direction Khodna khurd RF

10.8 ESE

Gulistanpur RF

9.9 SE

Gulistanpur RF

12.7 SE

River Bodies Distance (km) Direction

Yamuna River

7 W

Hindon River 2 E

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

Okhla wild life sanctuary -

7 W

On 14.09.2014, MoEF&CC has declared Eco sensitive zone around Okhla Bird Sanctuary & notified an area up to 100 meters towards eastern, western & southern boundary and 1.27 km towards northern boundary. The project is situated towards Eastern boundary & 7.0 km away from the sanctuary. Hence, it is not applicable for the project.

4 Inland, coastal, marine or underground waters

- -

5 State, National boundaries State boundary with

Delhi 5.3 WNW

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

State Highway 25

- -

National 7km NNW

AA


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Page 18 of 20


S. no.



Highway 24

7 Defence installations No -

8 Densely populated or built-up area Noida City Project Site falls within the municipal limits of Noida.

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

Yes Hospitals

Name Distance (Km)

Direction

Fortis Hospital

5 NNW

ICARE Hospital

6 NNW

Lal Bahadur Hospital

9 WNW

Paras Hospital

9 NW

Schools & College

Global Indian international School

2 km NW

Sapphire International school

2.3 Km NNW

College of engineering & technology

4.5 km NW

Indraprastha Academy of Science & engineering

Places of worship

ISKON Mandir Noida

4 km NW

Jai baba Mohan Ram Mandir

5 Km NW

Community facilities

Shopprix Mall 3 Km WSW

Indian Overseas

3 Km WSW




Page 19 of 20


S. no.



Bank ATM

Bank of India 2 Km WSW

Vishal Mega Mart

4 Km S

Mayor Vihar Bus Stop

6 Km NW

Ghaziabad railway station

9 km NNE

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

No

-

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

No -

12 Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

Natural The project area falls in Seismic Zone IV, which is a Moderate risk zone.

IIVV.. PPRROOPPOOSSEEDD TTEERRMMSS OOFF RREEFFEERREENNCCEE FFOORR EEIIAA SSTTUUDDIIEESS

Undertaking by Project Proponent I hereby given undertaking that the data and information given in the application and enclosures are

true to the best of my knowledge and belief and I am aware that if any part of the data and

information submitted is found to be false or misleading at any stage, the project will be rejected

and clearance given, if any to the project will be revoked at our risk and cost.

Date : / /

Place :

AA


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Page 20 of 20


Name of Authorized Signatory : Ashok Vardhan Singh Vice-President (B.D.)

Full Address : Supertech Limited

Supertech House

B 28-29, Sector 58,


Note: 1. The projects involving clearance under Coastal Regulation Zone Notification, 1991 shall

submit with the application a C.R.Z map duly demarcated by one of the authorized agencies, showing the project activities, w.r.t C.R.Z (at the stage of TOR) and the recommendations of the State Coastal Zone Management Authority (at the stage of EC). Simultaneous action shall also be taken to obtain the requisite clearance under the provisions of the CRZ notifications, 1991 for the activities to be located in the CRZ.

2. The Projects to be located within 10km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief wildlife Warden showing these features vis-a-vis the project location and the recommendations or comments of the Chief Wildlife Warden thereon (at the stage of EC).

3. All correspondence with Ministry of Environment & Forests including submission of application for the TOR/Environment Clearance, subsequent clarifications, as may be required from time to time, participation in the EAC Meeting on behalf of the project proponent shall be made by the authorized signatory only. The authorised signatory should also submit a document in support of his claim of being an authorised signatory for the specific project.

ENVIRONMENT IMPACT ASSESSMENT STUDY FOR EXPANSION OF

RESIDENTIAL COMPLEX “CAPE TOWN” AT PLOT NO. GH-01, SECTOR-

74, NOIDA, UTTAR PRADESH

A

PPRROOJJEECCTT PPRROOPPOONNEENNTT : SSUUPPEERRTTEECCHH LLIIMMIITTEEDD 11--11

CCOONNSSUULLTTAANNTT : GGRREEEENNCCIINNDDIIAA CCOONNSSUULLTTIINNGG ((PP)) LLIIMMIITTEEDD

FFOORRMM--IIAA (Only for Construction projects listed under item 8 of the Schedule)

CHECKLIST 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 and monitoring

plan).

11.. LLAANNDD EENNVVIIRROONNMMEENNTT

((AATTTTAACCHH PPAANNOORRAAMMIICC VVIIEEWW OOFF TTHHEE PPRROOJJEECCTT SSIITTEE AANNDD IITTSS VVIICCIINNIITTYY)) 1.1 Will the existing Landuse get significantly altered from the project that is not consistent with the

surroundings? (Proposed Landuse must conform to the approved master plan/development plan of the area.

Change of Landuse if any and the statutory approval from the competent authority are submitted). Attach maps

of (i) site location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site

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

The proposed project is the expansion of a Residential Complex Project located at plot no.GH-01, Sector 74,

Noida, Gautam Buddha Nagar district. It offers 2, 3 & 4 BHK Apartments that are pollution free yet well

connected to the outer world with a club for the residents to spend their leisure time and relax. The proposed

site is earmarked for development of Residential Complex purposes in the Noida Development Master Plan,

2021 (Figure 1.1).The layout plan of the project is shown as Figure 1.2

The proposed project is an expansion project and SEIAA, UP issued the Environmental Clearance of vide letter

no. 831 Parya /SEAC/2011/TA(M) dated 24/04/2013which is enclosed as Annex-III, The EC letter compliance

for last six months is enclosed as Annex-IV. The total plot area of project site was 2,00,000 m2 and the built-up

area was 7,77,870.93 m2, as per the earlier EC. The present plot area is 2,10,588.47 m2 (21.06 hectares) and

the built-up area is 12,60,441.67m2. The FAR will increase from 2.75 to 3.67. This Residential complex will now

consist of 8,635 no of dwelling units to accommodate 40,122 residents.

Site Location:

The project complex will have traffic entry/exit directly from the 45 mt wide road on West, East and South. The

entry / exit points have been marked on the layout plan. The project site is well connected to network of roads

leading from various parts of the NCR region. The Project site location is given in (Figure 1.3)




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The nearest Railway Station is Ghaziabad Railway station which is at an approx. at distance of 9km and the

nearest metro station is Noida City Center Metro at a distance of 3.3km from the project site. The nearest

airport is the Indira Gandhi International Airport, which is around 28km (aerial distance) from the proposed site.

Apart from this, State Road Transport and bus services throughout the Residential Complex provides regular

and frequent connectivity to the people to and from Noida, Delhi, Ghaziabad and other major cities of Uttar

Pradesh. The proposed site is well connected with road and rail network. Noida-Greater Noida link road is

around 2.3km from the proposed site, while Pusta road is at a distance of 2km. Dadri road and NH-24 by-pass

are also running at a distance of about 2.5 & 6.6km respectively. The project site is shown in (Figure 1.4) and

the project site coordinates are presented in Table 1.1.

Figure 1-4: Connectivity to Project Site

Table 1-1: Latitude and Longitude of the Project Site

S. No. Latitude Longitude A 28° 34′ 19.03″ N 77° 23′ 12.55″ E B 28° 34′ 35.42″ N 77° 23′ 11.62″ E C 28° 34′ 40.55″ N 77° 23′ 19.87″ E D 28° 34′ 38.83″ N 77° 23′ 19.87″ E E 28° 34′ 26.93″ N 77° 23′ 34.96″ E F 28° 34′ 26.07″ N 77° 23′ 23.07″ E

Source: Site visit by GCPL Team, Ghaziabad




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Table 1-2: Surrounding Features of the Project Site (within 2 km)

S.no. Accessibility Description Distance Direction 1. Highway/ Road/ Kacha

Rasta NH-24 7.0km NNW Noida Greater Noida Link Road 2.0km NW

2. Railway Stations

Ghaziabad 9.0km NNE Anand Vihar 11.0km NW

3. Airport Indira Gandhi International Airport 28.0km W 4.

Hospitals

Fortis Hospital 5.0km NNW ICARE Hospital 6.0km NNW Lal Bahadur Hospital 9.0km WNW Paras Hospital 9.0km NW

5.

Institutional Buildings

Global Indian international School 2.0km NW Sapphire International school 2.3km NNW College of engineering & technology 4.5km NW Indraprastha Academy of Science & engineering

5.0km NNW

6.

Community Facilities

Shopprix Mall, Noida 3.0km WSW Indian Overseas Bank ATM 3.0km WSW ISKON Mandir, Noida 2.0km WSW Bank of India 4.0km NW Mayur Vihar Bus Stop 6.0km NW

7.

Settlements/ Habitat

Sarfabad Village 1.2km NNW AIMS Golf Club 1.0km NW Gardenia gateway 0.8km WSW Amrapali Zodiac 1.3km NNE

8. Water Courses

Yamuna River 7.0km W Hindon River 2.0km E

Source: Satellite Imagery of Project Area, Google earth Inc, USA

The Site (Indicative Level and Contour Map): Topography around the proposed project is almost plain with

elevation varying from 196 m to 202 m. The study area map is enclosed as Figure 1.5

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

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

(i) Existing & Proposed Land use:

The land use pattern indicates the manner in which different parts of land in the study area is being utilized. It is

an important indicator to assess the environmental health and human activity and a degree o f inter-play

between these two indicators.




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The land use map of the study area was prepared by utilizing three principal resources, namely, (i) Survey of

India topo-sheet of 1:50,000 scale (53 H/5, 53 H/6, 53 H/9, 53 H/10); (ii) Satellites imagery data without any

cloud cover (Year 2015); and (iii) Ground validation for interpretation of the FCC imagery. Distribution of various

land use pattern is shown in Figure 1.6 and 1.7 and detailed in Table 1-3.

Table 1-3: Land use Pattern of Study Area (2km radius)

Land Use Area in Hectare Area in %

Built-up 793.2 45.8

Waterbody 15.2 0.9

Waste Land 299.3 17.3

Parks 45.4 2.6

Open Scrub 140.2 8.1

Major Roads 94.6 5.5

Agriculture Land 342.9 19.8

Total 1730.8 100

Source: (i) Source: (i) Toposheet map no 53 H/5, 53 H/6, 53 H/9, 53 H/10, 1:50000 (ii) Google Satellite Imagery 2015, (iii) Ground

Verification, 2012, Greencindia Consulting Private Limited, NCR, Ghaziabad 0-1, Figure 0-2, Figure 0-3 Figure 0-4

In the study area covering about 1730.8 Ha of land, the major share is under Built-up, which is about 793.2 Ha

covering 45.8% of the total land cover. The Open Scrub comprise 8.1%, Agriculture Land comprise 19.8%,

Parks & Plantation comprise 2.6 & 8.1%, major Road is about 5.5% The water bodies in the form of ponds

cover about 0.9% of the study area.




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Figure 1-6: Distribution of various land use pattern

(ii) Water Consumption

a) Construction Phase: Water will be sourced primarily through private tankers arranged by the contractor. It is

estimated that water demand during the construction will be 2401.5 KLD. The waste water generation will be

1909 KLD. The detail of water requirement is given below in Table 1-4

Table 1-4: Water Requirement-Construction Phase

S. No.

Water Use Unit Quantity No. of

Persons/Area

Fresh Water (KLD)

Treated Water (KLD)

Total Water

Demand (KLD)

A Domestic Usage

A-1 Flushing LPCD 26 250 - 6.5 6.5

A-2 Miscellaneous LPCD 60 250 15 0 15

Sub-Total (a+b) 86 250 15 6.5 21.5

B Construction activities

Litre 1.57 1260441.7 0 1978.9 1978.9

C Landscaping activities

Litre 5 80225.06 0 401.1 401.1

Total Water Demand 15 2386.5 2401.5

Source: (i) Supertech Ltd. (ii) Manual on norms and standards for environment clearance of large construction projects, Minis try of

Environment and Forests, Government of India (iii) National Building Code of India, 2005, Bureau of Indian Standards, New Delhi




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b) Operation Phase: It is estimated that the total water demand during the operation phase will be 4028.0 KLD.

The fresh water requirement is calculated to 2707.3 KLD, whereas treated water in the tune of 1320.7KLD will

be used for flushing, horticulture and miscellaneous purpose. The fresh water demand will be met by the

Municipal Water Supply. Water and treated water will be met by STP capacity of 3740 KLD, installed at the site.

The water requirement for the proposed project is given in. The water requirement for the proposed project is

given in Table 1-5

Table 1-5: Water Requirement-Operation Phase

S. No.

Description Quantity (Lpcd/

Litre Per m2)

Population/ Area

(m2)

Fresh Water (KLD)

Treated Water (KLD)

Water Requirement

(KLD)

A Domestic Activities

A-1 Drinking 7 40122 280.9 0 280.9

A-2 Bathing 20 40122 802.4 0 802.4

A-3 Flushing 21 40122 0.0 842.6 842.6

A-4 Washing 15 40122 601.8 0 601.8

A-5 Miscellaneous 23 40122 922.8 0.0 922.8

Sub-Total A 86 - 2607.9 842.6 3450.5

B Visitors

B-1 Flushing 5 4012 0 20.1 20.1

B-2 Miscellaneous 10 4012 40.1 0 40.1

Sub-Total B 15 - 40.1 20.1 60.2

C Service Staff

C-1 Flushing 20 2006 0.0 40.1 40.1

C-2 Drinking 10 2006 20.1 0.0 20.1

Sub-Total C 30 - 20.1 40.1 60.2

D Commercial 30 41 0.9 0.4 1.2

E Community Facilities 30 1043 21.9 9.4 31.3

F Nursery School Creche 30 602 12.6 5.4 18.1

G Milk Booth 30 43 0.9 0.4 1.3

H Religious Building 30 138 2.9 1.2 4.1

I Horticulture 5 80225.06 0 401.1 401.1

Total Water Demand in KLD 2707.3 1320.0 4028.0

J FIRE FIGHTING (One time requirement)

15 40122 0 601.8 601.8

Source: (i) Supertech Ltd. (ii) Manual on norms and standards for environment clearance of large construction projects, Ministry of

Environment and Forests, Government of India (iii) National Building Code of India, 2005, Bureau of Indian Standards, New Delhi




A



The water balance diagram showing utilization pattern, treatment, reuse and discharge is given as Figure 1.8 &

1.9. In non-monsoon seasons treated water discharge of 1071 KLD water is expected from the STP. However,

during the rainy season the discharge will be 1392 KLD from the STP. The water used in horticulture (401KLD)

in non-rainy season will also be discharged. Roof top and surface runoff will be collected and used for

replenishing the groundwater aquifers by the system. The water supply layout plan and recycled water layout

plan are shown in Figure 1.10.

EENNVVIIRROONNMMEENNTT IIMMPPAACCTT AASSSSEESSSSMMEENNTT SSTTUUDDYY && EENNVVIIRROONNMMEENNTT CCLLEEAARRAANNCCEE OOFF PPRROOPPOOSSEEDD EEXXPPAANNSSIIOONN OOFF RREESSIIDDEENNTTIIAALL

CCOOMMPPLLEEXX““ CCAAPPEE TTOOWWNN””,, NNOOIIDDAA,, UUPP B-1



Figure 1-8: Water Balance Diagram (Non- Monsoon Season)

EENNVVIIRROONNMMEENNTT IIMMPPAACCTT AASSSSEESSSSMMEENNTT SSTTUUDDYY && EENNVVIIRROONNMMEENNTT CCLLEEAARRAANNCCEE OOFF PPRROOPPOOSSEEDD EEXXPPAANNSSIIOONN OOFF RREESSIIDDEENNTTIIAALL

CCOOMMPPLLEEXX““ CCAAPPEE TTOOWWNN””,, NNOOIIDDAA,, UUPP B-1



Figure 1-9: Water Balance Diagram (Monsoon Season)




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PPRROOPPOONNEENNTT

: SSUUPPEERRTTEECCHH LLIIMMIITTEEDD

11--1100 CCOONNSSUULLTTAANNTT : GGRREEEENNCCIINNDDIIAA CCOONNSSUULLTTIINNGG ((PP)) LLIIMMIITTEEDD

WWAASSTTEEWWAATTEERR TTRREEAATTMMEENNTT && DDIISSPPOOSSAALL

The soil & waste from Toilets & Kitchen will be collected in Gully Traps & Manholes in single network of S.W. /

R.C.C. pipes lay underground having Manholes / Inspection chambers at appropriate intervals and shall be

discharged into Sewerage Treatment Plant.

SSEEWWAAGGEE TTRREEAATTMMEENNTT PPLLAANNTT ((SSTTPP))

STP Capacity 3740 KLD

Process of STP Activated sludge process with fine bubble diffused aeration system.

Wastewater Characteristics

a Daily Load 3740KLD

b Duration of flow to STP 24hours

c Temperature Maximum 320C

d pH 7.0 to 9.5

e Color Mild

f TSS (mg/l) 100-400mg/l

g BOD (mg/l) 200-300mg/l

h COD(mg/l) 500-700mg/l

Final Discharge Characteristics

a pH 6.5 to 7.5

b Oil & Grease <10mg/l

c BOD <20mg/l

d COD <100mg/l

e TSS <10mg/l




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TTRREEAATTMMEENNTT TTEECCHHNNOOLLOOGGYY

The technology is based on attached growth aerobic treatment followed by clarification by a tube settler. Lime

will be dosed in for suppression of foaming tendencies. The clarified water will be filtered in a pressure sand

filter for removal of unsettled suspended impurities. This water will be passed through an activated carbon filter

for removal of organics. The filtered water from ACF is then ultra violet treatment (UV) & stored in the flushing

tank.

The attached growth fluidized aerobic bed reactor (FAB) process combines the biological processes of attached

& suspended growth. It combines submerged fixed film with extended aeration for treatment of the waste water.

The waste water after screening is collected in an equalization tank. The equalization tank is required for

preventing surges in flow & facilitating equalization of characteristics over the entire quantity of effluent in a

given time. A provision for pre-aeration is made in the equalization tank in order to ensure mixing & to prevent

the sewage from going septic.

The equalized sewage is then pumped into the FAB reactor for biological processing. The water enters the

bottom of the reactor & flows up through the fixed film media which grossly enhances the hydraulic retention

time & provides a large surface area for growth of biological micro – organisms. The FAB reactor is aerated by

fine pore sub – surface diffusers which provide the oxygen for organic removal. The synthetic media floats on

the water & the air agitation ensures good water to micro-organism contact.

The FAB treatment is an attached growth type biological treatment process where in, the majority of biological

activity takes place on the surface of the PVC media. Continuous aeration ensures aerobic activity on the

surface of the media. Micro – organisms attach themselves on the media & grow into dense films of a viscous

jelly like nature. Waste water passes over this film with dissolved organics passing into the bio-film due to

concentration gradients within the film. Suspended particles & colloid may get retained on this sticky surface

where they are decomposed into soluble products. Oxygen from the aeration process in the waste water

provides oxygen for the aerobic reactions at the bio-film surface. Waste products from the metabolic processes

diffuse outward & get carried away by the waste water or air currents through the voids of the media.

The aerated effluent passes into a tube deck settler for clarification. The theory of gravity tube settler system is

that the carrier fluid maintains laminar flow in the settling media at specified maximum viscosity. These two

parameters of a carrier fluid, flowing through a hydraulic configuration, will determine the velocity gradients of

the flow, the height of boundary layer at the inclined surface and the residence time within the media.

The carrier fluid must be viscous Newtonian, exhibiting a Reynolds number of less than 1000 and preferably, a

number under 400. The laminar flow, through the inclined tubes, will produce velocity gradients sufficiently large




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PPRROOPPOONNEENNTT



to form an adequate boundary layer, where the velocity of fluid approaches zero. Boundary layers are

necessary in functioning tube settlers, to allow suspended solids to separate from the viscous carrier fluid.

Under gravitational forces, they will settle to the hydraulic surface of the tube and subsequently from the clarifier

media.

Since the tubes are inclined at 60 degrees, solids settled on the tubes are continually discharged down. This

downward rolling action increases particle contact and hence further agglomeration, which increases the sludge

settle ability. Studies show that these agglomerated sludge particles can have a sett ling rate in excess of ten

times the settling rate of the individual floc particles in the influent. These heavy agglomerated masses quickly

slide down the 60 degree inclined tube and settle at the bottom of the tank.

At the bottom of the Tube deck, where the sludge leaves the Tube surface, the larger agglomerated captures

smaller particles in the upcoming stream. This solid contact phenomenon greatly enhances the capture

efficiency.

Stages of Treatment: The treatment process consists of the following stages:

Equalization

Bio- Degradation

Clarification & Settling

Filtration

Ultra Violet (UV) treatment




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Figure 1-11:Schematic Diagram of STP

SSEEWWEERR SSYYSSTTEEMM

The alignment and slope of the sewer line will follow the road network, drains or natural ground sur face and will

be connected to the trunk sewers. The discharge point will be a treatment plant, a pumping station, a water

course or an intercepting sewer. Pumping stations would be provided at places where the natural slope of the

terrain is insufficient to permit gravity flow or the cost of excavation is uneconomical to do the same.

The expected wastewater generation from the project will be 3,222 KLD. Waste water from the nursing homes

will be treated in preliminary treatment plant before diverting it to the main STP. The Wastewater will be

collected and conveyed by underground network that is designed to collect wastewater from the entire complex

and finally treated in Sewage Treatment Plant located within the proposed project area.

Commented [S1]: Check




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During monsoon season the treated effluent will be 320KLD, which will be used for Flushing (902.7 KLD) and

miscellaneous purpose (16.8 KLD). The excess treated water have provision to be given to divert it for irrigation

purpose (1392 KLD).

While during non-monsoon season the treated effluent will be same 1320 KLD, which will be used for

landscaping/horticulture (401 KLD), miscellaneous purpose (16.8 KLD) and flushing (902.7 KLD). The excess

treated water have provision to be given to divert it for irrigation purpose (1392 KLD).The capacity of STP will

be 3740 KLD which will be more than the required capacity.

(iii) Power Requirement:

The total electrical load demand of the entire project is 39360 KVA. In arriving at the total demand of entire

complex, diversity of demands within the building as well as diversity of demand at township level has also been

considered (Table 1.6).

Table 1-6: Power Details

Parameters Proposed Phase

Power requirement 39360 KVA

Source Grid of Noida Power Co. Ltd.

Back-up power supply

25 no of DG sets (1 DG set of 500 KVA, 6 DG set of 750 KVA, 5 DG set of 1000 KVA, 1 DG set of 1250 KVA, 1 DG set of 1500 KVA, and 11 DG set of 2500 KVA) to meet the total requirement

SSOOUURRCCEE OOFF PPOOWWEERR

The power shall be made available from the local electricity board. Considering the requirement of total power, it

is presumed that the power shall be made available at desired level. It is proposed to install Backup DG Sets at

different locations near sub-station for emergency electric supply.

(iv) Connectivity: The proposed site is about 9.0 km from Ghaziabad Railway Station (NNE) & 28 km from

Indira Gandhi International Airport (W) Table 1.7.

Table 1-7 Site Connectivity Analysis

Nearest City Noida (2.1 km approx)

Nearest Highway NH-24 (7 km)

Nearest Railway Station Ghaziabad (9 km approx)

Nearest Airport Indira Gandhi International Airport, 28 km (W)

Source: (i) Toposheet map no 53 H/5, 53 H/6, 53 H/9, 53 H/10, 1:50000 (ii) Google Satellite Imagery 2015




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(v) Community Facilities: Community facilities like Shopping Mall, Banks, Temple and Bus Stop etc. are

available in near vicinity of the project site. The details of community facilities in project vicinity are given in

Table 1.8.

Table 1-8: Community Facilities in Project Vicinity


Shopprix Mall, Noida 3.0km WSW Indian Overseas Bank ATM 3.0km WSW ISKON Mandir, Noida 2.0km WSW Bank of India 4.0km NW Mayur Vihar Bus Stop 6.0km NW

Source: Satellite Imagery of Project Area, Google earth

(vi) Parking needs: For vehicles, adequate space for smooth movement and parking shall be provided at the

proposed site to avoid any congestion and idling state emissions. Parking area details are as stated in Table

1.9.

Table 1-9: Parking Management for Proposed Building

Sl no. Description Area/parking Proposed Parking

A. Upper Ground

A-1 Upper Basement 30 4,887

A-2 Upper Basement mechanical Parking 18 452

B. Lower Ground

B-1 Lower Basement 30 1763

B-2 Lower Basement mechanical Parking 18 1429

C. Stilt Area

C-1 Stilt Area 30 -

D. Open Parking

D-1 Open Parking 20 1,144

Total 9,675

Source : Master Plan for CapeTown Project, Supertech Limited

(VII) Other Features

Green area: The project will also provide green area of 80888.58 m2 on which different varieties of native trees,

shrubs and herbs will be planted. It will improve the ecological condition of site as well as surrounding areas.

Firefighting facility: As per the NBC-2005, the basic minimum requirement for Fire Fighting Installation shall

be provided for the proposed Residential Complex. There are two fire stations within 5km of the project site, one

at Sector 15 NOIDA, south of the site and one at Sector 58 NOIDA north-west of the site. Fire NOC is attached

as ANNEX VIII.




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

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

to the local ecology).

No negative impact is anticipated of the proposed activity on the existing facilities adjacent to the proposed site.

The project site is surrounded by buildings and barren land. Hence, no significant impact on land use is

expected due to construction of proposed Affordable Housing Complex. The area is free from any eco-sensitive

zone. The proposed project will enhance the ecological condition of the adjoining areas due to proposed

development of extensive green belt within its premises.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Details

of soil type, slope analysis, vulnerability to subsidence, seismicity etc. may be given).

The proposed project will not involve significant change in land profile and disturbance in natural setting of the

area. The project will not disturb the natural vegetation and will also facilitate in developing green area in the

project site. The details of soil type and soil quality are given below:-

(i) Soil Type: The soil sample was collected from the project site and proximate to the site as shown in Figure

1.12 to establish the soil characteristics of the area on which Residential Complex is to be established. The

soil is Sandy Clay Loam in nature. The soil samples contain sufficient organic carbon content (refer Table

1.11).

Table 1-10: Physical Properties of Soil in the Proposed Project

No. Parameters Unit S1 S2

Project Site Sorkha village

1 pH - 7.79 7.48

2 Conductivity µmhos /cm 248 286

3 Moisture % 3.78 3.23

4 Soil texture - Sandy Loam Sandy Clay Loam

i Clay % 19 23

ii Silt % 19 20

iii Sand % 62 57

5 Infiltration Rate cm/hr 1.68 1.64

6 Bulk density gm/cm3 1.49 1.49

7 Porosity % 41.23 41.1

8 Nitrogen as N kg/ha as N 86 95

9 Phosphorus kg/ha as P 38 40

10 Potassium as K kg/ha as K 118 121




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No. Parameters Unit S1 S2

Project Site Sorkha village

11 Organic Carbon % 0.87 0.75

12 Organic matter % 1.5 1.3 Source: Data Collection and Testing, Greenc Laboratory Services, Ghaziabad

Table 1-11: Soil standard as per ICAR

Sl. No. Soil Test Classification

1 pH <4.5 Extremely acidic 4.51- 5.50 Very strongly acidic 5.51-6.0 moderately acidic 6.01-6.50 slightly acidic 6.51-7.30 Neutral 7.31-7.80 slightly alkaline 7.81-8.50 moderately alkaline 8.51-9.0 strongly alkaline 9.01 very strongly alkaline

2 Salinity electrical conductivity (µmhos/cm) (1 mmhos/cm = 640 ppm)

Upto 1.00 Average 1.01-2.00 harmful to germination 2.01-3.00 harmful to crops (sensitive to salts)

3 Organic carbon (%) Upto 0.2: very less 0.21-0.4: less 0.41-0.5 medium, 0.51-0.8: on an average sufficient 0.81-1.00: sufficient >1.0 more than sufficient

Source: (i) Greenc Laboratory Services, Ghaziabad; (ii) Handbook of Agriculture, Indian Council of Agriculture Research, New Delhi

From Table 1.10, the following conclusions can be made about physical and chemical characteristics of the

samples.

Colour: Colour of soil in the proposed study area varies from brown to yellow.

Moisture Content: Moisture content of soil in the proposed study area ranges from 3.23 % to 3.78 %

by mass

Texture: Texture of soil in the proposed study area is mainly sandy loam soil.

Bulk Density: Bulk density of soil is found to be 1.49 g/cm3.

Chemical Characteristics

PH: The pH is determined by taking 1:2.5 ratios of soil and distilled water. The pH of soil in the study

area was found to be in the range of 7.48 to 7.9, which is slightly alkaline in nature.




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Nitrogen: The nitrogen in the soil samples were found to be in the range of 86 to 95 kg/ha indicating

less content of nitrogen.

Phosphorous: Available phosphorous of soil samples in the proposed study area ranges from 38 to 40

kg/ha reflecting average phosphorous content in the soil.

Potassium: Potassium content in the soil samples in the study area is found in the range of 118 to 121

kg/ha, which is poor in terms of content as per the classification of Indian Council of Agriculture

Research.

Total Organic Carbon: Total organic carbon content in soil samples in the study area is found to be

average sufficient (0.75 – 0.85%).

(i) Slope Analysis: Topography around the proposed project is almost plain with elevation varying from

196 m to 202 m.

(ii) Seismicity: According to the Seismic Hazard Map of India, Project site has been identified in Zone IV, which

means the area is categorized as high Damage Risk Zone with potential of MSK VIII earthquake. The town

shares common boundaries with vulnerable states like Delhi, Haryana and Ghaziabad District in Uttar Pradesh,

all of which are in seismic Zone IV, and hence requires adequate design consideration to withstand the

earthquake of with maximum magnitude and intensity likely to occur in zone IV.

(iii) Flood Plain: The proposed project site is flat and no natural drains are passing through the project site and

therefore no incidence of flooding and water logging is envisaged by the proposed project.

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

No alteration of natural drainage system is envisaged. The drainage pattern in and around the proposed project

site is shown in Figure 1.13.

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

During Construction Phase excavation is envisaged for foundation in the proposed project. This excavated soil

will be properly stacked within the site under tarpaulin cover which will be reused for filling in building and road

construction. Hence no immediate adverse impacts on the land environment are envisaged.

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

Water Supply: It is estimated that total water demand during construction phase is 2401.5 KLD. The water

requirement for construction purpose & domestic activities are 1978.5 KLD & 21.5 KLD respectively. Out of

total water demand of 2401.5 KLD, fresh water requirement 15 KLD will be met by Authorized private Tanker

arranged by the contractor. The detail of water requirement is looked in Table 1.4.

Solid & Hazardous Waste: The municipal solid waste generation during the construction phase at Proposed

Project site is expected to be 150 kg/day (considering 250 laborers). The waste collected will be segregated in




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terms of Bio degradable and Inert Waste. The Bio degradable waste shall be managed according to Municipal

Solid Waste (Management & Handling) Rule, 2000 and inert waste will be transported to nearby waste dumping

site.

According to the Technology Information, Forecasting and Assessment Council's (GoI), or TIFAC's, thumb rule,

a new construction generates 40-60 kg of C&D waste per m2. Considering an average value 50 kg per m2, the

total estimated construction waste will be 23,922 tonnes. Majority of this will be transported to nearby landfill

sites through contractors and the recyclable materials will be sent to local recyclers.

Used oil from DG sets & Lubricating oil shall be collected in leak poof steel drums & sent to the Spent Oil

Storage Site, these drums shall be properly identified with label of what is contained in Hindi & English. Waste

oil shall be given to authorized vendor of CPCB for disposal.

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

The proposed site is not the part of any low lying area or wetland. The project site is su rrounded by the

residential areas, educational institutes and barren land and no natural water bodies are impacted by the project

directly or indirectly.

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

various types of wastes generated during construction including the construction labors and the means

of disposal)

The construction debris & waste during construction will not cause any health hazard. Construction debris will

be segregated and stored in storage bins provided at the site for each type of waste like steel scrap, shuttering

wood, gypsum & sand and paint cans etc. These will be sent to approve recycling agents. The waste generated

from the brick masonry, concrete etc. will be used for plinth filling and for sub-base of roads.

The mobile toilets will be provided for the laborers thereby avoiding any health hazard.

22.. WWAATTEERR EENNVVIIRROONNMMEENNTT

2.1 Give the total quantity of water requirement for the proposed project with the breakup of requirements for various uses. How will the water requirement met? State the sources & quantities and furnish a water balance statement.

Please refer to Clause no. 1.2 (ii) of Form 1A for proposed project regarding details of water quantity &

sources, wastewater generation and water balance statement.

Water Storage: There will be the facility for raw water storage tanks, Fire water tank & Treated water tanks.

Water from supply will be initially collected in water storage tanks of required capacities and later will

be transferred to overhead water tanks by using pumps.




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

Water will be sourced primarily through private tankers arranged by the contractor. It is estimated that water

demand during the construction will be 2401.5 KLD. It is estimated that the total water demand during the

operation phase will be 4028.0 KLD. The fresh water requirement is calculated to 2707.3 KLD, whereas treated

water in the tune of 1320.7 KLD will be used for flushing, horticulture and miscellaneous purpose. The fresh

water demand will be met by the Municipal Water Supply.

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

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

One surface and two ground water sampling locations have been selected to assess the water quality. The

details of water quality sampling locations are given in Table 1-12 and shown in Figure 1.14.

Table 1-12: Ambient Water Quality Monitoring Locations

Code Location Distance(km) Direction

GW1 At Sorkha Village 1.3 E

GW2 Sarfabad 0.65 NNW

SW1 Hindon River 2 E

Source: Onsite monitoring March-May 2015, GreenC Laboratory Services, NCR, Ghaziabad

Table 1-13: Surface Water Quality

Sl. No. Parameters Unit Hindon River

(SW 1)

Tolerance Limit

IS:2296 CLASS C

1 Turbidity NTU 12.1 $

2 pH -- 7.78 6.5-8.5

3 Conductivity µS/cm 1342 $

4 Total Dissolve Solids mg/l 859 1500

5 Alkalinity as CaCO3 mg/l 254.2 $

6 Total Hardness as CaCO3 mg/l 393.6 $

7 Calcium as Ca mg/l 109.1 $

8 Magnesium as Mg mg/l 29.5 $

9 Sodium mg/l 90 $

10 Potassium mg/l 16 $

11 Bicarbonate mg/l 254.2 $

12 Chloride as Cl mg/l 173.2 600

13 Sulphate as SO4 mg/l 170.2 400

14 Nitrate as NO3 mg/l 12.1 50

15 Flouride as F mg/l 1.2 1.5

Commented [S2]: Somewhere it is mention as 3707 KLD. Which one is correct. Check ?




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Sl. No. Parameters Unit Hindon River

(SW 1)

Tolerance Limit

IS:2296 CLASS C

16 Phenolic compound as C6H5OH mg/l BDL 0.005

17 Cyanide mg/l BDL 0.05

18 Aluminium mg/l BDL $

19 Arsenic mg/l BDL 0.2

20 Cadmium mg/l BDL 0.01

21 Chromium as Cr+6 mg/l BDL 0.05

22 Iron mg/l 4.2 50

23 Copper mg/l BDL 1.5

24 Lead mg/l BDL 0.1

25 Manganese mg/l BDL $

26 Mercury mg/l BDL $

27 Zinc mg/l 0.5 15

28 Dissolve Oxygen mg/l 0.1 4

29 BOD, 27°C 3 days mg/l 93.2 3

30 COD mg/l 45.1 $

31 Total Coliforms MPN/100ml 2,10,400 5000

Source: Hindon River Monitoring during Dec 2015- Jan 2016, GreenC Laboratory Services, NCR, Ghaziabad

AANNAALLYYSSIISS OOFF WWAATTEERR QQUUAALLIITTYY

Surface Water Quality

The surface water quality as analyzed is given in Table 1.13. In general the surface water is good in quality. The

results of surface water quality monitoring reveal the following.

pH: The samples of surface water meet the desirable limit of pH as per BIS standard for drinking (IS 2296).

Turbidity: Sample of surface water far exceeded the turbidity permissible limit (5 NTU).

Alkalinity: Total alkalinity in the surface water samples are 254.2 mg/l which is within the permissible limit if

alternate source is not available.

Total Dissolved Solids: Minimum TDS value of 859 mg/l. TDS value is below the desirable limit.

Total hardness: Total Hardness in the surface water samples is below the prescribed desirable limit of IS

10500:1991 in Hindon River (393.6 mg/l). Calcium values were 109.1 mg/l.

Chlorides: The chloride values of samples are much below in Hindon River (173.2 mg/l) as per desired limit

of IS 10500.

Sulphate: The sulphate values of all the samples were found within the desirable limit (i.e. 170.2 mg/l).




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Fluoride: Fluoride contents in the surface water sample are found to be within the permissible limit of 1.2

mg/l.

Zinc: Zinc content in the surface water samples were found to be much below the desirable limit (i.e. 0.5

mg/l).

The BOD, COD and DO values from the table 1-13 indicate that the surface water bodies is more polluted.

The surface water analysis shows that total coliform count was 2,0,400 which is found to be extremely high

than the prescribed limit in the sampling points, The more oxygen taken out from water the less becomes the

content of dissolved oxygen, thus, increasing the pollution in the river with a high BOD load 93.2 mg/l. High

values of BOD were observed in upstream section of the river Hindon which may be due to discharge of

numerous untreated and/or partially treated waste inputs of municipal and industrial waste directly into the

river/stream/pond.

Moreover, surface water quality was also rated in category E according to the CPCB Water Quality Criteria

against A, B, C, D & E class of water based on parameters identified in the criteria quality is compared with

CPCB water quality criteria mentioned in Table 1.14.

Table 1-14: Water Quality Criteria as per CPCB

Designated-Best-Use Class of water Criteria

Drinking Water Source without conventional treatment but after disinfection

A

Total Coliforms Organism MPN/100ml shall be 50 or less pH between 6.5 and 8.5 Dissolved Oxygen 6mg/l or more Biochemical Oxygen Demand 5 days 20°C 2mg/l or less

Outdoor bathing (Organised)

B

Total Coliforms Organism MPN/100ml shall be 500 or less; pH between 6.5 and 8.5; Dissolved Oxygen 5mg/l or more Biochemical Oxygen Demand 5 days 20°C 3mg/l or less

Drinking water source after conventional treatment and disinfection

C

Total Coliform Organism MPN/100ml shall be 5000 or less; pH between 6 to 9; Dissolved Oxygen 4mg/l or more Biochemical Oxygen Demand 5 days 20°C 3mg/l or less

Propagation of Wild life and Fisheries

D

pH between 6.5 to 8.5 Dissolved Oxygen 4mg/l or more Free Ammonia (as N) 1.2 mg/l or less




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Designated-Best-Use Class of water Criteria

Irrigation, Industrial Cooling, Controlled Waste disposal

E

pH between 6.0 to 8.5 Electrical Conductivity at 25°C micro mhos/cm Max.2250 Sodium absorption Ratio Max. 26 Boron Max. 2mg/l

- Below-E Not Meeting A, B, C, D & E Criteria

Source: Central Pollution Control Board, Government of India, New Delhi

GGRROOUUNNDD WWAATTEERR QQUUAALLIITTYY

Two samples of ground water were collected during study period. The test report of the ground water is

presented in Table 1.15.

Table 1-15: Ground Water Quality

S.

No. Parameters Unit

Sorkha

Village

(GW 1)

Sarfabad (GW 2)

Acceptable

limits as per

IS 10500

:2012

Permissible

limits as per IS

10500 :2012

1 Color Hazan <5 <5 5 15

2 Odour - Aggregable Aggregable Aggregable Aggregable

3 Turbidity NTU <1 <1 1 5

4 pH -- 7.8 7.6 6.5-8.5 No Relaxation

5 Conductivity µS/cm 985.4 849.4 $ $

6 Total Dissolve Solids mg/l 497 398 500 2000

7 Alkalinity as CaCO3 mg/l 172.5 170.5 200 600

8 Total Hardness as

CaCO3 mg/l

287.5 264.5 300 600

9 Calcium as Ca mg/l 71.2 67.2 75 200

10 Magnesium as Mg mg/l 32.5 29.4 30 100

11 Sodium mg/l 40 41 $ $

12 Potassium mg/l 16 15 $ $

13 Bicarbonate mg/l 172.5 165.3 $ $

14 Chloride as Cl mg/l 125 118 250 1000

15 Sulphate as SO4 mg/l 104.3 101.3 200 400

16 Nitrate as NO3 mg/l 7 7 45 No Relaxation

17 Fluoride as F mg/l 1.12 1.09 1.00 1.5

18 Phenolic compound as mg/l BDL BDL BDL 0.002




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S.

No. Parameters Unit

Sorkha

Village

(GW 1)

Sarfabad (GW 2)

Acceptable

limits as per

IS 10500

:2012

Permissible

limits as per IS

10500 :2012

C6H5OH

19 Cyanide mg/l BDL BDL BDL No Relaxation

20 Aluminum mg/l BDL BDL BDL 0.2

21 Arsenic mg/l BDL BDL BDL 0.05

22 Cadmium mg/l BDL BDL BDL No Relaxation

23 Chromium as Cr+6 mg/l BDL BDL BDL No Relaxation

24 Iron mg/l 0.25 0.2 0.3 No Relaxation

25 Copper mg/l BDL BDL BDL 1.5

26 Lead mg/l BDL BDL BDL No Relaxation

27 Manganese mg/l BDL BDL BDL 0.3

28 Mercury mg/l BDL BDL BDL No Relaxation

29 Zinc mg/l 1.14 1.09 5 15

Note: Permissible limit in the absence of Alternate Source of Drinking Water Source: Onsite monitoring March-May 2015, GreenC Laboratory Services, NCR, Ghaziabad

In general, the groundwater quality indicates that the groundwater are not polluted and can be used for drinking

purpose. The results of ground water quality monitoring indicate the following:

pH: All the samples of ground water analyzed meet the desirable pH limit of 6.5 -8.5 as per IS 10500:2012. The pH values were found to be ranging from 7.6 (Sarfabad) to 7.8 (Sorkha).

Turbidity: All the samples of ground water meet the permissible limit (10 NTU).

Alkalinity: Alkalinity in the ground water samples ranges from 170.5 mg/l (Sarfabad) to 172.5 mg/L (Sorkha) which is within the permissible limit if alternate source is not available.

Total Dissolved Solids: Minimum TDS value of 398 mg/L (Sarfabad) and maximum value of 497 mg/l (Near Sorkha Village) was encountered. Values are found within the permissible limit if alternate source is not available as per IS 10500:2012.

Chlorides: The chloride value of all the samples confirmed the desirable limit of 125 mg/l.

Sulphate: Sulphate content in the ground water the desirable limit of 104.3 mg/l.

Fluoride: Fluoride content ranges from 1.09 mg/l (Sarfabad) to 1.12 mg/l (Sorkha).

Zinc: Zinc content in the ground water samples were found to be within the desirable limit (i.e. 1.14 mg/l).




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Iron: Iron content in all two sampling locations was found to be within the desired permissible limit of 0.25 mg/l.

Other Parameters: Other parameters like heavy metals were found below detection level.

2.4 How much of the water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage)

During monsoon season the treated effluent will be 320KLD, which will be used for Flushing (902.7 KLD) and

miscellaneous purpose (16.8 KLD). The excess treated water have provision to be given to divert it for irrigation

purpose (1392 KLD).

While during non-monsoon season the treated effluent will be same 1320 KLD, which will be used for

landscaping/horticulture (401 KLD), miscellaneous purpose (16.8 KLD) and flushing (902.7 KLD). The excess

treated water have provision to be given to divert it for irrigation purpose (1392 KLD).The capacity of STP will

be 3740 KLD which will be more than the required capacity.

2.5 Will there be diversion of water from other users? (Please assess the impacts of the project on

other existing uses and quantities of consumption)

No, there is no diversion of water from other users.

2.6 What is the incremental pollution load from wastewater generated from the proposed activity? (Give

details of quantities and composition of wastewater generated from the proposed activity)

In the proposed project the waste water will be generated during construction phase and operation phase. The

details of quantities and composition of wastewater generated are given below.

Construction Phase: 1909 KLD of wastewater will be generated during construction phase from the domestic

activities. The sanitation facilities will be provided in terms of Mobile Toilet.

Operation Phase: It is estimated that the total water demand during the operation phase will be 4028.0 KLD.

The fresh water requirement is calculated to 2707.3 KLD, whereas treated water in the tune of 1320.7KLD will

be used for flushing, horticulture and miscellaneous purpose. The fresh water demand will be met by the

Municipal Water Supply. Water and treated water will be met by STP capacity of 3740 KLD, installed at the site.

(20 % extra capacity of total generated waste water) based on FAB proposed to be constructed within the

proposed housing complex. The treated wastewater will be used for flushing, landscaping, road washing, water

sprinkling, car washing and miscellaneous purposes. There will not be any incremental pol lution load on water

quality due to proposed project. Table 1.16 shows the expected characteristics of generated wastewater from

proposed project.

Commented [S3]: Figure is wrong. Check




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Table 1-16: Characteristics of Wastewater and Treated Wastewater

STP Capacity 3740 KLD

Process of STP Activated sludge process with fine bubble diffused aeration system.

Wastewater Characteristics

a Daily Load : 3740KLD

b Duration of flow to STP : 24hours

c Temperature : Maximum 320C

d pH : 7.0 to 9.5

e Color : Mild

f TSS (mg/l) : 100-400mg/l

g BOD (mg/l) : 200-300mg/l

h COD(mg/l) : 500-700mg/l

Final Discharge Characteristics

a pH : 6.5 to 7.5

b Oil & Grease : <10mg/l

c BOD : <20mg/l

d COD : <100mg/l

e TSS : <10mg/l

2.7 Give details of the water requirements met form water harvesting? Furnish details of the facilities

created.

The water harvesting will help in raising the ground water table.

Rainwater Water Harvesting: The storm water disposal system for the premises shall be self-sufficient to

avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many

factors such as intensity and duration of precipitation, characteristics of the tributary area and the time required

for such flow to reach the drains. The drains shall be located near the carriage way along either side of the

roads. Taking the advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm

water from various blocks shall be connected to adjacent drain by a pipe through catch basins. The water table

becomes more than 25 m in future, rainwater harvesting can be carried out. Therefore, it has been calculated to

provide 26 rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area

(Table 1.17).

Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is

planned adjacent to roads. All building roof water will be brought down through rain water pipes.




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Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for

rain water harvesting and ground water recharging.

For basement F, the rainwater from ramps will be collected in the basement storm water storage tank. This

water will be pumped out to the nearest external storm water drain.

Peak hourly rainfall has been considered as 45 mm/hr.

Catchments/roofs would be accessible for regular cleaning.

The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of

material into the water. Roof painting has been avoided since most paints contain toxic substances and

may peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most of the

debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested by

the mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first 10 -20

minutes of rainfall is flushed off.

No sewage or wastewater would be admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system.

Table 1-17: Rain water harvesting in proposed Project

S.No Description Area Considered

in m2 Runoff

Coefficient

Rainfall Intensity (mm/Hr)

Total Vol. of Water Available For RWH (m3/Hr)

Total Vol. of Water Available For RWH

(m3/15 Min)

1 Roof Top Water 51486.27 0.8 45 1853.5 463.4

2 Paved & Open

Area 78213.62 0.75 45 2639.7 659.9

3 Green Areas 80888.58 0.1 45 364.0 91.0

Total 2,10,588.47

4857.2 1214.3

Length of Pit

Width of Pit Depth of the Pit Volume of the Pit

Runoff in No. of No. of pits

15 minutes Pits

required proposed




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in m2 Runoff

Coefficient




(m3/15 Min)

6 3 2.6 46.8 25.94 26 26




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Figure 1.15: Typical drawing of rain water harvesting pit

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

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

a long term basis? Would it aggravate the problems of flooding or water logging in any way?

The project is an expansion project and SEIAA, UP issued the Environmental Clearance to total plot area of

200000 m2 and built-up area of 777870.93 m2. Due to the increased FAR @3.67, the built-up area will increase

to 12, 60,441.67 m2.

Land use Change: The proposed Residential Project will be established on the plot area of 21.0 Ha. (2,

10,588.47 m2). The break-up of existing and proposed Land use is given below. No flooding & water logging is

expected due to the proposed project.

Particulars EC Granted Proposed Expansion Additional

Total Plot Area (m2) 2,00000 2,10,588.47 10,588.47

Ground Coverage (m2) 44,114.73 51,486.27 7,371.54

Built-up area (m2) 7,77,870.93 12,60,441.67 4,82,570.74

Green Area (m2) 78079.23 80888.58 2809.35

Road & Open parking (m2)

77,806.04 78,213.62 407.58

Parking Area (ECS) 8,534 9,675 1,141




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(ii)Topography: The project site is almost plane with elevation varying from 196 m to 202 m and storm water drainage system is planned along the roads, around buildings, open areas to collect rainwater and divert excess water to the rain water harvesting pits. (iii) Local Master Plan: It is a residential area as per master plan of Noida. (iv) Land Cover: Presently 44114.73 m2 is the ground coverage and 78079.23 m2 landscape area is under construction at the proposed project site. After expansion the ground coverage will be 51486.7 m 2 landscape area will be 80,888.58 m2.

2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of ground water;

give the details of ground water table, recharging capacity, and approvals obtained from competent

authority, if any.

During construction and operation phase, ground water will be abstracted for various usages. The groundwater

table varies between 9 to 12 m bgl. Hydro geological data indicates that the area is underlain by deposits of

high porosity and permeability, with excellent recharge capacity. The approval from competent authority will be

taken if need be.

2.10 What precautions / measures are taken to prevent the run-off from construction activities polluting

land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts)

During the construction phase, surface & ground water quality may get affected due to soil erosion from

excavated area during rains leading to generation of wastewater. The annual run-off will be in the tune of

435.2 cum. Construction site run-off (wastewater) would be routed through catch pit/ sedimentation basin

prior to final / ultimate disposal.

The impact on land and ground water quality will be minimized by adopting following measures:

Excavation during dry season only and proper management of excavated soils

Regular inspection and cleaning of storm drains

Covering of waste storage areas

Avoid application of pesticides and herbicides before wet season

Secondary containment and dykes in fuel/oil storage facilities

Conducting routine inspections to ensure cleanliness

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




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Provision of silt traps in storm water drains

2.11 How is the storm water from within the site managed? (State the provisions made to avoid flooding

of the area, details of the drainage facilities provided along with a site layout indication contour levels)

The project site level is plain. Adequate storm water channel will be provided at the site to provide proper

drainage facilities and to avoid flooding at the site and in area. A storm drainage system will be la id. The storm

drains will collect, convey and dispose to natural drainage system.

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

conditions around the project site (Justify with proper explanation)

No, the deployment of construction laborers will not lead to any unsanitary conditions as all the necessary

precautions will be taken including provision of mobile toilet. The facilities to be provided at the labour camp

include the following:

During construction phase, mobile toilet will be provided. Hence there is no possibility of unsanitary

conditions around the project site

Regular segregation and disposal of solid waste generated by these workers as per local practices

Proper housekeeping will be maintained throughout the premises

First aid and medical facilities will be provided to all the concerned people working on the site.

2.13 What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give

details of the quantities of wastewater generation, treatment capacities with technology & facilities for

recycling and disposal)

Construction Phase:

1909 KLD of wastewater will be generated during construction phase from the domestic activities. The

sanitation facilities will be provided in terms of Mobile Toilet.

Operation Phase:

Approximately 2990.3 KLD of wastewater will be generated in the operation phase. The sewage treatment Plant

of 3740 KLD (20% excess of capacity of total generated waste water) is proposed to be constructed within the

proposed project. This STP will function on the FAB Technology.

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

other use

Dual Plumbing will be provided for flushing of toilets, landscaping and miscellaneous activities.




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33.. VVEEGGEETTAATTIIOONN

3.1 Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with

its unique features, if any)

No, threat on bio-diversity is envisaged due to proposed project. No major forest land exists in its vicinity and no

ecologically important habitats were observed in the study area (Nearest RF are Gulistanpur about 9.5 km in

ESE direction from the project site) of the project.

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed

account of the trees & vegetation affected by the project)

The proposed site is earmarked for residential development and therefore it is devoid of any vegetation. The

few trees already present within the project site will be utilized as part of greenbelt. So the project will not

involve any clearing or modification of vegetation.

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

features (Give details of proposal for tree plantation, landscaping, creation of water bodies etc along

with a layout plan to an appropriate scale?

Setting aside or exclusion of critically important areas, compensatory afforestation, creation of green belts,

rehabilitation of species or individuals are basic actions taken for mitigation of impact. While creating green belt

and undertaking the afforestation works, it is required to plant indigenous/local plants and as for as possible

exotics should not be introduced. The cost of eco-restoration of the site should be included in the project cost.

This is desirable on two counts:

It ensures allocation of fund for undertaking the rehabilitation of the area during and also after the

project period is over.

It also acts as deterrent in selection of site for the project by bringing in the cost of eco-restoration

which can be enormous in cases where activities are proposed on a critical ecosystems.

The list of plants proposed for green belt is provided in Table-1.18.

Table 1-18: List of suggested species for Green Belt

S. No. Scientific Name Common Name

Trees

1 Acacia nilotica Babool

2 Acacia sp Vilayati babool

3 Azadirachta indica Neem

4 Eucalyptus Safeda




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S. No. Scientific Name Common Name

5 Datura sp. Dhatura .

6 Ricinus communis Arandi

7 Zyziphus sp. Ber

8 Ficus religiosa Peepal

9 Bougainvelli Bougainvelia

10 Beaucarnea recurvata Bottle palm

11 Cassia fistula Amaltas

12 Dalbergia sissoo Shisham

13 Callistemom sp. Bottle brush

14 Parthenium sp. Carrot grass

15 Cassia sp. Gulmohar

16 Quercus sp Oak

Shrubs

17 Cestrum Nocturnum Raat rani

18 Hibiscus rosa sinensis Gurhal

19 Datura sp. Dhatura

20 Ricinus communis Arandi

21 Bauhinia acuminata Kanchon

22 Bougainvellia Bougainvelia

23 Vinca rosea Nayantara

24 Mussaenda clabrata Paper chase tree

25 Lawsonia inerme Hennah

44.. FFAAUUNNAA

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

their movement? Provide the details.

The proposed site is earmarked for residential development. The site is free from any major vegetation. The site

is surrounded by residential areas, educational institutes and barren land. NH-24 is passing at a mere distance

of 7.0 km from the project site. Due to high interaction of the people in the area, site is free from any major

fauna. Therefore, no displacement of fauna and their movement is envisaged by the proposed project.

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

Since the activities involved in a construction project are mainly confined to the project site, therefore the project

is not expected to cause any direct impact on avifauna of the area. Moreover, the solid waste generated from

the project during construction and operation phase will be properly segregated and disposed/treated as per

prescribed norms. Hence the project will not cause any indirect impact on avifauna of nearby area.




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

No interface with the fisheries activity and/or fauna is envisaged. Hence, no mitigation is required.

55.. AAIIRR EENNVVIIRROONNMMEENNTT

5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give details

of background air quality levels with predicted values based on dispersion models taking into account

the increased traffic generation as a result of the proposed constructions)

Six monitoring locations have been selected on the basis of predominant wind direction. All probable directions,

which may be affected due to the proposed project, have been considered. Also the effort was made to collect

the baseline conditions of all the project affecting villages.

The monitoring stations have been setup in order to locate the locations as close as feasible to the anticipated

maximum pollutant concentration areas. Logistic considerations such as accessibility, security, and availability

of reliable power supply etc. were also examined while finalizing the stations. The monitoring locations are

depicted in Table 1.19. The Air sampling locations are shown in Figure 1.16

Table 1-19: Ambient Air Quality Monitoring Locations

S. No. Code Location Distance from the project site (km)

Approx. height of instrument from ground level (m)

1 AAQ1 Near Supertech Cape town On Site 3.3

2 AAQ2 Near sorkha 0.8 3.0

3 AAQ3 Near Sarfabad 0.65 3.5

4 AAQ4 Near unitech unihomes 1.92 4.5

5 AAQ5 Near Nilgin hills Public School 1.7 4

6 AAQ6 Salarpur Khadar 1.97 3.5

Source: On-site monitoring/sampling by GREENC Laboratory Services

AANNAALLYYSSIISS OOFF AAMMBBIIEENNTT AAIIRR QQUUAALLIITTYY

It is observed from the results of AAQ are given in Table 1.20, and results when compared with National

Ambient Air Quality Standards (NAAQS) of Central Pollution Control Board (CPCB) for "Industrial,

Residential, Rural and Other Areas" that the average values of ambient air quality parameters are well within

the stipulated limit.

Commented [S4]: Give Air pollution mitigation plan




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Table 1-20: Air Quality Monitoring Results

Par

amet

er

Nea

r S

up

erte

ch

Cap

e to

wn

sork

ha

Sar

fab

ad

un

itec

h

un

iho

mes

Nea

r N

ilgin

hill

s P

ub

lic S

cho

ol

Sal

arp

ur

Kh

adar

CP

CB

Sta

nd

ard

s***

Tim

e W

eig

hte

d

Ave

rag

e

Met

ho

d o

f

Mea

sure

men

t

AQ1 AQ2 AQ3 AQ4 AQ5 AQ6

PM10 (µg/m3) 89.95 98.30 90.09 99.55 83.01 89.59 100 24

hours** Gravimetric

PM2.5(µg/m3) 62.21 63.78 51.45 61.4 31.54 34.10 60 24

hours** Gravimetric

SO2 (µg/m3) 13.70 15.43 15.50 14.76 10.29 13.09 80 24

hours** Improved West &

Gaeke

NO2(µg/m3) 25.55 25.69 23.47 25.10 20.23 21.65 80 24

hours**

Modified Jacob & Hochheiser (Na-Arsenite)

CO (mg/m3 1.11 1 1.12 0.92 1.03 1.12 8 hours** NDIR

Spectroscopy


Particulate Matter 10 (PM 10)

PM10 are particles less than 10 micron in size and are mainly caused by traffic on un -metalled roads, dust from

construction activities and smoke from factories. In the study area, the main emission was from vehicular traffic

and dust from construction activities. The minimum and maximum 98 percentile value of PM10 recorded within

the study area was in the range of 83.01 µg/m3 to 99.55 µg/m3. The highest was recorded at Unitech

Unihomes. The 24 hourly average values of PM10 were compared with the NAAQS and found to be closest to

the stipulated limits. This may be due to dust from traffic movement and construction activities.

Particulate Matter 2.5 (PM 2.5)

Fine particles are caused by all types of combustion, including motor vehicles, residential wood burning, forest

fires, agricultural burning, etc. The recorded 98 th percentile concentration of PM2.5 varies between 31.54 g/m3

and 63.78 g/m3. As in the case of other particulate matter concentrations, the highest value of PM2.5 was

recorded at Sorkha. All the values of PM2.5 were found within the NAAQS permissible limit.

Sulphur Dioxide (SO2)

Sulphur dioxide gas is an inorganic gaseous pollutant. Sulphur dioxide emissions occur wherever combustion of

any fuel containing sulphur takes place. Emissions from DG sets and Vehicles are the main source of SO2

pollution in the study area. Sulphur dioxide in atmosphere is significant because of its toxicity; Sulph ur dioxide




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is capable of producing illness and lung injury. Further it can combine with water in the air to form toxic acid

aerosols that can corrode metal surfaces, fabrics and the leaves of plants. Sulphur dioxide is an irritant to the

eyes and respiratory system. Excessive exposure to sulphur dioxide causes bronchial asthma and other

respiratory diseases as it affects the lungs.

The level of SOX varied between 10.29 µg/m3 at Near Nilgiri Hills Public School and 15.43 µg/m3 at Sorkha. The

level was found to be well within the prescribed limits of NAAQS at all receptors

Oxides of Nitrogen (NOx)

The important sources of oxides of Nitrogen are from utilities and auto exhaust due to vehicular movement. The

NOx concentration in the study area was found to be comparatively higher near to the highways and major

roads due to movement of traffic, especially heavy vehicles. Levels of NOx (98th percentile) varied between

20.23 µg/m3 at Near Nilgiri Hills Public School and 25.55 μg/m3 at Sorkha which is also within the prescribed

limit of NAAQ standard. The other parameters like carbon monoxide are found below 1 mg/m3.

In the absence of any permanent pollution source in the study area, the overall ambient air quality was found to

be satisfactory except some parameters all are within the standard limits as stipulated by CPCB. The only

source of present pollution found in the area was from heavy vehicle movements on the major roads and DG

sets.

Pollution Load from DG Set

During operation a provision of 25 DG sets with capacity of (1 DG set of 500 KVA, 6 DG set of 750 KVA, 5 DG

set of 1000 KVA, 1 DG set of 1250 KVA, 1 DG set of 1500 KVA, and 11 DG set of 2500 KVA) have been kept to

meet the emergency requirement of the electricity during power cut.

Pollution load has been calculated assuming that DG sets will be operated for 8 hours per day and Ultra -low

Sulphur (max. 0.0015%) content diesel will be used as a fuel. Stack height of the individual DG set has been

considered as 204 m (198 m of building height from ground level+6m of stack height above the terrace level).

Table 1.21 shows the pollution load due to operation the DG Set.




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Table 1-21: DG Set Emission Statement

Sl. No.

Parameter Unit

Values

DG-1 (500 kva-

400)

DG-6 (750 kva-600

KW)

DG-5 (1000 kVA-

800 KW)

DG-1 (1250 kva-1000 KW)

DG-1 (1500 kva-1200 KW)

DG-11 (2500 kVA-2000 KW)

1 No. of DG Set Nos. 1 6 5 1 1 11

2 No. of Stack Nos. 1 6 5 1 1 11

3 Height of each Stack

m 204

4 Flue gas Temperature

°K 403

5 Velocity of Flue Gas

m/s 22

6 Emission Details of each DG set at Full load (8 hr operation) in gm/sec

A PM SO2 NOx* CO

DG Set with 5000 kva capacity

0.003 6.75278E-05 0.031 0.039


0.005 0.0001 0.051 0.058


0.007 0.00013 0.061 0.078


0.008 0.00017 0.077 0.097


0.010 0.00025 0.092 0.117


0.012 0.00034 0.034 0.024

Note: - Emission Control Technics (Selective Catalyst Reduction (SCR)) use for reducing the emission of NOx

The emission load has been evaluated by mathematical modeling using ISCST 3, US-EPA software for DG set

and Caline 4 for Vehicular Movement. The average meteorological data of December month, 2015 was

considered as met input data for model study. The flue gas from DG set with 204 meter stack height shall travel

up to 1.5 km approximately. Also the dispersion of vehicular emission is limited to 100 m, after that pa rticle will

get stabilized on the earth surface due to their specific settling velocity. Hence, the extent of the modeling is

limited for 2.0 km from the location of DG set. The incremental GLCs due to vehicular movement have been

calculated at a distance of 50m from the road to present the worst case scenario. The output results are

tabulated in Table 1.22.




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Table 1-22 Highest Resultant Ground Level Concentration (GLC) during Project Operation

due to operation of DG set

Pollutant Unit Max. Incremental GLCs due

to DG Set Max. Incremental GLCs due

to Vehicular Movement*

PM µg/m3 0.026 0.09

SO2 µg/m3 0.0007 0.07

NOX µg/m3 0.1401 0.87

CO µg/m3 0.1405 1.3

*- Incremental GLCs at exposure distance of 50m from the road

The impact due to vehicular movement shall be limited to the 100m either side of the road. The area is occupied

by office complexes. The complexes are having high boundary wall, which in turn will control the exhaust of the

traffic running at nearby road.

-2000 -1500 -1000 -500 0 500 1000 1500 2000

-2000

-1500

-1000

-500

0

500

1000

1500

2000

0.005

0.01

0.015

0.02

0.025

Figure 1-15: Isopleths for PM Incremental Ground Level Concentration due to Operation of

DG set (μg/m3)




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-2000 -1500 -1000 -500 0 500 1000 1500 2000

-2000

-1500

-1000

-500

0

500

1000

1500

2000

0.00013

0.00026

0.00039

0.00052

0.00065

Figure 1-16: Isopleths for SO2 Incremental Ground Level Concentration due to Operation of

DG set (μg/m3)




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-2000 -1500 -1000 -500 0 500 1000 1500 2000

-2000

-1500

-1000

-500

0

500

1000

1500

2000

0.03

0.06

0.09

0.12

Figure 1-17: Isopleths for NOx Incremental Ground Level Concentration due to Operation of

DG set (μg/m3)




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-2000 -1500 -1000 -500 0 500 1000 1500 2000

-2000

-1500

-1000

-500

0

500

1000

1500

2000

0.03

0.06

0.09

0.12

Figure 1-20: Isopleths for CO Incremental Ground Level Concentration due to

Operation of DG set (mg/m3)

Pollution Load from Vehicular Movement

The establishment is proposed to be located adjacent to the Noida-Greater Noida link road, Pusta Road, Dadri

Road and NH-24, having high vehicle density. The impact on said road due to movement of proposed project

vehicles will be almost negligible. Hence, impact due to circulation of vehicles inside the project boundary has

only been considered. For the worst case scenario analysis it was considered that all the occupants including

visitors will come with their own car. The details of emission rate considered for the project are shown in Table

1.23.

Table 1-23 Vehicle Emission Statement

S. No.

Category of Vehicles

Expected No. of Vehicles

Emission Rate (g/km)

PM* SO2# NOX

* CO

1 Car 9640 0.004 0.0028 0.20 1.30

*Emission Factor development for Indian Vehicles, ARAI Pune, #- The SO2 emission has been calculated based on Diesel

Consumption




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5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give

details in relation to all the meteorological parameters.

Dust, smoke, odours, fumes or other hazardous gases which will be emitted during the construction and

operation phase at the project site has a negative impact on the air environment of the site and surrounding

area.

(i) Construction Phase: During construction phase dust, smoke, odours, fumes and other hazardous gases

will be discharged mainly from the various construction activities and by the vehicles used at the construction

site for the loading and transportation of the materials. These activities and vehicles will discharge different

pollutants in the form of gases and liquids which will directly impact the health of the workers at the site and the

people of surrounding area also. It will create different types of health injury like headache, high blood pressure,

respiratory problems and other allergical problems etc.

(ii) Operation Phase: During operation phase dust, smoke, odours, fumes and other hazardous gases will be

discharged mainly from the stationary (DG sets) and mobile sources (vehicular emissions). These sources can

emit different pollutants in the form of gases and liquids which will directly impact the health of the residential

occupants and staffs at the site in the form of various health injuries like headache, high blood pressure,

respiratory problems, and other allergical problems etc. For the mitigation and control of these impacts , proper

management plan will be developed like green belt development for the reduction of noise and air pollution,

proper traffic management plan and proper maintenance of DG sets and less emissions from them in the form

of air pollutants.

5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the present level

of transport infrastructure and measures proposed for improvement including the traffic management

at the entry & exit to the project site.

The project will provide parking facility for 9675 ECS (equivalent car space) in stilt, open area. The parking

provided by the project is shown in the Table 1.24.

Table 1-24: Parking Management for Proposed Building


A. Upper Ground



B. Lower Ground






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C. Stilt Area

C-1 Stilt Area 30 -

D. Open Parking


Total 9,675

Source : Master Plan for Cape Town Project, Supertech Limited

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

footpaths etc., with areas under each category.

The proposed housing complex project will be connected to existing roads by a 12 m wide proposed road.

Moreover, the proposed internal roads will manage the vehicle circulation inside the project premises.

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

measures proposed for mitigation of the above.

No, there will be no substantial increase in traffic noise and vibrations during construction and operation phase.

However, the additional traffic generation during construction & operation phase is required to be managed. The

traffic management measures as described below.

(i) Construction Phase: During the construction phase of the project, noise will be generated from various

sources such as movement of vehicles carrying construction materials, loading & unloading activities,

excavation machines, concrete mixer, DG sets and other mechanical operations like drilling, fitting, etc. Noise

from all these sources will be intermittent and occasional. Most of the construction activities will also be carried

out during the daytime only. The site will be encapsulated from all the four sides. DG sets will be fitted with

acoustic enclosures that conform to applicable noise standards.

(ii) Operational Phase: The major sources of noise during the operational phase are DG sets, compressor and

internal traffic. The DG sets will be procured with acoustic enclosure and the other compressors and pumps wil l

also be acoustically covered. The traffic during operation will be planned in a manner such that there are least

idling and bottle necks. Roads will be designed so as to result in free flow of traffic. Moreover, greenbelt

development in and around the site will result in reducing noise level effectively.

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

quality around the project site? Provide details.

An analysis of the different Leq data obtained during the study period has been made. Variation was noted

during the day-time as well as night-time. The results are presented in below Table 1.25.




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Table 1-25: Ambient Noise Quality

Code Location Noise level in dB (A)

Leq (6 AM to 10 PM) Leq (10 PM to 6 AM) N1 Onsite 56.3 37.0

N2 Intersection near Amrapali Princley 58.2 37.6

N3 Near Metro Apartment 58.5 39.0

N4 Sorkha Village 56.0 37.5

N5 Sector 75 56.1 37.4

Ambient Noise Standard in dB(A) Leq A. Industrial

Area B. Commercial

Area C. Residential

Area D. Silence

Zone

Day time(6 AM to 10 PM) 75 65 55 50

Night time(10 PM to 6 AM) 70 55 45 40


The noise level in area varies from 56 dB (Sorkha Village) to 58.5 dB (Near Metro Apartment) in daytime which

is slightly higher than Ambient Noise Standard, and 37 dB (onsite) to 39 dB (Near Metro Apartment) at night

time. , the noise level was found to be below the stipulated standards. The Noise monitoring locations are

shown in Figure 1.21.

Table 1-26: Vehicle Emission Statement Area Code Category of Area Noise Levels (dB (A) Leq (Limits)

Day time Night time

A Industrial Area 75 70

B Commercial Area 65 55

C Residential Area 55 45

D Silence Zone 50 40 Source: (i) testing by Greenc Laboratory Services, Ghaziabad; (ii) Ambient Noise Standards of Central Pollution Control Board, New

Delhi

The expected noise levels due to construction equipment during construction phase are given in Table 1.27.

Table 1-27: Noise levels generated from major construction equipment Name of the Source Noise level at 1m from source [dB(A)]

Concrete Mixer 75

Concrete Vibrators 75

Generator 85-90

Hammering 110 Source: Noise standards for construction equipment’s have been notified in Part 'E', Schedule-VI of Environment (Protection) Rules,

1986




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The construction site will be encapsulated from all sides. The noise produced during construction phase will

have temporary impacts on the existing ambient noise levels at project site only during daytime. Therefore, the

impact of noise levels on surrounding area will be insignificant during the construction phase.

During construction & operation phase, emissions from the DG sets may cause localized impact ambient air

quality for short duration. It may be noted that the DG sets will be operated only in case of grid power failure.

However, acoustic enclosures will be fitted with the DG sets to control the noise levels. Adequate height of

stacks (51 m) will be provided to the DG sets as per guidelines of CPCB to facilitate the dispersion of flue gases

in the atmosphere. As such, these activities will have insignificant impact on noise level and vibration in the

neighborhood.

66.. AAEESSTTHHEETTIICCSS

6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic amenity or

landscapes? Are these considerations taken into account by the proponents?

The site is earmarked for residential development. At present the project site is surrounded by residential

colonies and barren land. No view, scenic amenity or landscapes exist in near vicinity (2 km) of the project.

Hence, project is not going to obstruct any view, scenic amenity or landscapes of the study area. Development

of green belt will be of immense importance, as it will not only act as a pollution sink for dust emissions,

gaseous pollutants and noise pollution but also enhance the visual appearance of the developed site.

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

considerations taken into account?

The development in the entire project area is as per the provisions of National Building Code. Hence no adverse

impacts are anticipated from new constructions on the existing structures in this area.

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

criteria? They may be explicitly spelt out.

The development in the entire project area is as per the provisions of National Building Code.

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

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

There are no anthropological or archaeological sites or artifacts within 2 km radius of the project site.




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77.. SSOOCCIIOO--EECCOONNOOMMIICC AASSPPEECCTTSS

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

the details.

(i) Construction phase: There will be temporary influx of workers during construction phase. The workers will

be hired from the surrounding areas.

(ii) Operation Phase: The proposed project will have about 40122 residential occupants and development of

amenities for the project will also provide direct and indirect employment to the local people from the

surrounding areas.

7.2 Give details of the existing social infrastructure around the Proposed Project

The project site is located at Sector 74, Noida, Uttar Pradesh. The social infrastructure and community facilities

present in the vicinity of the project is given in Table 1.8.

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

cultural values? What are the safeguards proposed?

No adverse impact is anticipated on local communities. There are no sacred or cultural sites near the proposed

development site. So no question arises of disturbing them. Many local people may get jobs as per their skill.

Security requirement will also be met from the local private agencies.

88.. BBUUIILLDDIINNGG MMAATTEERRIIAALLSS

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

produced with energy efficient processes? (Give details of energy conservation measures in the

selection of building materials and their energy efficiency)

Only IS approved building materials will be used for the construction. Construction material will be selected

based on their thermal characteristic U and R values. The additional considerations are as under:

The major materials required for construction of the proposed project will be Steel, Cement, Bricks, Metal,

Stones, Electrical fittings, Water, Wood etc.

All the items to be used in the proposed project will be as per the National Building Code specification. If the

building materials with high-embodied energy are locally available, it will be used in construction with the

architect.

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

nuisance. What measures are taken to minimize the impacts?




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Construction vehicles, machineries, and equipments will move, or be stationed in the designated places.

The emission levels of all vehicles, equipment and machinery used for construction will conform to the

standards prescribed in India Central Motor Vehicles Rules, 1989.

Air pollutant parameters will be monitored regularly during construction, as envisaged in the EMP.

Water will be sprayed in the lime, cement, and earth mixing sites; Batching Plants and temporary service

and access roads.

After compacting works, water will be sprayed on the earthwork regularly to prevent dust.

Delivery vehicles will be covered.

Mixing equipment will be well sealed and equipped as per existing standards.

Vehicles and equipment used will be fitted with silencer and maintained to keep noise at minimum levels

Noise standards shall be strictly enforced to protect construction workers from severe noise impacts.

Workers exposed to High Noise areas shall provide with appropriate ear muffs/plugs and shall be rotated.

The noise level shall be monitored during the construction, as per the EMP.

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

Recycled materials will be used in roads as well as for paving if locally available. Also materials with low

embodied energy will be used in construction which will significantly result in energy savings. The efforts will

also be made for the larger use of fly ash bricks and cement in the project.

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

the operation phases of the project

CCOONNSSTTRRUUCCTTIIOONN PPHHAASSEE

The municipal solid waste generation during the construction phase at Proposed Project site is expected to be

150 kg/day (considering 250 laborers). The waste collected will be segregated in terms of Bio degradable and

Inert Waste. The Bio degradable waste shall be managed according to Municipal Solid Waste (Management &

Handling) Rule, 2000 and inert waste will be transported to nearby waste dumping site.




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OOPPEERRAATTIIOONN PPHHAASSEE

During the operation phase, waste will comprise domestic as well as agricultural waste. The solid waste

generated from the project shall be mainly domestic waste and estimated quantity of the waste shall be approx.

21465 kg per day (@ 0.5 kg per capita per day for residents, @ 0.15 kg per capita per day for the visitor, 0.25

kg per capita per day for the staff members and landscape wastes @ 15 kg/acre/day). Following arrangements

will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000 and

amended Rules, 2008. The details of likely waste from various activities of the project are given in Error!

Reference source not found.Table 1.28.

Table 1-28: Estimated Quantities of Solid Waste Generated-Operation Phase

Category kg per capita per day Waste generated (kg/day)

Residents 40122 @ 0.5 kg/day 20061

Staff 2006 @ 0.25 kg/day 502

Visitors 4012 @ 0.15 kg/day 602

Landscape waste 19.99 acre @ 15 kg/acre/day 300

Total Solid Waste Generated 21465 kg/day

Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering Organization,

Ministry of Urban Development, Government of India, May 2000

Table 1-29: Composition of Municipal Solid Waste

Description Percentage by weight (kg/day) Solid Waste Generation (kg/day)

Biodegradable Waste

Vegetables, Leaves 40.15 8618.2

Grass 3.8 815.7

Paper 0.81 173.9

Non-Biodegradable Waste

Plastic 0.62 133.1

Glass/Ceramics 0.44 94.4

Metal 0.64 137.4



Total 100 21465.0




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Source: Supertech & Manual on Norms & Standards for Environment Clearance of Large Construction Projects.

Collection and Segregation of waste

A door to door collection system will be provided for collection of domestic waste in colored bins from

household units.

The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable

waste.

Litter bin will also be provided in open areas like parks etc.

Treatment of waste

Bio-Degradable wastes

Bio-degradable waste will be subjected to organic waste convertor and the compost will be used as

manure.

STP sludge is proposed to be used for horticultural purposes as manure.

Horticultural Waste is proposed to be composted and will be used for gardening purposes.

Recyclable wastes

Grass Recycling – The cropped grass will be spread on the green area. It will act as manure after

decomposition.

Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.

Disposal: Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence, the

Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes

(Management and Handling) Rules, 2000 and amended Rules, 2008.

Hazardous Waste Management: Used oil from DG sets & Lubricating oil shall be collected in leak poof steel

drums & sent to the Spent Oil Storage Site, these drums shall be properly identified with label of what is

contained in Hindi & English. Waste oil shall be given to authorized vendor of CPCB for disposal.




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E-Waste Management: E-Waste will be very minimal in this complex as it is a residential complex. However, it

will be properly collected by maintenance staff and then given to approved recyclers of CPCB for recycling on

an annually basis.

Horticultural waste: Leaves, grass and vegetative parts shall be collected at the secured location such that it

shall not hinder daily activity schedule or washed away by the surface run off causing choking of drains, etc.

and will be separately disposed off along with biodegradable waste or dry leaves in green area itself.

Bio-medical waste: It is estimated that the dispensary in the site will generate 0.5 – 2 kg of waste per day1.

The waste after disinfection / sterilization will be transported to the nearest incineration facility.

99.. EENNEERRGGYY CCOONNSSEERRVVAATTIIOONN

9.1 Give details of the power requirements, source of supply, backup source etc. What is the energy

consumption assumed per square foot of built-up area? How have you tried to minimize energy

consumption?

The power requirement during construction and operation phase is presented in Table 1.6.

Energy Conservation Measures

A. Electrical

The transformers shall be energy efficient with minimum losses on no load and full load, not more than as

specified in relevant standard ECBC-2007.

Timers and photo-electric sensors shall be used to switch ON / OFF external landscape and facade lighting.

The overall power factor will be maintained to 0.95 automatically to reduce reactive power.

Compact Fluorescent Lamps (CFL’s) with high frequency ballast shall be used for Corridors and common

areas.

Energy efficient fluorescent tube lights (T-5) / LED lights shall be used.

1Source: Evaluation of Hazards of Waste Materials in Clinics and Hospitals: A Research (Uttar Pradesh)

http://nitte.edu.in/journal/September2014/19.pdf




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All fluorescent light fixtures are specified to incorporate electronic chokes which have less watt -loss

compared to electro-magnetic chokes and result in superior operating power factor. This indirectly saves

energy. Electronic chokes also improves life of the fluorescent lamps.

Energy efficient fluorescent lamps & CFL lamps which give approx. 30% more light output for the same

watts consumed and therefore require less nos. of fixtures and corresponding lower point wiring costs.

All cables shall be de-rated to avoid heating during use. This also indirectly reduces losses and improves

reliability.

Applicable equipments shall be of star rating.

B. HVAC

Air–conditioning & ventilation system design shall be well equipped with energy conservation features to

reduce energy consumption and operating costs where economically feasible, generally as follows:

High COP (Low IKW / TR) Water chilling machines.

Variable speed secondary with by-pass arrangement chilled water distribution system for building

Energy efficient motors for large ventilation fan motors.

Selection of highly efficient fans for ventilation system.

Cooling tower selection for minimum drift and noise level; energy efficient motors.

Central Air-Conditioning System

This option is ideally suited for buildings with air-conditioning load greater than 150-200 TR. Several energy

conservation options like use of variable speed drive with by-pass arrangements on pumps/AHUs/cooling

towers as well as interface is possible through Building Automation System for most energy efficient operation.

Lastly, central system has lowest power consumption amongst its contemporaries and no compromise is made

on Indoor Air Quality.

C. Plumbing & Fire Fighting

1. Fixed speed Hydro-pneumatic Water Transfer system.

2. Pumps & equipment selected on “best” energy efficiency point.




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

To provide power back-up facilities to the apartments, 1 DG set of 500 KVA, 6 DG set of 750 KVA, 5 DG set of

1000 KVA, 1 DG set of 1250 KVA, 1 DG set of 1500 KVA, and 11 DG set of 2500 KVA will be required. As per

CPCB norms the DG set have to be installed with acoustic enclosure and adequate stack height.

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its

characteristics related to both short wave and long wave radiation?

Self-reflective glass will be used in the proposed project. These glass panes will have high light transmission,

but low solar heat inflow. This will reduce the quantity of heat flowing into the building, lesser cooling load on air-

conditioners and induce energy saving.

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

made in the proposed project?

Usages of solar power for auxiliary power requirement have been proposed. 20% of total external lights shall be

on solar power. The architecture design for project carefully weaves in its vocabulary elements.

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

considered the use of street lighting, emergency lighting and solar hot water systems for use in the

building complex? Substantiate with details.

Yes, 20% of total external lights shall be on solar power.

9.6 Is shading effectively used to reduce cooling/heating loads? What principles have been used to

maximize the shading of Walls on the East and the West and the Roof? How much energy saving has

been effected?

Yes. Please refer the explanation given in 9.4.

9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical systems?

Provide technical details. Provide details of the transformers and motor efficiencies, lighting intensity

and air-conditioning load assumptions? Are you using CFC and HCFC free chillers?

Yes, please refer the explanation given in 9.1

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

assessment on the likely impacts of the proposed construction on creation of heat island & inversion

effects?

Not applicable.

9.9 What are the thermal characteristics of the building envelope? (a) roof; (b) external walls; and (c)

fenestration? Give details of the material used and the U-values or the R values of the individual




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components.

Thermal characteristics of the materials used for building envelop v.i.z, roof, external walls, fenestration will be

provided in accordance with energy conservation building Code 2006.

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

emergency plans

The fire and safety consideration will be as per the applicable National Building Code of India. Important

component are mentioned below.

Provision of water sprinklers

Provision of hose reels, external hydrants and wet risers

Provision of firefighting underground water storage tank,

Provision of overhead water storage tank on the building,

There is provision of firefighting pumps

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

thermal characteristics

Self-reflective glass will be used in the proposed project. These glass panes will have high light transmission,

but low solar heat inflow. This will reduce the quantity of heat flowing into the building, lesser cooling load on air-

conditioners and induce energy saving.

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

effects of infiltration

All care towards improving energy efficiency due to poor rate of infiltration will be taken while designing the

building w.r.t to its envelope to ensure enough air circulation around the building by natural wind movement.

NBC and ECBC guidelines/specifications will be adhered to mitigate the effect of air infiltration.

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

consumption? Provide details of the renewable energy technologies used

The proposed construction activities will consider every aspect of the recommendations of the Energy

Conservation Building Code, 2006 and best energy management practices towards efficient use of all

conventional and non-conventional energy. Some of the measures being considered to minimize pressure on

energy sources are:




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Minimizing idling of construction equipment and vehicles

Recycling of construction material to the extent possible

Efficient scheduling of construction machinery / equipment

20% of total External lights shall be on solar power

Use of energy-efficient lighting;

Judicious use of freshwater

Use of treated wastewater for irrigation, cooling tower.

1100.. EENNVVIIRROONNMMEENNTT MMAANNAAGGEEMMEENNTT PPLLAANN

The Environmental Management Plan consists of a set of mitigation measures, to be taken during the

construction and operation phase of the project to eliminate adverse environmental impacts, and offset them or

reduce them to acceptable levels. The present Environmental Management Plan addresses the components of

environmentally affected areas during construction and operation of the project and by the different activities

forming part of the processes.

In the process of project planning, an EMP needs to be formulated to ensure that resources are used with

maximum efficiency, waste is minimized, residuals are treated adequately and products are recovered and

recycled to the maximum extent possible. The overall strategy should not be to cut down pollution control costs

but should result in savings in the cost of operation.

Welfare Associations, formed by the participation of people in the proposed project, can greatly

assist in proper management of project. The committee can educate Residential complex

stakeholders regarding rules and regulation formed by the committee. This can help achieve

sustainable development, increased standards of living and also maintain ecological balance in the proposed

project.

CCOOMMPPOONNEENNTT OOFF EEMMPP

The key benefits of the EMP are that it provides the organization with means of managing its environmental

performance thereby allowing it to contribute to improved environmental quality. The other benefits include cost

control and improved relations with the stakeholders. EMP includes four major elements;




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Commitment & Policy: The project management will strive to provide and implement the

Environmental Management Plan that incorporates all issues related to environment and social

parameters.

Planning: This includes identification of environmental impacts, legal requirements and setting

environmental objectives.

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

contractors, training of staff associated with environmental control facilities and documentation of

measures to be taken.

Measurement & Evaluation: This includes monitoring, corrective actions, and record keeping.

IINNSSTTIITTUUTTIIOONNAALL AARRRRAANNGGEEMMEENNTTSS

A separate environment management cell comprising of a team of experienced and qualified personnel

reporting to a very senior level executive preferably an environmental engineer is proposed. He will be assisted

by well-trained staff comprising of environmental and safety specialists.

Staff will be trained for environment control measures like air, water quality monitoring, solid waste

management, noise abatement etc. Staff would also be trained to operate STP and other pollution control

equipment at optimum efficiency. Environmental Management cell will also monitor and analyze the various

environmental parameters as per regulatory requirement.

The responsibilities for undertaking specific activities at design, construction and operation stages are listed in

Table 1.30

Table 1-30: Responsibilities of Different Organizations

Project Stage Responsible

Organization Responsibilities

Participatory

design

Project Consultants

Minimize non-avoidable losses by specifying mitigation and

enhancement measures for engineering design, bid & contract

documents, non-structure program plans & periodic

implementation plans

Project Management Review and approve environmental mitigation measures

Construction Contractors Implement required environmental measures




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Project Stage Responsible

Organization Responsibilities

Phase Project management

Supervise contractors & service providers for implementation of

EMP and enforce contractual requirements

Project Engineers Monitor and report environmental indicators

Operation Project management Provide budget to undertake environmental monitoring

Environment Consultant Carry out environmental monitoring and reporting

MMIITTIIGGAATTIIOONN MMEEAASSUURREESS

TTEECCHHNNOOLLOOGGIICCAALL PPRROOVVIISSIIOONNSS

In order to ensure that pollution levels comply with all the stipulated environment norms, various state-of-the-art

pollution control systems and conservation / enhancement system have been installed to control pollution. While

deciding the appropriate measures for the project, the proponent integrated many environmental provisions into

the project design. Some of the technological provisions as proposed for the project to reduce the project

pollution load are listed below.

STP with FAB technology to reduce the waste water and meeting the regulatory standards for

discharge.

Provision of acoustic enclosure for all the noise generating equipments and machineries.

Provision of adequate stack height for DG Set for wide dispersion of the plumes.

Grassing of unpaved areas to reduce Heat Island Effect.

Provision of energy conservative electrical equipment and construction material for efficient use of

energy.

Rain water harvesting to replenish the water table of the area.

Adoption and Implementation of New Technologies in Earthquake Resistant Design of buildings (as per

the Uttar Pradesh State Disaster Management Plan for Earthquake, 2010). The buildings have been




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constructed as per earthquake resistance provisions of the state, which include the following 2, since the

project site falls under earth quake high damage zone (risk zone IV):

IS 1893 (Part 1): 2002 ‘Criteria for Earthquake Resistant Design of Structures’

IS 4326:1993 ‘Earthquake Resistant Design and Construction of Buildings – Code of Practice’

IS 13920: 1993 ‘Ductile Detailing of Reinforced Concrete Structures subjected to Seismic

Forces-Code of Practice’

SSOOIILL QQUUAALLIITTYY

Construction Phase

The earth stockpiles will be provided with gentle slopes to prevent soil erosion. Drains and detention basins will

be provided to collect the surface runoff. Turfing will be commenced prior to the monsoons over the proposed

green areas. Regular watering and maintenance will be undertaken to ensure green cover restoration of the

area.

To avoid soil compaction along the transportation routes and parking spaces, only identified haulage roads will

be used for transportation. During the transportation of construction materials, vehicle parking shall not be done

on the sides of the road over the green areas. At the maintenance and fueling station for vehicles,

contamination of soil from oil and lubricants will be avoided through following practices-

Storage of petroleum products on impervious floor to avoid soil contamination

Spillages will be wiped with cloth

Used lubricants will be collected and recycled

Fuel storage and refueling will be located away from storm water drains

Construction vehicles and equipment will be properly maintained

2 Source: Uttar Pradesh State Disaster Management Plan for Earthquake 2010;

http://rahat.up.nic.in/sdmplan/Earthquake/Earthquake_Plan05March4pm.2010.pdf




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Constructional wastes will be collected and stored at designated places and will be used in

constructional activities and landscaping to the extent possible

Operation Phase

Plantation Soil improving plants (Nitrogen fixing, rapidly decomposable leaf litter) in green area will be done.

Regular maintenance of the planted trees will be carried out to maintain the green cover as planned. Good

housekeeping practices should be followed. Garbage will not be dumped in the open areas but stored and

disposed off only as per proposed plan.

AAIIRR QQUUAALLIITTYY

Construction Phase

Fugitive Dust Emission: All dust producing construction materials will be transported in covered trucks

only. Water will be sprayed in the cement and earth mixing sites as well as after compaction. In dust

areas, workers should be provided and encouraged to use nose masks. The concrete mixing plants

shall be located at appropriate distance from the residential areas.

Gaseous Emission: Periodic emissions check for equipments and machineries shall be carried out.

Regular maintenance, servicing of the vehicles and periodic emission check for equipment and

machinery shall be carried out in conformity with the Central Motor Vehicles Rules, 1989.

Operational Phase

To mitigate the impact of pollutants from diesel generator sets and vehicular traffic during the operational phase

of the site the following measures are recommended for implementation:

D.G set air pollution control measures: As regards D.G. Sets emission are concerned, the most

important pollutant requiring further control is NOx as impact of SO2 emission is minimal because of the

use of very less (~0.001%) Sulphur in diesel as fuel.

Vehicle emission controls and alternatives: For vehicles, adequate space for smooth movement and

parking shall be provided at the proposed site to avoid any congestion and idling state emissions.

Water sprinkling on road to suppress the fugitive dust from vehicle movement.

Greenbelt development: Increasing vegetation in the form of greenbelt is one of the preferred

methods to mitigate air pollution as plants generate oxygen, serve as a sink for pollutants, and also

check flow of dust and reduce noise pollution. Species to be used for Air Pollution Abatement is given in

table 1.31. Only local species of plant are to be used.




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Table 1-31: Species to be used for Air Pollution Abatement via Greenbelt

Development

General Pollution Abatement

Air Pollution Attenuation Dust Absorbers

Teak Aam Ficus glomerata (Guler) Azadiarchta indica (Neem)

Shisham Karanj Terminalia tomentosa (Asan) Melia azaderach (Mahaneem)

Palash Imli Acacaia auriculiformis (Babul)

Butea monosperma (Palash)

Neem Baheda Polyalthia longifolia (Debdaru)

Cassia fistula (Amaltas)

Amaltas Harda

Ficus benghalensis (Banyan) Bauhinia variegata (Kachnar)

Kachnar Saj

Mangifera indica (Aam) Terminalia arjuna (Arjun)

Subabul Mohua Nerium odorata (Kaner)

WWAATTEERR QQUUAALLIITTYY

Construction Phase

The maximum expected sewage generation during construction phase is 1,918 KLD. The construction camps

will be provided with septic tanks along with Soak Pits for collection and treatment of sewage. No sewage will

be discharged into the Surface Water bodies. During the construction phase, runoff from the construction site

shall not be allowed to stand (water logging) or enter into the roadside or nearby drain. The open drains carrying

waste water shall be covered with concrete slabs to prevent the dust fall due to wind erosion and shall be

collected in cemented trenches for reutilization to a greater extent.

Operational Phase

Rain Water Harvesting: Rain water harvesting will be carried out in order to replenish the ground water

aquifers and creating surface storages for utilization during non-rainy season. The rain water from roof top

and open area will be passed through oil-cum-sedimentation chamber, and then will be diverted to the rain

water harvesting pits/water bodies created within the campus for recharge of ground water. The rain water

from the open areas will be diverted to RWH pits/water bodies created within the campus. There is

provision of 26 rainwater harvesting pits at selected locations, which will catch the maximum run-off from

the project area.

Ground Water Quality: Rainwater harvesting for optimum utilization of rainwater to recharge the ground

water level / borewell area will be adopted. A well designed storm water network will collect the rain water

from the site area and divert it to the proposed rainwater harvesting pits for recharging the ground water.




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Ground water quality shall be periodically monitored and records shall be reviewed and analyzed on

regular basis.

Sewage Treatment Plant: All wastewaters from the project site will be connected to and will be treated in

the well-designed Sewage Treatment Plant and the treated wastewater will conform to applicable

standards. The STP will be of FAB technology, which is a better alternative to the conventional waste water

treatment plants. Scarcity of open space, geographical network of piping, high power and cost have made

conventional system obsolete. FAB serves as a great space saving and efficient treatment option. The

treated wastewater will be used for flushing, landscaping, road washing, water sprinkling, car washing and

miscellaneous purposes. The proposed capacity of the STP is 3,740 KLD. The treated wastewater will be

used for flushing, landscaping, road washing, water sprinkling, car washing and miscellaneous purposes.

From STP 30,832 kg per day of sludge will be generated, which will be converted into manure.

NNOOIISSEE QQUUAALLIITTYY

Construction Phase

Noise resulting from operation of construction machinery may constitute and additional environmental

stress. Arrangement shall be made to provide noise pollution status of the proposed site during construction

phase. In case a source is found making significantly higher noise, immediate action shall be taken to bring

down its noise to a tolerable limit. Following are the mitigation measures for noise during the construction

phase.

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

daytime operation when the background noise levels are high so that impacts like sleep disturbance during

the night time are avoided.

Provision of Noise Barrier (in accordance with National Building Code 2005): All around the

construction activity area on the site periphery, about 2.5 meter high barrier GI sheet (temporary) shall

restrict the noise impact by about 10 dB(A).

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

equipment as well as transport vehicles, done at regular interval, shall also ensure lower noise emissions.

Occupational & Passive Protection: Workers employed in high noise areas will be rotated.

Earplugs/muffs, or other hearing protective wear will be provided to those working very close to the noise

generating machinery.




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Operational Phase

No noisy sources except DG sets and traffic movement are envisaged at the proposed site. Following activi ties

shall be taken to control the noise pollution:

D.G. sets shall be acoustically treated to attenuate the noise.

Noise barriers in the form of tree envelope and greenbelt to attenuate noise pollution shall be planted

around the site, both sides of the roads and open places.

Good metaled and wide roads shall be provided at the site and shall be well maintained for smooth flow of traffic.

Monitoring of noise levels shall be carried out regularly to ensure that noise level does not exceed permissible

standards.

The following species can be used as in a greenbelt to serve as noise breakers:

Table 1-32: Species to serve as noise breaker

Sr. No. Scientific Name Common Name

1 Tectona grandis Teak

2 Butea monosperma Palash

3 Leucana leucocephala Subabual

4 Mangifera indica Aam

5 Dalbergia Sissoo Shisham

6 Saraca Indica Asoka

WWAASSTTEE MMAANNAAGGEEMMEENNTT

Construction Phase

Construction debris is bulky and heavy and re-utilization and recycling is an important strategy for management

of such waste. As concrete and masonry constitute the majority of waste generated, recycling of this waste by

conversion to aggregate can offer benefits of reduced landfill space and reduced extraction of raw material for

new construction activity. This is particularly applicable to the proposed project site as the construction is to be

completed in a phased manner. Recycled aggregate will be used for filler application, and as sub -base for road

construction. Mixed debris with high gypsum, plaster, shall not be used as fill, as they are highly susceptible to

contamination, and will be given to recyclers. Metal scrap from structural steel, piping, concrete reinforcement

and sheet metal work shall be removed from the site by construction contractors. A significant portion of wood

scrap can be reused on site. Recyclable wastes such as plastics, glass fiber insulation, roofing etc shall be sold

to recyclers. Plastic wastes will be used for road construction.






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Operation Phase

It is suggested that twin bin waste collection system – green bins for bio-degradable wastes and blue bins for

non-biodegradable wastes will be provided. Non-biodegradable waste will further segregated in recyclable and

non-recyclable waste. The recyclable waste will be sold out to the authorized recycling practitioner.

Biodegradable waste will be treated in the organic waste convertor, which is proposed to be constru cted in the

site and the compost will be used as manure. STP sludge is proposed to be used for horticultural purposes as

manure. Horticultural Waste is proposed to be composted and will be used for gardening purposes. Personnel

engaged in the collection, segregation and using organic converter will be trained and demonstrated to make

them proactive and efficient in the solid waste management practices.

Waste collection will be done on a door-door basis by containerized bicycles and temporarily stored at identified

locations till disposal to identified land disposal site. Grass clippings from the mowing of the lawns shall be

collected separately and used as manure after decomposition.

HSD and other petroleum products at site will be stored at earmarked area having impervious floor and

adequate firefighting arrangements. Hazardous wastes as waste oil shall be collected and stored and

periodically sold off to MoEF/ SBCB authorized recyclers. Buy back arrangement shall be made with the

authorized dealer of Lead acid storage batteries used in the D G Sets.

The solid waste generated from the project shall be mainly domestic waste and estimated quantity of the waste

shall be approx. 21,465 kg per day (@ 0.5 kg per capita per day for residents, @ 0.15 kg per capita p er day for

the visitor, 0.25 kg per capita per day for the staff members and landscape wastes @ 15 kg/acre/day).

Bio-medical Waste Management

Bio-medical wastes to be generated from the dispensary, shall be handled as per the Bio-medical wastes

(Management and Handling) Rules, 2003. These wastes shall not be stored or disposed with other municipal

wastes and stored at the facility for no more than 24 hours. The waste from the dispensary will be collected

separately. Separate storage, treatment and disposal facility may also be provided for disposal of bio-medical

waste. Wastes that are deemed potentially infectious may be treated prior to disposal by either disinfecting or

sterilize them. The technologies include steam sterilization (autoclaving), dry heat thermal treatment, chemical

disinfection processes among others. These methods, if properly adopted, may significantly cut down the

infective and harmful properties of the bio-medical waste. The waste after disinfection / sterilization will be

transported to the nearest incineration facility.




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For successful implementation of biomedical waste management plan, training and awareness program is a

vital step to sensitize the personnel regarding the various aspect of biomedical waste management. Basic

training in biomedical waste handling procedures will be provided to all the personnel in services in health

centers. It is estimated that the dispensary in the site will generate 0.5 – 2 kg of waste per day3.

TTRRAAFFFFIICC MMAANNAAGGEEMMEENNTT

Construction Phase

All contractors vehicles engaged in transportation of goods to project site will be strictly instructed to follow

traffic rules. Speed levels will be set for transportation vehicles within the site. Honking will be discouraged. On -

site truck parking will be provided to avoid queuing up of trucks on public roads. During this period proper traffic

management and adequate parking facilities will be provided to mitigate the traffic noise.

Operation Phase

The project complex will have traffic entry/exit directly from the 45m wide road on west, east and south. The

entry / exit points have been marked on the layout plan. The roads of 9 to 12m width are proposed in the

scheme. As per the parking calculations there is requirement of 9,675 ECS parking and as per the state norms

9,571 ECS is requires. Calculation of ECS has been given in Table 1.33. The additional parking to be provided

for the extension is 104.

Table 1-33: Parking Management for Existing & Proposed Building


A. Upper Ground



B. Lower Ground



C. Stilt Area

C-1 Stilt Area 30 -

D. Open Parking


3 Source: Evaluation Of Hazards Of Waste Materials In Clinics And Hospitals : A Research (Uttar Pradesh)

http://nitte.edu.in/journal/September2014/19.pdf




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Total 9,675

Source: Master Plan for Cape Town Project, Supertech Limited

SSOOCCIIAALL EENNVVIIRROONNMMEENNTT

The proposed project is expected to contribute towards uplifting of local people’s quality of life. Supertech

Limited will take adequate steps to get local people into confidence so as to avoid any misconceptions amongst

the locals in future. The following measures are suggested for minimizing the adverse impacts on socio -

economic and human interest:

Communication with the local community shall be institutionalized on regular basis by the project authorities

to provide an opportunity for mutual discussion.

Social welfare activities may be undertaken by the project authorities in collaboration with local

administration, gram panchayat, block development office etc. for better co-ordination.

It is envisaged that upon implementation of community development programmes / welfare measures, project

would lead to increase in subjective quality of life index.

Labour welfare

The workers should be provided with facilities as safe drinking water supply and sanitation means as septic

tanks. They shall also be provided with medical aids at site. Crèches shall also be provided for mothers at work.

It shall also be ensured that the workers are using all the necessary Personal Protective Equipment when at

work. The instruments and equipment to be provided to workers should conform to applicable IS Standards.

EENNVVIIRROONNMMEENNTT EENNHHAANNCCEEMMEENNTT MMEEAASSUURREESS

WWAATTEERR CCOONNSSEERRVVAATTIIOONN

The water conservation measures adopted for the project are as follows.

Installation of STP with 3,740 KLD capacity to maximum reuse of the waste water (Reuse upto 80% of

waste water)

Use of treated waste water in horticulture, cooling and flushing purpose.

Water consumption @ 86 lpcd in place of 135 lpcd.




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EENNEERRGGYY CCOONNSSEERRVVAATTIIOONN MMEEAASSUURREESS

Energy conservation program will be implemented through measures taken both on energy demand and supply

sides. Energy conservation will be one of the focuses during the project planning and operation stages. The

conservation efforts would consist of the following.

Architectural Design

Public areas will be cooled by natural ventilation as opposed to air conditioning.

Maximization of use of natural lighting through building design.

Passive solar cooling, utilizing building shading through overhangs.

Minimize environmental impacts of operations as by strict adherence to the EMP.

Initiate environmental monitoring as per approved schedule.

Review and interpretation of monitored results and corrective measures in case monitored results are

above the specified limit.

Maintain documentation of good environmental practices and applicable environmental laws as ready

reference.

Maintain environmental related records.

Coordination with regulatory agencies, external consultants, monitoring laboratories.

Maintain of log of public complaints and the action taken.

Energy Saving Practices and Behavioral change on consumption:

Promoting use of Solar Water Heating.

Use of energy efficient appliances.

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

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

Use of LED and low voltage lighting.




A

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PPRROOPPOONNEENNTT



Sunscreen films on windows to reduce heating inside buildings.

Promoting residents awareness on energy consumption.

Training staff on methods of energy conservation and to be vigilant to such opportunities.

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

load.

CFL, LEDs and T-5 lamps will be used.

50% street lighting will be powered by solar lighting. LEDs will be used in place of sodium lamps.

The DG sets will be automatically controlled to optimize the usage based on the actual load

requirement at any given time. These measures will effectively cut down the electricity/ diesel

consumption.

GGRREEEENNBBEELLTT

The selection of plant species for the development depends on various factors such as climate, elevation and

soil. The list of plant species, which can be suitably planted, and having significant importance are provided in

Table 1.34. The plants should exhibit the following desirable characteristic in order to be selected for plantation.

Criteria for Selection of Species

The plant species suitable for greenbelt development need to be selected based on the following criteria:

i. The species should be fast growing and providing optimum penetrability.

ii. The species should be wind-firm and deep rooted.

iii. The species should form a dense canopy.

iv. As far as possible, the species should be indigenous and locally available

v. Species tolerance to air pollutants like SPM, SO2 and NOx should be preferred.

vi. The species should be permeable to help create air turbulence and mixing within the belt.

vii. There should be no large gaps for the air to spill through.

viii. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces.

ix. Ability to withstand conditions like inundation and drought.

x. Soil improving plants (Nitrogen fixing, rapidly decomposable leaf litter).

xi. Attractive appearance with good flowering and fruit bearing.




A

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xii. Bird and insect attracting tree species.

xiii. Sustainable green cover with minimal maintenance

Species for Greenbelt Development

Species for air pollution abatement via green area development are given in Table 1.34

Table 1-34: List of Plant Species to be planted in the Green Area

S. No. Scientific Name Standard Name Time when flowering/Fruiting Occurs

1 Ailanthus excelsa Maharuk January- March 2 Albizia labbeck Sirish January- March 3 Alibizia procera Safed Sirish January- March 4 Alstonia scholaris Chitwan January- April 5 Anthocephalus cadamba Kadamb August-October 6 Azadirachta indica Neem June-July 7 Bauhinia variegate Kanchan May-June 8 Butea monosperma Palash February-April 9 Cassia Fistula Amaltas March-June

10 Emblica officinalis Amla January 11 Erythurina indica Dadap July-August 12 Delonex Ragia Gulmohar February-June 13 Mangifera indica Aam April-July 14 Nyctanthes arbortristis Harsingar Throughout the year 15 Peltophorum petrocarpurn Copper pod/Flame

Yellow tree December-May

16 Pongamia pinnata Karanj February-May 17 Spathodea campamulata Pugtoora (African Tulip) January- March 18 Syzyginum curnint Jamun June-July 19 Tamarindus indica Imli March-April 20 Terminalia arjuna Arjun April-July 21 Ceiba Petandra Samal April-July

CCOORRPPOORRAATTEE SSOOCCIIAALL RREESSPPOONNSSIIBBIILLIITTYY

CSR will be carried out in line with the stipulated Guidelines of Ministry of Environment & Forests, Govt. of India

focusing on education, health and sanitation. 2% of the project will be earmarked for social and infrastructure

development of the region. The CSR plan will be finalised by in consultation with regulatory authority. The broad

areas of intervention are listed below:

IINNFFRRAASSTTRRUUCCTTUURREE CCRREEAATTIIOONN

Drinking Water Infrastructure:




A

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PPRROOPPOONNEENNTT



o Promotion of Water treatment plants and supply of drinking water to neighboring villages

Sanitation Facilities:

o Construction of closed drainage lines with proper disposal facilities.

o Material support for construction of individual toilets.

Other infrastructure:

o Street lights provision

EEDDUUCCAATTIIOONN PPRROOGGRRAAMMMMEE

Provision of individual kits (bags, uniform) in open forum along with Govt. enrolment drive

Focus more on enrolment of girls

Develop volunteers to provide extra tuitions after school hours

Promote science and maths clubs in schools

HHEEAALLTTHH PPRROOGGRRAAMMMMEE

Revamping of existing health infrastructure and providing support

Provision of free basic medicines

Focus more on awareness related to infant and maternity care.

Organizing Health and Eye check-up camp

LLIIVVEELLIIHHOOOODD PPRROOGGRRAAMMMMEE

Fodder plots need to be developed to encourage fodder purchase locally. This would also give

additional income to some groups.

Along with vocational training, business development courses for youth need to be conducted. They

should be supported to access bank loan/govt schemes for setting up their own enterprise and/or also

provided with job counseling services.

EENNVVIIRROONNMMEENNTT MMAANNAAGGEEMMEENNTT CCOOSSTT

Proposed project involves the civil works including road construction, fencing, drainage, site leveling, other fixed

Assets (in Cr) etc. Project cost of Rs. 1382.19 crore has been estimated and listed in Table 1.36

All costs involved in Environmental Mitigating measures and Management to be put on the account proposed

project is summarized in Table 1.35

Table 1-35: Cost of Environment Management Plan

Item Fixed Cost (INR in lakhs)

Annual Recurring Cost Per Annum (INR in lakhs)

Project Details

Rain water harvesting @ INR 18,500/ha.

3.87 0.08 Plot area in ha.: 20.93

Commented [S5]: 2011.30 Crores




A

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Item Fixed Cost (INR in lakhs)

Annual Recurring Cost Per Annum (INR in lakhs)

Project Details

Sewage treatment plant 299.28 37.41 STP capacity: 3740 KLD

Green belt development @ INR 3 lacs /ha

24.30 0.49 Green area to be developed: 8.1 ha.

Waste Management

Waste generated: 33 tonnes per day

Organic Waste Convertor (INR 18 lakh/m. Tonne)

594.00 11.88

Collection, disposal etc. (Rs. 500 to Rs.1500 per ton)

0.50 0.05

Monitoring Cost - 20.00

Environmental – Awareness / Training Programme, Health and Safety measures

15.00 3.00

Total EMP Cost 936.95 72.90

CSR Cost @ 2% of project cost

276.43 Cr

Table 1-36: Project Cost

S.No Cost (in Cr)

Construction Cost 1290.04

Other fixed Assets (in Cr) 92.15

Total Project Cost (In Cr ) 1382.19



PPRROOJJEECCTT PPRROOPPOONNEENNTT:: MM//SS SSUUPPEERRTTEECCHH LLIIMMIITTEEDD..

Page

1 of 23 EENNVVIIRROONNMMEENNTT CCOONNSSUULLTTAANNTT::

GGRREEEENNCCIINNDDIIAA CCOONNSSUULLTTIINNGG PPVVTT.. LLTTDD..

CCOONNCCEEPPTTUUAALL PPLLAANN IINNTTRROODDUUCCTTIIOONN

Supertech Group, founded in 1988, has set new trends and benchmarks of architectural

excellence in the contemporary global scenario. An ISO 9001:2000 certified company; Supertech

has successfully completed 20 years in real estate business and today it has revolutionized the

real estate arena. Supertech Group has already converted more than 33 million sq. ft. area of

residential and commercial entity into architectural landmarks and more than 36 projects that

accommodates nearly 30000 families. Its various projects viz. Residential & Commercial

Townships, Shopping Malls, Hotels and IT Parks have either completed or about to complete

TTYYPPEE OOFF PPRROOJJEECCTT

The project is an expansion project and SEIAA, UP issued the Environmental Clearance to the

Cape Town project which is located at Sector 74, plot no, GH-01, Noida, Uttar Pradesh cover total

plot area of 200000 m2 and built-up area of 777870.93 m2, vide letter no. 831 Parya

/SEAC/2011/TA(M) dated 24/04/2013 which is enclosed as Annex-1 Due to the increased of FAR

@3.64, the built-up area will increase to 12,60,441.67 m2.

At present 777870.93 m2 Built-up area is under Construction. The project is being developed a

residential complex namely “Cape town” hence land use is being changed. Site comes under

Master Plan of Noida designated to develop a residential complex. The construction of buildings

shall be done as per approved building plan by the Noida Development Authority. Total plot area

for the project will change as, 2,10,588.47 m2 (21.0 hectares), only FAR will increase to 3.675

from 2.62 and accordingly built-up area up to 12,60,441.67 m2. This Residential complex will now

consists of 8635 no of dwelling units to accommodate 40,122 residents.

The project is a construction project falls under A of Township and area development Project (As

per EIA notification dated 14th September 2006 and amended to the date) and involves

environmental clearance on the basis of Form 1, Conceptual plan and EIA Report. This project is

independent and does not link with other projects which attracts directly or indirectly any

provisions of schedule of EIA notification 2006 amended to date.

AA CCOONNCCEEPPTTUUAALL PPLLAANN

((AASS PPEERR EENNVVIIRROONNMMEENNTT IIMMPPAACCTT AASSSSEESSSSMMEENNTT NNOOTTIIFFIICCAATTIIOONN,, 22000066 AAMMEENNDDEEDD TTOO DDAATTEE))


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LLOOCCAATTIIOONN && LLIINNKKAAGGEESS The project site is located at Sector 74, plot no, GH-01, Noida, Uttar Pradesh. The site is located

within well developed area of Noida such as Residential complex, and new developing colony.

Latitude and Longitude for the project site are given in Table No. 1. The proposed location is

about 9 km from Ghaziabad Railway Station (NNE) & 18 km from Safdarjung Airport (W). The

surrounding features of the project site are presented in Table 2.

Table 1: Latitude and Longitude of the Project Site

S. No. Latitude Longitude A 28° 34′ 19.03″ N 77° 23′ 12.55″ E

B 28° 34′ 35.42″ N 77° 23′ 11.62″ E

C 28° 34′ 40.55″ N 77° 23′ 19.87″ E

D 28° 34′ 38.83″ N 77° 23′ 19.87″ E

E 28° 34′ 26.93″ N 77° 23′ 34.96″ E

F 28° 34′ 26.07″ N 77° 23′ 23.07″ E

Source: GPS data during Site visit by GCPL Team

Table 2: Surrounding Features of the Project Site

S.No. Accessibility Description Distance & Direction

1. Highway/ Road/ Kacha Rasta

1. NH-24 2. Noida Greater Noida Link

Road

7 km (NNW) 2 km (NW)

2. Railway Station 1. Ghaziabad 2. Anand Vihar

9 .0 km (NNE) 11 km (NW)

3. Airport 1. Safdarjung Airport 18 km (W)

S.No. Surrounding Features Description Distance & Direction

1. Hospitals 1. Fortis Hospital 2. ICARE Hospital 3. Lal Bahadur Hospital 4. Paras Hospital

5 km (NNW) 6 km (NNW) 9 km (WNW) 9 km (NW)

2. Institutional Buildings 1. Global Indian international School

2. Sapphire International school 3. College of engineering &

technology 4. Indraprastha Academy of

Science & engineering

2 .0 km (NW) 2.3 km (NNW) 4.5 km (NW) 5 Km (NNW)

3. Community Facilities 1. Shopprix Mall 2. Indian Overseas Bank ATM 3. ISKON Mandir Noida 4. Bank of India

3 Km WSW 3 Km WSW 2 Km (WSW) 4 km NW




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5. Mayor Vihar Bus Stop 2 Km WSW 6 Km NW

4. Settlements/ Habitat 1. Sarfabad Village 2. AIMS Golf Club 3. Gardenia gateway 4. Amrapali Zodiac

1.2 km (NNW) 1 km (NW) 0.8 km (WSW) 1.3 km (NNE)

5. Water Courses 1. Yamuna River 2. Hindon River

7 km (W) 2 Km (E)

Source: Satellite Imagery of Project Area, Google earth Inc, USA

SSIITTEE SSEELLEECCTTIIOONN && AALLTTEERRNNAATTIIVVEESS

The project is an expansion project and got the Environmental Clearance from SEIAA, UP vide

letter no. 831 Parya/SEAC/2011/TA(M) dated 24/04/2013. Now project get extra FAR @3.67

hence built-up areas will increase to 12,60,441.67 m2 accordingly moreover, site is earmarked for

residential development as per Noida Development Authority. Hence no alternate site is proposed

for this project as the project proponent is applying only for revision/ modification in Environmental

Clearance.

PPRROOJJEECCTT MMAAGGNNIITTUUDDEE

Total plot area of the project is 200000 m2 with built-up of 777870.93 m2 on which Environmental

Clearance has already been granted. Now additional FAR has been allotted to the project hence

built-up area will be increased to 12,60,441.67 m2 with total 46 nos. of tower with 8,635 nos. of

dwelling units and 22 nos. of Villas, approx. 40122 residents will be accommodated.

Development of greenbelt has been planned over an area of 80888.58 m2. Adequate services

such as storm water drainage network, water supply, power supply and power backup will also be

provided with this development.

DDEESSCCRRIIPPTTIIOONN OOFF TTHHEE PPRROOJJEECCTT

The proposed Project is a Residential Complex. The total plot area is 20.9 hectares (209271.47

m2). At present 777870.93 m2 built-up area is under develop. The break-up of existing and

proposed land use are given below in Table 3.

Commented [S1]: Plot area is 2,10,588.47 sqm




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Table 3: Land use of Existing & Proposed Project

Project Expansion of Residential Complex “Cape town” At Plot no. GH-01, Sector-74, Noida, Uttar Pradesh

Description Previous Details Revised Details Additional

Plot Area (m2) 2,00000 2,10,588.47 10,588.47

Built up Area (m2) 7,77,870.93 12,60,441.67 4,82,570.74

Ground Coverage (m2) 44,114.73 51,486.27 7,371.54

Landscape area (m2) 78,079.23 80,888.58 2,809.35

Road & open Parking(m2)

77,806.04 78,213.62 407.58

FAR Area (m2) 5,49,656.17 7,73,823.18 2,24,167.01

Non FAR Area (m2) 2,28,214.76 4,86,618.49 2,58,403.7

Dwelling Units 7,185 8,635 1,450

Proposed Parking (ECS)

8,534 9,675 1,141

Source: Supertech Ltd

WWAATTEERR CCOONNSSUUMMPPTTIIOONN

a) Construction Phase: Water will be sourced primarily through private tankers arranged by the

contractor. It is estimated that water demand during the construction will be 2401.5 KLD. The

waste water generation will be 1909 KLD. The detail of water requirement is given below in

Table 4.

S. NO. Table 4: Water Requirement during Construction Phase

S. No.

Water Use Unit Quantity No. of

Persons/Area

Fresh Water (KLD)

Treated Water (KLD)

Total Water

Demand (KLD)

A Domestic Usage

A-1 Flushing LPCD 26 250 - 6.5 6.5

A-2 Miscellaneous LPCD 60 250 15 0 15

Sub-Total (a+b) 86 250 15 6.5 21.5 B Construction

activities Litre 1.57 1260441.7 0 1978.9 1978.9




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C Landscaping activities

Litre 5 80225.06 0 401.1 401.1

Total Water Demand 15 2386.5 2401.5 Source: (i) Supertech Ltd. (ii) Manual on norms and standards for environment clearance of large construction projects, Ministry of Environment and Forests, Government of India (iii) National Building Code of India, 2005, Bureau of Indian Standards, New Delhi

b) Operation Phase: It is estimated that the total water demand during the operation phase

will be 4028.0 KLD. The fresh water requirement is calculated to 2707.3 KLD, whereas

treated water in the tune of 1320.7KLD will be used for flushing, horticulture and

miscellaneous purpose. The fresh water demand will be met by the Municipal Water

Supply. Water and treated water will be met by STP capacity of 3740 KLD, installed at the

site. The water requirement for the proposed project is given below in Table 5.

Table 5: Water Requirement during Operation Phase

S. No.


Litre Per m2)

Population/ Area

(m2)

Fresh Water (KLD)

Treated Water (KLD)

Water Requireme

nt (KLD)

A Domestic Activities

A-1 Drinking 7 40122 280.9 0 280.9

A-2 Bathing 20 40122 802.4 0 802.4

A-3 Flushing 21 40122 0.0 842.6 842.6

A-4 Washing 15 40122 601.8 0 601.8

A-5 Miscellaneous 23 40122 922.8 0.0 922.8

Sub-Total A 86 - 2607.9 842.6 3450.5

B Visitors

B-1 Flushing 5 4012 0 20.1 20.1

B-2 Miscellaneous 10 4012 40.1 0 40.1

Sub-Total B 15 - 40.1 20.1 60.2

C Service Staff

C-1 Flushing 20 2006 0.0 40.1 40.1

C-2 Drinking 10 2006 20.1 0.0 20.1

Sub-Total C 30 - 20.1 40.1 60.2

D Commercial 30 41 0.9 0.4 1.2

E Community Facilities 30 1043 21.9 9.4 31.3

F Nursery School Creche

30 602 12.6 5.4 18.1

G Milk Booth 30 43 0.9 0.4 1.3

H Religious Building 30 138 2.9 1.2 4.1

I Horticulture 5 80225.06 0 401.1 401.1




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S. No.


Litre Per m2)

Population/ Area

(m2)

Fresh Water (KLD)

Treated Water (KLD)

Water Requireme

nt (KLD)

Total Water Demand in KLD 2707.3 1320.0 4028.0

J FIRE FIGHTING (One time requirement)

15 40122 0 601.8 601.8

Source: (i) Supertech Ltd. (ii) Manual on norms and standards for environment clearance of large construction projects, Ministry of Environment and Forests, Government of India (iii) National Building Code of India, 2005, Bureau of Indian Standards, New Delhi

Figure 1: Water Balance Diagram for non-monsoon season




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Figure 2: Water Balance Diagram for monsoon season

Distribution System

Water distribution for domestic and flushing water supply for the Office shall be through gravity feed

system. Water distribution for domestic water supply for the Office shall be designed on principle of

zoning to ensure availability of minimal residual pressure 1.5 bar at all user outlets. Domestic and

flushing water tanks at the terrace level will be receiving water through underground water tank in

house with in the building respectively to transfer the water for fill overhead water tank. Further booster

pumps for domestic water supply shall be installed on terrace to feed top two floors. Underground water

storage tank and pump room, water treatment plant, transfer pumps shall be proposed in utility

basement.




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WWAASSTTEEWWAATTEERR TTRREEAATTMMEENNTT && DDIISSPPOOSSAALL

Construction Phase: Approx. 1909 KLD of wastewater will be generated during construction phase.

The disposal of domestic wastewater will be done in septic tanks with soak pits.

Operation Phase: During operation phase treated water in the tune of 1320.7KLD will be used for

flushing, horticulture and miscellaneous purpose. The fresh water demand will be met by the Municipal

Water Supply. Water and treated water will be met by STP capacity of 3740 KLD, installed at the site.

Details of wastewater generation from various activities are summarized in Table 6.

Table 6: Wastewater Generated from Proposed Project

Waste Water Generation

PARAMETERS UNIT WATER CONSUMPTION

WASTEWATER GENERATION STP (PROPOSED)

FRESH TREATED FRESH TREATED TOTAL

80% 90%

Domestic KLD 2607.9 842.6 2086.3 758.3 2844.6

3740

Visitors KLD 40.1 20.1 32.1 18.1 50.2

Service staff KLD 20.1 40.1 16.0 36.1 52.2

Commercial KLD 0.9 0.4 0.7 0.3 1.0


KLD 21.9 9.4 17.5 8.4 26.0

Nursery School Creche

KLD 12.6 5.4 10.1 4.9 15.0

Milk Booth KLD 0.9 0.4 0.7 0.3 1.1

Religious Building

KLD 2.9 1.2 2.3 1.1 3.4

Total in KLD 2707.3 919.6 2165.7 827.5 2993.2 Source: Supertech Limited

Sewage Treatment Plant:

Approx. 2993.4 KLD wastewater will be generated from the complex which will be treated in in-house

STP of 3740 KLD capacity. All the treated water will reuse in various activities within the complex. For

better treatment, Fluidized Aerobic Bio Reactor (FAB) Technology is proposed.




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SSEEWWAAGGEE TTRREEAATTMMEENNTT TTEECCHHNNOOLLOOGGYY

SSEEWWAAGGEE SSYYSSTTEEMM ((FFAABB TTEECCHHNNOOLLOOGGYY))

An external sewage network shall collect the sewage from all units, and flow by gravity to the proposed

sewage treatment plant.

Following are the benefits of providing the Sewage Treatment Plant in the present circumstances:

Reduced net daily water requirements, source for Horticultural purposes by utilization of the

treated waste water.

Reduced dependence on the public utilities for water supply and sewerage systems.

Sludge generated from the Sewage Treatment Plant shall be rich in organic content and an

excellent fertilizer for horticultural purposes.

a. WWAASSTTEEWWAATTEERR DDEETTAAIILLSS

(a) Daily load : 3741 KLD

(b) Duration of flow to STP : 24 hours

(c) Temperature : Maximum 32○C

(d) pH : 7 to 9.5

(e) Colour : Mild

(f) T.S.S. (mg/l) : 100-400 mg/l

(g) BOD (mg/l) : 200-300 mg/l

(h) COD (mg/l) : 500-700 mg/l

b. FFIINNAALL DDIISSCCHHAARRGGEE CCHHAARRAACCTTEERRIISSTTIICCSS

(a) pH : 6.5 to 7.5

(b) Oil & Grease : <10 mg/l

(c) B.O.D. : <20 mg/l

(d) C.O.D. : <100 mg/l

(e) Total Suspended Solids : <10 mg/l

TTRREEAATTMMEENNTT TTEECCHHNNOOLLOOGGYY

Fluidized Aerobic Bio Reactor (FAB)

The technology is based on attached growth aerobic treatment followed by clarification by a tube

settler. Lime will be dosed in for suppression of foaming tendencies. The clarified water will be filtered in

a pressure sand filter for removal of unsettled suspended impurities. This water will be passed through

Commented [S2]: How???




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an activated carbon filter for removal of organics. The filtered water from ACF is then ultra violet

treatment ( UV ) & stored in the flushing tank.

The attached growth fluidized aerobic bed reactor (FAB) process combines the biological processes of

attached & suspended growth. It combines submerged fixed film with extended aeration for treatment of

the waste water.

The waste water after screening is collected in an equalization tank. The equalization tank is required

for preventing surges in flow & facilitating equalization of characteristics over the entire quantity of

effluent in a given time. A provision for pre-aeration is made in the equalization tank in order to ensure

mixing & to prevent the sewage from going septic.

The equalized sewage is then pumped into the FAB reactor for biological processing. The water enters

the bottom of the reactor & flows up through the fixed film media which grossly enhances the hydraulic

retention time & provides a large surface area for growth of biological micro – organisms. The FAB

reactor is aerated by fine pore sub – surface diffusers which provide the oxygen for organic removal.

The synthetic media floats on the water & the air agitation ensures good water to micro-organism

contact.

The FAB treatment is an attached growth type biological treatment process where in, the majority of

biological activity takes place on the surface of the PVC media. Continuous aeration ensures aerobic

activity on the surface of the media. Micro – organisms attach themselves on the media & grow into

dense films of a viscous jelly like nature. Waste water passes over this film with dissolved organics

passing into the bio-film due to concentration gradients within the film. Suspended particles & colloid

may get retained on this sticky surface where they are decomposed into soluble products. Oxygen from

the aeration process in the waste water provides oxygen for the aerobic reactions at the bio-film

surface. Waste products from the metabolic processes diffuse outward & get carried away by the waste

water or air currents through the voids of the media.

The aerated effluent passes into a tube deck settler for clarification. The theory of gravity tube settler

system is that the carrier fluid maintains laminar flow in the settling media at specified maximum

viscosity. These two parameters of a carrier fluid, flowing through a hydraulic configuration, will

determine the velocity gradients of the flow, the height of boundary layer at the inclined surface and the

residence time within the media.




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The carrier fluid must be viscous Newtonian, exhibiting a Reynolds number of less than 1000 and

preferably, a number under 400. The laminar flow, through the inclined tubes, will produce velocity

gradients sufficiently large to form an adequate boundary layer, where the velocity of fluid approaches

zero. Boundary layers are necessary in functioning tube settlers, to allow suspended solids to separate

from the viscous carrier fluid. Under gravitational forces, they will settle to the hydraulic surface of the

tube and subsequently from the clarifier media.

Since the tubes are inclined at 60 degrees, solids settled on the tubes are continually discharged down.

This downward rolling action increases particle contact and hence further agglomeration, which

increases the sludge settle ability. Studies show that these agglomerated sludge particles can have a

settling rate in excess of ten times the settling rate of the individual floc particles in the influent. These

heavy agglomerated masses quickly slide down the 60 degree inclined tube and settle at the bottom of

the tank.

At the bottom of the Tube deck, where the sludge leaves the Tube surface, the larger agglomerated

captures smaller particles in the upcoming stream. This solid contact phenomenon greatly enhances

the capture efficiency.

Stages of Treatment: The treatment process consists of the following stages:

Equalization

Bio- Degradation

Clarification & Settling

Filtration

Ultra Violet ( UV) treatment




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Figure 3: Schematic Diagram of STP

SSEEWWEERR SSYYSSTTEEMM

The alignment and slope of the sewer line will follow the road network, drains or natural ground surface

and will be connected to the trunk sewers. The discharge point will be a treatment plant, a pumping

station, a water course or an intercepting sewer. Pumping stations would be provided at places where

the natural slope of the terrain is insufficient to permit gravity flow or the cost of excavation is

uneconomical to do the same.

PPOOWWEERR RREEQQUUIIRREEMMEENNTT

Total power requirement, is 39360 KVA, which will be supplied by UP Power Corporation and Power

back-up for emergency services will be provided by 25 no of DG sets.

1 DG set of 500 KVA, 6 DG set of 750 KVA, 5 DG set of 1000 KVA, 1 DG set of 1250 KVA, 1 DG set of

1500 KVA, and 11 DG set of 2500 KVA will be required. As per CPCB norms the DG set have to be

installed with acoustic enclosure and adequate stack height.

PPAARRKKIINNGG MMAANNAAGGEEMMEENNTT

Since it is a residential complex hence parking provision is one of the important factors of consideration.

Each and every resident will have their own vehicle so optimum parking space will need. On the basis




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of Greater Noida by-law and NBC 2005, parking requirement and respective provision has been

calculated and given in Table no. 7.

Table 7: Parking Management for Existing & Proposed Building


A. Upper Ground



B. Lower Ground



C. Stilt Area

C-1 Stilt Area 30 -

D. Open Parking


Total 9,675 Source: (i) Supertech. Ltd.(ii) Space Standards for Car Parking as per Building Regulations NBC Code 2005.

SSOOLLIIDD WWAASSTTEE MMAANNAAGGEEMMEENNTT

Solid waste would be generated both during the construction as well as during the operation phase.

The solid waste expected to be generated during the construction phase will comprise of excavated

materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be

followed for the management of solid waste:

Construction yards are proposed for storage of construction materials.

The excavated material such as topsoil and stones will be stacked for reuse during later stages

of construction.

Excavated top soil will be stored in temporary constructed soil bank and will be reused for

landscaping of the residential group housing project.

Remaining soil shall be utilized for refilling / road work / rising of site level at locations/ selling to

outside agency for construction of roads etc.




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Solid Waste

Construction

Waste Food Waste

Construction waste,

Broken Bricks,

Waste Plaster

Empty Cement

Bags

Used in re-filling,

raising site level

Reused for

road making

Excavated Soil

Top soil conserved for landscaping,

balance used in re-

filling

As per MSW Rules, 2000

and amended

Rules, 2008

Figure 4: Solid Waste Management Scheme (Construction Phase)

During the operation phase, waste will comprise domestic as well as agricultural waste. The solid waste

generated from the project shall be mainly domestic waste and estimated quantity of the waste shall be

approx. 21465 kg per day (@ 0.5 kg per capita per day for residents, @ 0.15 kg per capita per day for

the visitor, 0.25 kg per capita per day for the staff members and landscape wastes @ 15 kg/acre/day).

Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management

and Handling) Rules, 2000 and amended Rules, 2008.

Table 8: Calculation of Solid Waste Generation

S. No. Category kg per capita per day Waste generated (kg/day)

1. Residents 40122 @ 0.5 kg/day 20061

2. Staff 2006 @ 0.25 kg/day 502

3. Visitors 4012 @ 0.15 kg/day 602




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4. Landscape waste 19.99 acre @ 15 kg/acre/day 300

Total Solid Waste Generated 21465 kg/day

(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering

Organization, Ministry of Urban Development, (Government of India, May 2000)

The solid waste will comprise biodegradable waste e.g. domestic waste, food waste, horticultural waste

etc. and recyclable waste, like plastic, paper etc. Estimated waste calculation is given in Table 8 and for

estimating the quantum of waste following assumptions are taken into consideration.

Adequate number of collection bins separately for biodegradable and non-biodegradable waste

will be provided for Towers as per Municipal Solid Waste (Management and Handling) Rule,

2000.

Private sweepers are generally engaged for handling domestic waste, which collect dustbins

from individual resident and kept at Garbage accumulation area.

All the collection bins shall be properly maintained and cleared on regular basis.

The solid waste will be collected and taken to a separate centralized collection facility

Final segregation of solid waste into biodegradable, non-biodegradable, and inert fraction into

the centralized collection fraction.

Arrangements will be made with authorized agency, for providing the garbage station or

transfer point, where all wastes collected from collection bins shall be disposed off for further

disposal by the authorities.

Table 9: Estimated Quantities of Total Solid Waste Generated during Operation

Phase

Composition of Municipal Solid Waste

Description Percentage by weight (kg/day) Solid Waste Generation (kg/day)

Vegetables, Leaves 40.15 8618.2

Grass 3.8 815.7

Paper 0.81 173.9

Plastic 0.62 133.1

Glass/Ceramics 0.44 94.4

Metal 0.64 137.4



Total 100 21465.0




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Source: Supertech & Manual on Norms & Standards for Environment Clearance of Large Construction

Projects.

Collection and Segregation of waste

1. A door to door collection system will be provided for collection of domestic waste in colored bins from

household units.

2. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-

Degradable waste.

3. Litter bin will also be provided in open areas like parks etc.

Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste will be subjected to organic waste convertor and the compost will be

used as manure.

2. STP sludge is proposed to be used for horticultural purposes as manure.

3. Horticultural Waste is proposed to be composted and will be used for gardening purposes.

Recyclable wastes

i. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure

after decomposition.

ii. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.

Disposal

Recyclable and non-recyclable wastes will be disposed through Govt. approved agency.

Hence, the Municipal Solid Waste Management will be conducted as per the guidelines of

Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. A

Solid waste management Scheme is depicted in the following figure for the residential project.




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Figure 5: Solid Waste Management Scheme (Operation Phase)

Hazardous Waste Management

Used oil from DG sets & Lubricating oil shall be collected in leak poof steel drums & sent to the Spent

Oil storage Site, these drums shall be properly identified with label of what is contained in Hindi &

English. Waste oil shall be given to authorized vendor of CPCB for disposal.

E-Waste Management

E-Waste will be very minimal in this complex as it is a residential complex. However, it will be properly

collected by maintenance staff and then given to approved recyclers of CPCB for recycling on an

annually basis.

Horticultural waste (leaves, grass and vegetative parts) shall be collected at the secured location such

that it shall not hinder daily activity schedule or washed away by the surface run off causing choking of

drains, etc. and will be separately disposed off along with biodegradable waste or dry leaves in green

area itself.

RRAAIINNWWAATTEERR HHAARRVVEESSTTIINNGG

The storm water disposal system for the premises shall be self-sufficient to avoid any

collection/stagnation and flooding of water. The amount of storm water run-off depends upon many

factors such as intensity and duration of precipitation, characteristics of the tributary area and the time

required for such flow to reach the drains. The drains shall be located near the carriage way along




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either side of the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow

towards the drains. Storm water from various blocks shall be connected to adjacent drain by a pipe

through catch basins. The water table becomes more than 25 m in future, rainwater harvesting can be

carried out. Therefore, it has been calculated to provide 26 rainwater harvesting pits at selected

locations, which will catch the maximum run-off from the area.

1) Since the existing topography is congenial to surface disposal, a network of storm water pipe

drains is planned adjacent to roads. All building roof water will be brought down through rain

water pipes.

2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular

intervals for rain water harvesting and ground water recharging.

3) For basement parking, the rainwater from ramps will be collected in the basement storm water

storage tank. This water will be pumped out to the nearest external storm water drain.

4) Annual rainfall of 700 mm/yr shall be considered for designing the storm water drainage

system.

Peak hourly rainfall has been considered as 45 mm/hr. The recharge pit of size 6L x 3Wm and 2.6 m

depth is constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed

having 300 mm diameter and 30 m depth. The bottom of the recharge structure will be kept 4 m above

this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge

bore. Design specifications of the rain water harvesting plan are as follows:

Catchments/roofs would be accessible for regular cleaning.

The roof will have smooth, hard and dense surface which is less likely to be damaged allowing

release of material into the water. Roof painting has been avoided since most paints contain

toxic substances and may peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed.

Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper

pieces will get arrested by the mesh at the terrace outlet and to prevent contamination by

ensuring that the runoff from the first 10-20 minutes of rainfall is flushed off.

No sewage or wastewater would be admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has been connected to

the system.

Calculations for storm water load

Roof-top area = Ground Coverage = 51108.24 m2




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Green Area = 80888 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area)

= 209271.47 – (51108.24 + 80888)

= 77275.23 m2

Runoff Load

Roof-top Area = 51108.24 × 0.045 × 0.8

= 1840 m3/hr

Green Area = 80888 × 0.045 × 0.1

= 364 m3/hr

Paved Area = 77275.23 × 0.045 × 0.75

= 2608.03 m3/hr

Total Runoff Load = (1840 + 364 + 2608.03) m3/hr

= 4812.03 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 4812.03 /4

= 1203 m3

Taking the Volume of a single Recharge pit = LxWxH = 6 × 3 × 2.6 = 46.8 m3

Hence No. of pits required = 1203/46.8 = 25.70 or say 26 Pits.

Table 0-10: Rain water harvesting in proposed Project


in m2 Runoff

Coefficient




(m3/15 Min)

1 Roof Top Water 51486.27 0.8 45 1853.5 463.4

2 Paved & Open

Area 78213.62 0.75 45 2639.7 659.9

3 Green Areas 80888.58 0.1 45 364.0 91.0

Total 2,10,588.47

4857.2 1214.3

Length of Pit

Width of Pit Depth of the Pit Volume of the

Pit

Runoff in No. of No. of pits

15 minutes

Pits required proposed

6 3 2.6 46.8 25.94 26 26




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FFIIRREE SSAAFFEETTYY

Adequate fire fighting arrangements will be provided in the proposed Residential Complex. The fire

fighting arrangements provided in the complex is given below:

Provision of water sprinklers

Provision of separate fire hydrant pipe

Provision of yard hydrant consisting of 63 mm diameter single headed hydrant valve with 2 nos. 15

m long 63 mm diameter fire hose pipe and 1 branch pipe with nozzle

Provision of underground water storage tank

Provision of 4 way fire brigade inlet connection

There is provision of fire fighting pumps

Provision for double stair system for tallest building (for tower C, D &E)

The detailed Disaster Management Plan is given as Enclosure II.

SSTTOORRMM WWAATTEERR DDRRAAIINNAAGGEE Construction Phase: During construction phase, the activities should be so executed such that the

natural drainage of the area is not blocked and there is no water logging. The storm water produced on

site will be harvested for ground water recharge, thus proper management of this resource is must to

ensure that it is free from contamination. Contamination of storm water is possible from the following

sources:

Oil spills and leaks in vehicle parking lots.

Silt from soil erosion in gardens.

A detailed “Storm Water Management” will be developed which will consider the above sources. This

will incorporate best management practices which will include following:

Regular inspection and cleaning of storm drains.

Clarifiers or oil/water separators shall be installed in all the parking areas.

Cover waste storage areas.

Avoid application of pesticides and herbicides before wet season.

Secondary containment and dykes in fuel/oil storage facilities

Conducting routine inspections to ensure cleanliness

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




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Provision of slit traps in storm water drains

Good management in the above areas.

Operation Phase: All the drains should be underground and covered or open drain channel with

gratings.

SSTTOORRMM WWAATTEERR DDRRAAIINNAAGGEE

Construction Phase: Catchment basin will be made at lower end on the site to collect excess water

and further reuse for construction work itself and rest will be discharge to existing storm water drainage

line. Oil spillage and leakage will strictly control so that contamination of soil/ land will not occur.

Operation Phase: only rainwater shall allow channelizing in storm water drainage network through

pipes from terrace, roofs, ground and green area. Whole will be collected in rain water harvesting pits

and recharge into ground. Rain water harvesting pits shall have oil/ grease trap cum sedimentation tank

to restrict stilts/ debris to go into the ground.

GGRREEEENNBBEELLTT DDEEVVEELLOOPPMMEENNTT

Construction Phase: It is an expansion project. Presently 78079.23 m2 Landscape area is under

development. During the construction period, it is to be ensured that there is no exploitation of trees

around the project area especially for obtaining fuel wood by the workers.

Operational Phase: An area of 80888.58 m2 has been identified for greenbelt development. The green

area should be properly maintained and dead plants should be regularly replaced.

Greenbelt Development: Each person as an individual also has a social obligation to improve the

environmental status and aesthetic beauty by plantation and greenery development. Trees are an

important part of the biosphere in the Eco-system. The ecological belt maintains the natural balance of

the area.

Green belt/greenery will be developed along most of the periphery of the project area as well as along

roads along with ornamental plants/ trees. The following plants species are suggested for plantation in

different areas are as given in Table 10.

Table 11: Proposed Plants for Greenbelt Development




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Sl. No. Scientific Name Common Name Effective in control of

Trees

1. Acacia Sinuata Kochi Air pollution

2. Acacia nilotica Babul Air pollution

3. Achras sapota Air pollution

4. Adina cordifolia Haldu Air pollution

5. Aegle marmelos Bel Air pollution

6. Ailanthus excelsa Maharuk Air pollution, Noise pollution

7. Albizia lebbeck Siris Air pollution, Noise Pollution

8. Alstonia scholaris Chattiyan Air pollution, Dust

9. Azadirachta indica Neem Air pollution, Dust, Noise pollution

10. Barringtania acutangula Hijal -

11. Bahunia purpurea Khairwal -

12. Bahuinia varigata Kachnar Air pollution, Dust

13. Calotropis Pracera Akada Noise

14. Dalbergia latifolia Shisham Air pollution

15. Ficus elastica Indian rubber tree Air pollution

16. Ixora rosea - -

17. Lagerstroemia parviflora Phurush Air pollution

18. Madhuca longifolia Mahwa Air pollution, Noise pollution

19. Mangifera indica Aam Air pollution, Noise pollution

20. Moringa oleifera Sajina Air pollution

21. Polyalthia longifolia Devdaru Air pollution

22. Saraka asoka Asoka

23. Syzygium cumini Jamun Air pollution

24. Terminalia arjuna Arjun Air pollution, Dust

25. Trema orientalis Gio -

26. Zizyphus mauritiana Ber Air pollution

Shrubs

1 Abutilon indicum -

2 Acacia catechu Khair Air pollution

3 Acacia leucophloea Safed babul Air pollution

4 Bambusa vulgaris Bamboo Air pollution

5 Calotropis gigantea Air pollution

6 Dendrocalamus strictus Banskaban Air pollution

7 Duranta repens Air pollution

8 Murraya paniculata Marchula Air pollution

9 Nerium indicum Kaner Air pollution

10 Sesbania sesban Jainti -

SSUUMMMMAARRYY && CCOONNCCLLUUSSIIOONN

The project is an expansion project and got the Environmental Clearance from SEIAA, UP vide letter

no. 831 Parya/SEAC/2011/TA(M) dated 24/04/2013. Now the project get extra FAR @3.67 hence built-




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up areas will increase to 12,60,441.67 m2 accordingly moreover, site is earmarked for residential

development as per Noida Development Authority.

The benefits relate to the direct employment associated with the construction of the facility. Additional

employment opportunities will lead to a rise in the income and improve their standard of living. The

proposed facility would also generate jobs for the women labour during construction phase. This will

considerably reduce their travel time in any employment and therefore enable them to attend to their

children, their nutritional demands and also household chores.

It will increase Infrastructure of the area & will provide better living style.

Documents

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