ENVIRONMENT CLEARANCE FOR DEVELOPMENT OF …environmentclearance.nic.in/writereaddata/EIA/... · SOHNA, SECTOR 35, SOHNA, GURUGRAM, HARYANA Project Proponent: M/S FAITH BUILDTECH

ENVIRONMENT CLEARANCE

FOR

DEVELOPMENT OF RESIDENTIAL COLONY (10.781 ACRES)

UNDER

DEEN DAYAL JAN AWAS YOJNA (DDJAY),

AT VILLAGE MOHAMMADPUR GUJAR AND SOHNA,

SECTOR 35, SOHNA, GURUGRAM,

HARYANA

FORM 1, FORM 1A AND CONCEPTUAL PLAN

Project Proponent:

M/S FAITH BUILDTECH PVT. LTD.

EIA Consultant:

Ind Tech House Consult (An ISO 9001:2008 Certified Organization)

G-8/6, Ground Floor, Sector 11, Rohini Delhi – 110 085

Tel: +91 11 2757 1410, 6460 7252 Fax: +91 11 2757 2241

Email: [email protected] JULY, 2017

mailto:[email protected]

For and on behalf of: Ind Tech House Consult

Approved by: Mr. Suman Banerjee

Signed:

Position: EIA Coordinator

Date: July, 2017

ENVIRONMENT CLEARANCE FOR DEVELOPMENT OF RESIDENTIAL COLONY (10.781 ACRES) UNDER DEEN DAYAL JAN AWAS YOJNA (DDJAY), AT VILLAGE MOHAMMADPUR GUJAR AND

SOHNA, SECTOR 35, SOHNA, GURUGRAM, HARYANA

Project Proponent: M/S FAITH BUILDTECH PVT LTD

This report has been prepared by Ind Tech House Consult with all reasonable skill, care and diligence within the terms of the contract with the client, incorporating our general terms and conditions of business and taking account of the resources devoted to it by agreement with the client.

We disclaim any responsibility to the client and others in respect of any matters outside the scope of the above.

The document has been prepared for the titled project or named part thereof and should not be relied upon or used for any other project without an independent check being carried out as to its suitability and prior written authority of Ind Tech House Consult being obtained. Ind Tech House Consult accepts no responsibility or liability for the consequences of this document being used for a purpose other than the purpose for which it was commissioned. Any person using or relying on the document for such other purpose agrees, and will by such use or reliance be taken to confirm his agreement to indemnify Ind Tech House Consult for all loss or damage resulting there from. Ind Tech House Consult accepts no responsibility or liability for this document to any party other than the person by whom it was commissioned.

Declaration by Experts Contributing to the Development of Residential Colony (10.781 Acres) under Deen Dayal Jan Awas Yojna (DDJAY) at village Mohammadpur Gujar and Sohna, Sector 35, Sohna, Gurugram, Haryana

I, hereby, certify that I was a part of the EIA team in the following capacity that developed the above Report.

EIA coordinator: Mr. Suman Banerjee Sig

Functional Area Experts:

S. NO.

Functional areas

Name of the expert/s Signature and date

1 WP Mr. Suman Banerjee

2 MSW Mr. Soumya Dwivedi

3 LU Mr. Manish Shukla

4 AP Mr. Suman Banerjee

5 NV Dr. Manoj Kr. Mishra

6 EB Dr. Bideh Shukla

7 SE Dr. Debashish Bhttacharya

8 SC Dr. Bideh Shukla

9 HG Mr. Manish Shukla

Signature

For Ind Tech House Consult

Associate Staff

1. Mr. Indra Sharma

2. Mr. Saurabh Bhardwaj

Monitoring Laboratory Involved Ind Research and Development House ( NABL Approved Lab)

DECLARATION BY EXPERTS

TABLE OF CONTENTS

S. No. Contents Page No.

I Form 1 1 to 15

II Form 1 A 16 to 35

III Conceptual Plan 36 to 51

IV Annexure

A DESCRIPTIVE

Site Location Map (on Google) Annexure-A1

500 Mt Radius Map Annexure-A2

10 km Radius Map Annexure-A3

Water balance Diagram Annexure-A4

B LAND DOCUMENTS

License Annexure-B1

Forest NoC Annexure-B2

Aravali NOC Annexure-B3

C CONSULTANT DISCLOUSURE

NABET Accreditation letter Annexure-C1

D DRAWINGS

Site Plan Annexure-D1

Landscape Plan Annexure-D2

Sewer Layout Plan Annexure-D3

Storm water layout Plan Annexure-D4

Water supply Annexure-D5

E Additional Documents

Electrical Hazards Plan Annexure-E1

Noise and Vibration plan Annexure-E2

Health safety and welfare plans Annexure-E3

Board of Resolution for authorized Signatory Annexure-E4

Monitoring Report Annexure-E5

M/S FAITH BUILDTECH PVT LTD

Development of Residential Colony (10.781 acres) under Deen Dayal Jan Awas Yojna (DDJAY), at

village Mohammadpur Gujar and Sohna, Sector 35, Sohna, Gurugram, Haryana

Form-1

ITHC/PRJ/18-19/EIA/140/REV02 1 IND TECH HOUSE CONSULT

Application for Prior Environmental Clearance (EC) FORM 1

(See Paragraph – 6 Notification dated14th September 2006) as amended to EIA Notification, 2006 issued vide S.O. 3067(E) on dt.

01.12.2009. Basic Information SN Item Details

1. Name of the project/s Development of Residential Colony (10.781 Acres) under Deen Dayal Jan Awas Yojna (DDJAY), at village Mohammadpur Gujar and Sohna, Sector 35, Sohna, Gurugram, Haryana

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

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

Plot area : 43,629.8 sq m (10.781 Acres) Proposed Built up area: 67,622.7 sq m Max No. of Floors: G+2 Total No. of Plotted Houses: 231 no. + Community Hall + Convt. Shopping

4. New/Expansion/Modernization New

5. Existing capacity/area etc. Nil

6. Category of the project i.e. ‘A’ or ‘B’ B

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

No

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

No

9. Location

Plot/Survey/Khasra No. Mohammadpur Gujar [Rect. No. 8 - (Kila No. 16,

15/1, 15/2)], [Rect. No. 7 - (Kila No. 11/1, 11/2, 12, 13, 14, 17, 18, 19, 20, 21, 22, 23)], [Rect. No. 23 - (Kila No. 1, 2, 3)] Sohna [Rect. No. 4 (Kila No. 21)], [Rect. No. 11 (Kila No. 5)], [Rect. No. 12 (Kila No. 1)]

Village Mohammadpur Gujjar and Sohna,

Tehsil Sohna

District Gurugram

State Haryana

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

Basai Railway Station: 21.58 km N (Small Halt) Gurgaon Railway Station: 23.54 km N (Major) IGI Airport: 30 Km EAST

11. Nearest town, city, district Headquarters along with distance in Km

Sohna

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

Village : Mohammadpur Gujar &Sohana Postal Address: Village : Mohammadpur Gujar & Sohna, Tehsil Sohna, District Gurugram, (Haryana) 122103

13. Name of the applicant M/s Faith Buildtech Pvt. Ltd.

14. Registered Address A-11, 1st floor, Neeti Bag, New Delhi




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15. Address for correspondence: Ireo Campus, Sector 59, Archview Drive, Ireo City, Golf Course Extension Road, Gurugram – 122101, Haryana

Name Vikas Chand Sharma

Designation (Owner/Partner/CEO) Authorized Signatory

Address Ireo Campus, Sector 59, Archview Drive, Ireo City, Golf Course Extension Road, Gurgaon, Haryana

Pin Code 122101

E-mail [email protected]

Telephone No. +91-124- 4795000

Fax No. -

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

Not applicable.

17. Interlinked Projects Not Applicable

18. Whether separate application of interlinked project has been submitted?

Not Applicable

19. If yes, date of submission Not Applicable

20. If no, reason. Not Applicable

21. Whether the proposal involves approval/ clearance under: if yes, details of the same and their status to be given. (a) The forest (Conservation) Act, 1980? (b) The wildlife (Protection) Act, 1972? (c) The C.R.Z. Notification, 1991?

No No No

22. Whether there is any Government order/policy relevant/ relating to the site?

No

23. Forest land involved (hectares) No

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

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

any and its relevance with the proposed project.

No




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(I) Activity

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

SN Information/Checklist

confirmation Yes/ No

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

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

No As per Sohna Final Development Plan - 2031 AD by the Department of Town and Country Planning, Haryana, vide drawing no DTP(G) 2103/2012 dated 09.11.2012 and the project site is designated under "Residential".

1.2 Clearance of existing land, vegetation and buildings?

Yes The project site has 29 number of trees, out of which 12 number of trees are expected to be cut.

An existing structure will be demolished.

1.3 Creation of new land uses?

Yes The Project Site is a vacant land. Construction of the Residential Colony will lead the change in the land use pattern from vacant land to habitation land.

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

Yes Geotechnical Soil investigation has been carried out and found to be suitable for this project.

1.5 Construction works? Yes The major construction works are given below: Buildings

Plotted Housing;

Community Space & Convenient Shopping Site Development

Internal roads;

Landscaping Utilities/Services

Water Supply;

Sewerage;

Drainage ;

Rain Water Harvesting Structures and Pits;

Power supply and back up facility

1.6 Demolition works? Yes The site has a small building which will be demolished.

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

Yes

Site for construction works: Storage of construction materials will be confined within the project site and at designated place.

Housing for Construction Workers: Approximately 64 (40 in labour Camp + 24 floating) laborers are expected to be involved in the project during construction stage. 40 laborers will be residing in the labor camp proposed to be established at site. Remaining laborers is expected to be commuting on daily basis.




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SN Information/Checklist confirmation

Yes/ No


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

Yes Above ground building structures will include Plotted Houses, Community Space and Convenient Shopping. Linear Structures includes construction of boundary wall. Since the project site is comparatively a flat land with no proposal of basement, no cut and fill activity is anticipated. However, the earthwork involves foundation and laying of underground services and excavated soil will be used within the site and internal road construction. Top 200 mm layer of soil will be separately stored and used for landscaping/horticulture development work.

1.9 Underground works including mining or tunneling?

No No mining or tunneling is proposed for this project

1.10 Reclamation works? No Not involved.

1.11 Dredging? No Not involved.

1.12 Offshore structures? No Not involved.

1.13 Production and manufacturing processes?

No This is a construction of Plotted Residential Colony, hence, no production or manufacturing activities will be involved.

1.14 Facilities for storage of goods or materials?

Yes Temporary storage facilities will be created during construction phase for storage of construction materials which would be demolished on completion of construction.

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

Yes Construction Stage : Solid Waste During construction stage construction waste & waste from labor camp will be generated. The construction waste will be reused for site filling road works depending on its suitability for the purpose.

Generation of municipal waste is expected to be 15.6 Kg/Day by the 24 floating labors & 40 labors residing in the labor camp at site. It will be ensured that the generated waste will be collected, stored and sent to nearest disposal site. Liquid Effluent During the construction stage about 2.96 KLD domestic liquid effluents will be generated from labor camp for which septic tank will be provided. The generated waste water shall be disposed through mobile STP tankers.

Wastewater generated from construction site will




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Yes/ No


contains suspended materials, and washings from various areas. Construction wastewater shall be collected in a separate sedimentation basin and shall be reused for sprinkling on roads to suppress dust generation from the project site.

Operation Stage: Municipal solid waste

Solid waste generation from the facility is expected to be about 1.66 TPD including 1.01 TPD bio-degradable wastes.

Solid waste generated from the residential colony will be segregated at source. The organic waste shall be treated in the onsite Organic Waste Composter.

Recyclable waste shall be handed over to

authorized vendor & Inert waste shall be disposed

of through authorized agency as per the Municipal

Solid Waste (Management & Handling) Rules,

2016.

Sewage sludge from STP 163 kg/day of sewage sludge is expected to be generated from proposed STP of 355 KLD capacity, which will be used as manure for horticulture development Liquid Effluent During operation phase approximately 242 KLD of domestic waste water is expected to be generated from the proposed facility. This effluent will be treated in Sewage Treatment Plant of 355 KLD capacity. Hazardous waste: 3.99 liters/ day waste oil is expected to be generated and sold to authorized recyclers. E Waste : E-waste, about 8.54 kg/day, is expected to be generated from the proposed project, which will be stored at a designated place. E-waste will be disposed as per E-waste Management and Handling rules, 2016.

1.16 Facilities for long term housing of operational workers?

No

Not applicable

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

No Not applicable




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Yes/ No


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

No Not applicable

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

No Not applicable

1.20 New or diverted transmission lines or pipelines?

No Not applicable

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

No Not applicable.

1.22 Stream crossings? No Not applicable

1.23 Abstraction or transfers of water form ground or surface waters?

No Ground water will not be extracted during the construction of the project.

Construction water will be sourced through tanker supplies and treated water will be used after testing and confirmation of fitness for construction.

During operation phase, water will be supplied by HUDA.

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

Yes Surface drainage may get affect due to construction of the project.

Since the project site and its surrounding is comparatively a flat land, the surface drainage, it is anticipated that the project will not have major impact on the drainage pattern and runoff in the area.

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

Yes During construction phase transportation of personnel as well as construction materials will be involved.

1.26 Long-term dismantling or decommissioning or restoration works?

No Not applicable

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

No Not applicable

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

Yes Construction phase – Temporary influx of 64 people from the nearby areas is expected.

Operation phase – 3119 persons residential, 1204 floating. Total population: 4323 persons

1.29 Introduction of alien species? No Not applicable

1.30 Loss of native species or genetic Yes There are 29 trees within the project site, out of




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Yes/ No


diversity? which 12 trees are expected to be cut.

1.31 Any other actions? No None

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):

SN Information/checklist confirmation

Yes/ No


2.1 Land especially undeveloped or agricultural land (ha)

Yes The proposed project site is vacant land.

2.2 Water (expected source & competing users) unit:

Yes Construction water requirement during construction phase will be met through tanker water supply from nearby STP. Potable water will be sourced through tankers.

During operation phase fresh water demand will be met from Haryana Urban Development Authority (HUDA). Treated water requirement for flushing and gardening shall be met from treated water from STP installed at Site.

116 KLD treated water will be used within site premises from STP installed at site.

2.3 Minerals (MT) No Not applicable

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

Y Yes

Construction materials such as Cement, Steel, Bricks, Stone aggregates, and Sand would be required for the project. These will be preferably procured from local reputed licensed vendors.

2.5 Forests and timber (source – MT) No -

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

Yes Power for the proposed project will be supplied by Dakshin Haryana Bijli Vitran Nigam Limited (DHBVNL). Maximum power Demand for the proposed project is 3071 KVA. DG sets 4x750 KVA will be used as power backup for services during power failure. HSD (ultra low sulphur variety as per availability) fuel will be used for DG sets.

2.7 Any other natural resources (use appropriate standard units)

No _ _




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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.


confirmation 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 During construction & operation stage hazardous materials such as – Paints, oils & lubricants will be used. Waste generated from these materials will be managed in accordance with “The Hazardous Waste Management, Handling & Transboundary Movement (Amendment) Rules, 2016".

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

No Not Applicable

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

Yes Proposed project and development activities will enhance employment opportunities & living standard of local people.

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

No Not applicable.

3.5 Any other causes No Not applicable

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



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

4.1 Spoil, overburden or mine wastes

No The excavated soil will be used for site leveling, back filling/filling in raft and road construction. There would not be surplus earth.

4.2 Municipal wastes (domestic and or commercial wastes)

Yes Construction Phase: Municipal solid waste – 15.6 kg/day

Operation Phase: Municipal solid wastes – 1.66 TPD The solid waste includes paper, card board, plastic cans etc. and kitchen wastes from houses. Recyclable wastes like card boards and plastic cans will be sold to vendors.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes Waste oil 3.99 Lts on daily basis from DG sets is the expected hazardous waste generated from the project. This waste oil will be carefully stored in drums, isolated, covered, and sold to recyclers authorized by CPCB/SPCB.




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Yes/ No


4.4 Other industrial process wastes

No Industrial activity is not involved as this is development of Residential colony project.

4.5 Surplus product No Not applicable

4.6 Sewage sludge or other sludge from effluent treatment

Yes Dried sludge from the STP will be used as manure for horticulture development.

4.7 Construction or demolition wastes

Yes Construction Work: Excavated soil will be used for

back filling. Other construction waste like bricks, concrete etc will be used in pavement & road works/manholes, cinder filling etc. Gunny bags if any, cardboards will be sent to authorize recycler. The inert waste will be sent to land fill site.

Demolition waste, though in small quantity, will be used within the site for construction of road or will be disposed as per C&D waste management and handling rule 2016.

4.8 Redundant machinery or equipment

No Not applicable

4.9 Contaminated soils or other materials

No Not applicable

4.10 Agricultural wastes No Not applicable

4.11 Other solid wastes No Not applicable

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


Yes/ No


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

Yes Emission will be from Stationary Sources: DG sets of 04X750 KVA Mobile Sources: Vehicular emissions

CPCB approved DG sets will be used only for essential services during power failure.

5.2 Emissions from production processes

No Not applicable as this is Residential colony project and does not involve any production process.

5.3 Emissions from materials handling including storage or transport

Yes Dust emission due to material handling and loading - unloading of fine materials like sand, cement activities is envisaged during construction phase of the project..

5.4 Emissions from construction activities including plant and equipment

Yes During the construction phase, major emission will be from construction machineries & equipments like batching plant & transportation of construction materials. However regular sprinkling of water, restriction on speed of vehicles measures will be taken to mitigate impact.

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

Yes The project may cause rise in dust levels during construction phase. Precautions would be taken to reduce dust generation during construction phase:

RMC use will reduce the handling of cement,




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Yes/ No


sand and concrete thus dust emission will be minimized.

Tarpaulins will be used to cover trucks carrying debris.

Water sprinkling will be practiced at regular intervals to reduce dust emissions.

5.6 Emissions from incineration of waste

No Not applicable

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

No Burning of waste and any other substances including biomass, slash materials and/ or construction debris is strictly prohibited

5.8 Emissions from any other sources

Yes Emission from operation of DG sets during construction & operation stage is expected.

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


Yes/ No


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

Yes Noise is expected to be generated during construction phase mainly from operation of heavy machinery, DG sets, and traffic. The indicated noise levels from certain construction plants/equipment are indicated below: Concrete Mixer 85 dBA Generator 95 dBA Pumps 90 - 95 dBA Trucks 85 – 90 dBA For control of noise following measures shall be adopted:

Properly maintained equipment with mufflers will be used.

High noise generating construction activities would be carried out only during day time.

In order to reduce impact workers working near high noise construction machinery would be issued ear muffs/ear plugs. Duration of operation & time of exposure in high noise area will be reduced. During operation stage - noise from operation of DG sets & vehicular movement is envisaged. However, the generator sets installed will operate at noise level less than 75 dB (A) as the generators will be placed either in acoustic chambers or a canopy. Traffic management plan to include adequate road width, two way traffic, separate entry/exit features. Green belt along periphery of boundary to reduce




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Yes/ No


vehicular noise and improved quality of air.

6.2 From industrial or similar processes

No Not applicable as this is residential development project.

6.3 From construction or demolition

Yes Construction activities generate noise but these will be limited to construction site only

6.4 From blasting or piling No Blasting operations are not involved in the project.

6.5 From construction or operational traffic

Yes Construction Phase Noise will be generated due to vehicular movement for supply of building materials and other construction activities. But duration & intensity will be less. Construction activity will not be carried out during night time as far as possible

Operation Phase

Noise will be generated due to vehicular movement Traffic management plan is targeted to regulate speed & ensure smooth movement of vehicles within the project site to reduce noise levels. Vegetated surfaces & plantation along streets will also help in reduction in noise levels.

6.6 From lighting or cooling systems

No -

6.7 From any other sources No -

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:


Yes/ No


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

Yes During construction & operation stage hazardous materials such as – Paints, oils & lubricants will be used. In order to prevent contamination of land water due to use of these materials proper measures will be taken in accordance with “The Hazardous Waste Management, Handling & Transboundary Movement (Amendment) Rules, 2016". The waste oil generated during operation phase from the DG sets will be collected and separately stored in HDPE drums over concrete platform. Spillage if any will be collected in a pit through a garland drain built for this purpose. The pit will have a provision of oil & grease separator.

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

No About 242 KLD sewage will be generated from the project which will be treated in the 355 KLD STP proposed onsite. Treated water from STP shall be and recycled for reuse for gardening & flushing etc. Surplus treated water will be discharged into public




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Yes/ No


sewer with prior permission from the authority.

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

No Emission of pollutants in the form of particulate matters, SOx, NOx, CO, HC etc. will be from the operation of DG sets

Adequate stack height will be provided as per CPCB norms to disperse pollutants effectively. DG sets will be used only in case of power failure.

Dust generation during construction phase from earthworks and movement of vehicles is a temporary phenomenon and will have short term impact during construction phase.

Appropriate fugitive dust control measures, including water sprinkling of exposed areas and dust covers for trucks, will be provided to minimize impacts.

7.4 From any other sources No -

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

No Long term built up of pollutants is not envisaged.

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

affect human health or the environment


Yes/ No


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

No During construction phase, no such risk is anticipated. However, the contractors shall comply with the safety procedures, norms and guidelines as applicable) mentioned in the National Building Code of India and Bureau of Indian Standards.

During Operation Phase, all precautionary and safety measures will be taken to minimize any accident hazard.

8.2 From any other causes No No

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

Yes Gurugram district has no history of natural disasters such as Floods, landslides, cloudburst etc.

The site lies in Seismic Zone IV. The construction will be carried out as per the guidelines prescribed for Seismic Zone IV.

All the civil structures will be seismically resistant and designed in accordance with provisions recommended related IS codes




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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



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

of information data

9.1 Lead to development of supporting. facilities, ancillary development or development stimulated by the project, which could have impact on the environment e.g.:

Yes

The project will be equipped with dedicated internal road, parking, internal water distribution system, fire fighting system, internal sewage collection network, lighting facilities and power backup facility.

Increase in water and power demand

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

Yes Appropriate infrastructure like, roads, power supply and waste management facility will be developed within the site so that chances of occurrence of any adverse impacts are minimized.

extractive industries No No

supply industries Yes Construction materials

other No No

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

No No

9.3 Set a precedent for later developments

Yes Development of such project at affordable cost will lead to later development of similar type of projects.

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

Yes Impacts on water availability, storm water drainage, availability of electricity, traffic congestion etc. is expected.

(II) Environmental Sensitivity

SN Areas Name/

Identity Aerial distance (within 15 km) of

proposed project location boundary

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

Nil

Not within 15 km radius of the project

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

Nil


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

Nil





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SN Areas Name/ Identity

Aerial distance (within 15 km) of proposed project location

boundary

4 Inland, coastal, marine or underground waters

Nil Not within 15 km radius of the project

5 State, National boundaries Nil Not within 15 km radius of the project

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

Yes NH-8: 13.54 KM NW NH 71 B(SH 13): 4.44 KM S

7 Defense installations No CRPF Academy Kadarpur:11.57 KM N

8 Densely populated or built-up area Yes Density of surrounding development is as per master plan of Sohna

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

Yes Manmade community facilities such as, schools, places of worship are planned. These installations will not have any impact due to construction of proposed project.

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

Yes

Ground water resource in Gurgaon is depleting at very fast rate. The region is declared as a region of scarce ground water resource region.

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

No Nothing specific

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

Yes The project is located at Seismic Zone-IV according to Indian Standard Seismic Zoning Map. Structural design will be done for this seismic zone as per code.

There are no possibilities of the proposed project site getting flooded and landslides as per available records.

M/S FAITH BUILDTECH PVT LTD Development of Residential Colony (10.781 acres) under Deen

Dayal Jan Awas Yojna (DDJAY), at village Mohammadpur Gujar and Sohna, Sector 35, Sohna, Dist. Gurugram, Haryana

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FORM-1 A 1.0 LAND ENVIRONMENT 1.1. Will the existing land use get significantly altered from the project that is not

consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use, if any and the statutory approval from the competent authority be 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 Development of plotted residential colony under DDJAY. The project has a plot area 43629.8 sq. m., and is located at village Mohammadpur Gujar and Sohna, Sector 35, Sohna, Gurugram, Haryana. The existing land is vacant and devoid of any activity. The land use of the Project is consistent with the surrounding, which is residential. As per Sohna Final Development Plan - 2031 AD by the Department of Town and Country Planning, Haryana, vide drawing no DTP (G) 2103/2012 dated 09.11.2012 and the project site is designated under "Residential".

The following maps are attached. (i) Site location, (ii) Surrounding features of the proposed site (within 500 meters) (iii) The Site Contour indicating the levels.

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.

The brief description of the proposed project is given below in Table-1 below:

Table-1: Brief Description of the Project

Sl. No. Description Quantity Unit

GENERAL

1 Plot Area 43629.8 SQMT

2 Proposed Built Up Area 67622.7 SQMT

3 Number of Building Blocks 233

(231+1+1) No.

4 Total no of Plotted Houses 231 No.

5 Max Height of Building (Upto Terrace) 15 M

6 Max No of Floors G+2 No.

7 Expected Population (3119 Residential+1204 Floating)

4323 No.

8 Cost of Project 136.45 CR

AREAS

9 Permissible Ground Coverage Area 18431.75 SQMT

10 Proposed Ground Coverage Area 18430.2 SQMT

11 Permissible FAR Area 56263.99 SQMT

12 Proposed FAR Area 53062.77 SQMT

13 Non FAR areas 14559.93 SQMT

14 Proposed Total Built Up Area 67622.7 SQMT



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WATER

15 Total Water Requirement 327 KLD

16 Fresh water requirement 211 KLD

17 Treated Water Requirement 116 KLD

18 Waste water Generation 242 KLD

19 Proposed Capacity of STP 355 KLD

20 Treated Water Available for Reuse 194 KLD

21 Treated Water Recycled 116 KLD

22 Surplus treated water to be discharged in Municipal Sewer

78 KLD

RAIN WATER HARVESTING

23 Total Run off Discharge for Rain Water Harvesting 402 KL

24 No of RWH of Pits Proposed 3 No.

PARKING

25 Proposed Total Parking 693 Nos.

26 Parking on Surface 693 Nos.

GREEN AREA

27 Proposed Green Area (28.1% of plot area) 12259.96 SQMT

WASTE

28 Total Solid Waste Generation 1.66 TPD

29 Organic waste 1.01 TPD

30 Quantity of E-Waste Generation- Kg/Day 8.54 KG/DAY

31 Quantity of Hazardous waste Generation 3.99 LPD

32 Quantity of Sludge Generated from STP 163 KG/DAY

ENERGY

33 Total Power Requirement 3071 KVA

34 DG set backup 04X750 KVA

35 No of DG Sets 4 No.

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).

The project site is vacant land (open space) devoid of any activity. The project will be developed in the vacant land. No civic and community facility is likely to have any adverse impact due to this project. The project site has 29 trees. Out of this 12 trees are expected to be cut.

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 project site does not have any history of subsidence and instability. Neither this project is expected to have subsidence and instability in the area. Type of soil: Type of soil within the project site is sandy loam. Type of slope: The project site is comparatively a flat land. The maximum and

minimum level of the project site is 214 m and 210 m. Vulnerability due to subsidence: The area is not expected to experience subsidence.



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Seismo-Tectonic Appraisal of the Area: Bureau of Indian Standards (BIS) has

prepared a seismic zoning map of India based on tectonic features and records of past earthquakes. The project site falls under Zone-IV as per the Seismic Zoning map of India (IS 1893, Part I, 2002)

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

The project will not involve alteration of natural drainage system. Contour map of the project site is attached.

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 construction of foundation and underground water tanks. The quantity of excavated earth will be very less and will be used within the project site. No cut and fill activity is anticipated. However, 200 mm top soil will be scraped prior to start of construction and the top soil will be stored properly within the project site. Aftermath, the top soil will be used for development of landscape within the project site.

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

During construction stage, treated waste water from nearest STP will be used and will be procured by tankers. The water will be tested for fitness for construction purpose prior to use.

Waste Generation and Handling:

Spillage of oil from the machinery will be properly collected in drums and disposed off. For construction labors, proper sanitary facilities & wash areas will be provided and good hygienic conditions will be maintained. Handling of generated waste will be done by agency approved by SPCB/CPCB.

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

The project site is not a low lying area and not a wetland. Therefore, alteration of low lying area and wetland is not envisaged.

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

The waste generated during construction phase can broadly be classified as construction waste and domestic waste. About 2705 MT of construction waste (Calculated using TIFAC (Technology Information, Forecasting, and Assessment Council standards, @ 40 Kg / sq m) and a small quantity of domestic waste would be generated from labors employed at site.



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Most of the construction waste generated will be used on the site as filler material for in site development, internal roads and pavements. Construction waste if any remaining will be sent to an approved dumping site/landfill site through authorized agency.

Approx. 64 labors per day will be employed during the construction stage of the project. The health impact to the workers is expected to be from unhygenic condition in the labour camp, dust generation from the construction activity, dust generation from handling of loose materials like sand/cement etc. The project is proposed to have proper labour camp with adequate sanitary, drinking water, first aid and other requisite facilities. Wash areas will be constructed and good hygienic conditions will be maintained for labor camp. Construction labours will be made mandatory to wear proper safety gears and dust mask during working hours. Regular sprinkling of water will be carried out to suppress dust generated during construction.

2.0 WATER ENVIRONMENT

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

For Residential Colony:

Total water requirement for this project is 327 KLD, out of which approx. 116 KLD treated waste water from STP will be reused. The fresh water demand of 211 KLD will be obtained from Haryana Urban Development Authority. Breakup of water requirements for various uses is given below. Efficient dual plumbing system will be provided for conservation of fresh water. Details of water requirement are given in Table 2 below:

Table 2: Total Water Requirement Details of the Project

SN Particulars Water Demand (KLD)

1 Total Water Demand 327

2 Fresh Water Requirement 211

3 Total Waste water Generation 242

4 Total treated water Generation 194

5 Treated water Recycled 116

Flushing 73

Gardening 43

6 Surplus Treated water 78

7 STP Proposed 355

(Source: Manual on norms and standards for Environmental Clearance of large construction projects, MoEF).

Water requirement for horticulture and flushing purpose will be fulfilled by recycling the treated waste water from onsite STP.



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Water Balance Diagram is given below for Group Housing:

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

During operation stage fresh water will be supplied by Haryana Urban Development Authority. Any shortfall in supply will be met from Govt. authorized tanker supplies.

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)

During operation phase, fresh water will be supplied by Haryana Urban Development Authority. The quality of water is expected to conform the desirable drinking water standards as per IS: 10500. 2012.

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)

Approx. 116 KLD of treated waste water from onsite STP will be used to meet water required for gardening and other purpose.

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)

Fresh water conforming to the drinking water standard will be supplied by Haryana Urban Development Authority. Therefore, no diversion of water from other user is expected and no impact on the existing users is anticipated.

2.6 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity)



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As estimated, 242 KLD of waste water will be generated from the project, which will be treated onsite STP. The characteristics of the wastewater and of the effluent after treatment are as follows:

Parameters

Conc. Value Expected in Wastewater

Reclaimed Water Quality

mg/l mg/l

pH 6.5-8.5 7.0 to 8.5

Biochemical Oxygen Demand (BOD5) 300-500 < 5

Chemical Oxygen Demand (COD) 800-1000 < 30

Suspended Solids 250-300 <5

Oil & Grease <50 <5

SCHEMATIC DIAGRAM OF SEWERAGE TREATMENT PLANT HAVING CAPACITY 355 KLD

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

of the facilities created. It is proposed to provide Rain Water Harvesting structures. The rain water collected from the roof top, paved area will be collected through the network of storm water drainage lines & conveyed to RWH system. RWH system shall consist of de-silting cum filter chamber, oil and grease separator and pits are designed to store 20 minutes peak hour rainfall, for recharge into ground aquifer& to prevent flooding in the complex.

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



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

Due to construction of the project on vacant land there would be change in the runoff characteristics quantitative and qualitative as well

The quantitative change:

Runoff coefficient from the project site prior to development of project = 0.2 Runoff coefficient from the project site after development of project = 0.75 (Considering different coefficients for paved area, soft area, terrace etc)

Hence incremental runoff = 0.75 – 0.2 = 0.55

Qualitative change:

Runoff from parking areas Storm water drainage & Rain water harvesting system as described in item no: 2.7 above meet quantitative, qualitative &prevention of over flooding/water logging requirements.

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

There will be no tapping of ground water. This will be strictly prohibited during construction and operation phases of the project. Only in case of emergency, water from tube well will be used with permission of CGWA. It is proposed to provide 03 Nos. of RWH pits to recharge ground water aquifers.

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

The major underground construction activity will not be taken during monsoon period. During the construction stage construction water will be channelized to sedimentation basin with silt trap. The water will be reused after testing for construction. Total requirement of water for construction purposes will be 34 KLD and the runoff is not likely to be more than 4 KLD. This will be filtered and reused for sprinkling on roads for dust suppression.

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)

There will be a network of storm water drainage lines to collect runoffs, which will be channelized to rain water harvesting system. Water so collected will pass through de-silting-cum-filter chamber, oil and grease separators.RWH pits are designed to store 20 minutes peak hour rainfall, for recharge into ground aquifer & to prevent flooding in the complex.

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)

Labour camp for 40 labors is proposed at the site. However, temporary rest rooms, office and first aid/ safety office, drinking water proper sanitation facility will also be made available on 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 and facilities for recycling and disposal)



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During operation phase, the estimated quantity of sewage generation from project is 242 KLD , which will be treated in onsite STP of 355 KLD. Approx. 116 KLD of treated water from STP will be recycled.

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

Dual Plumbing system will be provided in the proposed project. Treated waste water will be reused for Flushing, Horticulture etc. Treated waste water will be collected in tank from where it will be pumped to flushing tank provided on terrace for distribution to toilets by gravity.

3.0 VEGETATION

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

The project site has 29 existing trees of native variety. Trees found within the project site are of Jamun, Sheesam, Keekarm Neem, Shatoot, Alstonia etc. Out of these 29 trees, 12 trees are expected to be cut and remaining 17 trees is expected to be retained.

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 project site has 29 existing trees of native variety. Out of these, 12 trees are expected to be cut.

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

Landscape development plan prepared for the project includes peripheral & avenue tree plantation with local species, ornamental as well as thick foliage plants especially on the periphery. Trees and plant species for plantation in the project will be selected from the list given below.

Table 3: List of Plant Species that are likely to be planted

S. No. Botanical Name Common Name Number/area

Peripheral Plantation

1 Ficus benjamina Fig 253 nos

2 Manilcara zapota Cheeku 527 nos

Total 780 nos

Avenue Plantation

1 Cassia fistula Amaltas 59 nos

2 Azadirachta indica Neem 30 nos

3 Polyalthia longifolia Ashoka 45 nos

4 Mimusops elengi Maulsari 24 nos

5 Delonix regia Gulmohar 26 nos

Total 184 nos

List of Shrubs

Avenue Shrubs Plantation

1 Bougainvillea 560.74 sqm

Organized Green Plantation

1 Roystonia regia 07 nos



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2 Wodytia bifurcata 07 nos

3 Dypsis lutescens 07 nos

Total 21 nos

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

creation of barriers for their movement? Provide the details.

Direct and traces of presence of terrestrial fauna in the project site includes local straying animals like dogs, cows, buffaloes, goats, sheep. The site does not have any permanent habitation to any of these animals. There is no displacement of any aquatic species due to the project.

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

Birds observed in the project area are of common species and includes house sparrow, house crow, pigeon, cuckoo, baya, mayna etc. No endangered or threatened avifaunal species observed within the project site.

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

Not applicable for this project.

5.0 AIR ENVIRONMENT 5.1 Will the project increase atmospheric concentration of gases and result in heat

islands? (Give details of background air quality levels with predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed constructions)

The proposed project will not increase heat island effect significantly. The effect will be negligible due to reduction in hard area and more plantations to shade of hard area along roads and parking lots. Construction Phase The important activities during the construction phase that produce particulate matter and affect the air quality are material storage, transportation and handling of excavated earth and construction materials like cement, sand and aggregates. Gaseous pollutants like SO2, NOx, CO emitted from the various machineries and vehicles used in construction activities. Appropriate mitigation measure will be employed during this stage of the project to reduce the pollution level to the acceptable limit. Operational Phase During this stage, there will be no major impact on air environment. Fugitive emissions from vehicular movement and emission of 3000 kVA DG sets are the only source of emissions from this project.

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.



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During construction phase, generation of dust, Particulate Matter is the main pollutant. Other emission sources are intermittent and include emissions of SO2 NOx

and CO from materials transport of heavy vehicles on site & periodic operation of DG sets etc. Proper upkeep and maintenance of vehicles, DG sets, sprinkling of water on roads and construction site are some of the measures that would reduce the impact during construction phase. Sources of Air pollution during operational phase

The gaseous emission from vehicles.

Emissions from 04X750 kVA DG set while in operation only during power failure.

Mitigation measures:

The traffic congestion will be avoided by proper parking arrangement and maintaining smooth traffic flow.

Regular PUC check up for vehicles.

CPCB approved DG sets only will be used.

Regular maintenance of DG sets shall be done & ultra low sulphur diesel shall be used.

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

the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry & exit to the project site.

No, proposal does not create shortage of parking space; for vehicles parking provisions exceed bye law requirements, well organized parking arrangement has been designed for the project.

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

Movement pattern is given in parking and circulation plan.

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.

Car parking is provided on Surface within the plot. The source of noise is mainly vehicular noise. Road network surface texture & speed is designed to maintain smooth traffic flow which would help in reducing traffic congestion and noise levels. Trees planned along road &periphery and soft areas would act as noise barrier and will reduce the noise level.

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

D.G. Sets will be operated only in case of power failures during const ruct ion and operational phase in the proposed project. The Pollutants like PM, SO2 that may arise from emissions from D.G. sets will be discharged through vent of proper



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height. D.G. sets will be installed with inbuilt acoustic enclosures to reduce the noise of D.G. sets while in construction or operation. Plantation of trees would act as noise barrier and will reduce noise level.

DG sets with a capacity of 04X750 KVA have been proposed during operation phase as power backup for group housing during failure of power supply.

6.0 AESTHETICS

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

scenic amenity or landscapes? Are these considerations taken into account by the proponents?

No, the use of proposed site is in conformity with the planned land use. There is no scenic amenity or landscape in its surrounding.

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

Since the design development of the project is done on the basis of development control norms & as per approved master plan of the local body the construction of the proposed project will not have any adverse impact on the existing structures.

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

influencing the design criteria? They may be explicitly spelt out.

There are no mandatory guidelines issued by local body for development of urban form; however architect has designed the project keeping in mind principles of urban design & urban form.

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.

No, anthropological or archeological sites of significance do not exist in the vicinity of the project site. However all possible measures will be taken to reduce the impact on air and noise pollution during construction and operation phase.

7.0 SOCIO-ECONOMIC ASPECTS

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

population? Provide the details.

The operation of the project shall provide value addition to the existing infrastructure, as due to development of the proposed project, facilities such as public transport, water supply, telecommunications, power lines, road maintenance etc. shall be upgraded in and around the project premises. As per census 2011, Gurugram had population of 1,514,432 of which male and female were 816,690 and 697,742 respectively. In 2001 census, Gurugram had a population of 870,539 of which males were 470,504 and remaining 400,035 were females. Development may attract people from near by NCR Area.



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

The proposed housing project site is located at village Mohammadpur Gujar and Sohna, Sector 35, Gurugram, Haryana, is easily accessible through public transport. Community facilities like school, hospital being developed in nearby area as per master plan shall be approachable through local transport.

7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed?

The proposed construction will not have any adverse effects on local communities.

8.0 BUILDING MATERIALS

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

ISI marked building materials of reputed brands to be procured from 400 km range as far as possible. Preference will be given to locally available building materials. Following building materials and alternative technologies will be used: Some of them are given below:

Ready mix concrete with 15-20% fly ash.

Fly ash bricks AAC Blocks will be used for walls.

Use of Steel of smaller diameter from recycled steel

Aluminum with recycled content

Use of particles board for door panels

Use of ceramic tiles for wall cladding/flooring

Use of reflective paint.

The use of the above alternatives for building materials will help in reducing use of non-renewable resources and impact on natural resources.

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

Mitigation Measures for Air Pollution during Construction Stage

The impact on ambient air quality during construction stage around the project site will be assessed. Various construction activities especially related to handling of loose material likely to cause generation of fugitive dust will affect the air quality of the surrounding area of the project site. To minimize such impact following measures shall be taken:

The construction material will be carried in properly covered vehicles.

Construction material will be stored at identified site/ temporary go downs at site.

All the loose material either stacked earth or transported shall be provided with suitable covering such as tarpaulin, etc.

Internal roads will be maintained in good conditions with regular sprinkling of water(WB) to curb the dust nuisance to the surrounding

Water sprinkling shall be done at the location where dust generation is anticipated.

Tin sheets will barricade the periphery of the plot.



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Mitigation Measures for Noise Pollution during Construction Stage

During the construction stage, expected noise levels shall be in the range of 80-85 dB(A) which will decrease with increase in distance as per the Inverse Square Law. Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure minimum noise at receiver’s end. To prevent any occupational hazard, ear muff / ear plug shall be given to the workers working around or operating plant and machinery emitting high noise levels. Use of such plant or machinery shall not be allowed during night hour. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact.

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

Locally available recyclable &recycle content materials would be given preference. However, bricks made from the fly-ash will be used for construction of pavements, side walls, boundaries for parks etc. Readymade concrete (RMC) will be used in construction. This will result in significant saving in the project cost and reduce pollution.

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

As estimated, approx. 1.66 TPD of solid waste will be generated from project. Waste Management during operation phase: Municipal Solid Waste Sweepers will be engaged for door to door collection and handling municipal waste. Different colored bins/ containers will be provided at designated places for collection of waste. Adequate number of collection bins separately for biodegradable and non-biodegradable waste shall be provided as per the Solid Waste (Management and Handling) Rule, 2016. Wastes from such bins shall be collected on daily basis handed over to authorized agency for disposal

Appropriate site for storage and segregation will be identified in the project.

All waste collection bins shall be properly maintained on regular basis.

Arrangement will be made with local civic authority, for providing garbage station or transfer point (preferably near the entry/ exit point of the site), for collection and disposal of inert waste. It will be assured that there is no spillage of waste along the internal roads during collection of wastes.

The garbage storage/transfer point will be covered and cleaned every day to as to avoid any nuisance, vectors and unhygienic conditions.

Landscape waste comprises of fallen leaves and other vegetative material which shall be collected and treated along with other biodegradable waste.

9.0 ENERGY CONSERVATION

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

Power will be sourced from: Dakshin Haryana Bijli Vitran Nigam Limited



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(DHBVNL). The maximum power demand for the project is estimated to be as around 3071 KVA. The power shall be supplied by Dakshin Haryana Bijli Vitran Nigam Limited (DHBVNL). 04 DG sets of 750 KVA are proposed to meet requirement of power back up during power failure.

Energy Conservation Measures & Management Plan:

During operation phase, appropriate energy conservation measures & management plan will be adopted in order to minimize the consumptions of conventional energy. The following measures are suggested to be adopted. Details of energy saving measure:- o Day light provision to all habitable room.

o Energy efficient lighting fixture LED lamps to reduce energy consumption.

o Use of local building material to reduce pollution & transportation energy.

o Use of Fly Ash Bricks/AAC blocks

o The DG sets shall be automatically controlled to optimize the usage based on the actual load requirement at any given time. These measures will effectively cut down fuel & energy consumption. The D G sets are equipped with acoustic enclosure and DG stack height is 6 m above terrace of nearest tower.

o Variable frequency drive with Motors, Pumps and Lifts.

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

I)Type: Diesel Generator Set II) Capacity: 3000 (4x750) KVA

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?

This plotted Residential colony project is not centrally air conditioned. It is proposed to use single plain glass of appropriate thickness U value of glass shall be 5.5 to 6 W / M2.K.

Project is planned with appropriate and adequate shading devices such as balconies, chajjas to provide shades to windows and external walls. Buffer spaces such as cupboards, toilets planned on external façade will reduce heat gain.

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

the applications made in the proposed project.

Passive solar technique:-

Building design and envelope has been optimized through selection of appropriate wall and roof construction and through adoption of solar passive measures after studying the sun path analysis to design shading devices.

Optimizing building envelope & window design to reduce cooling load (selection of energy efficient low U vale materials for envelop is application of high reflecting white china mosaic tiles to terraces).

Day light integrated to reduce artificial lighting demand.



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Shading devices provide shade to windows & external façade.

Planned buffer spaces, like balconies, cupboards on external façade of building - to reduce heat gain & there by cooling load.

Adopting low energy passive cooling strategies:

Landscaping to alter micro climate for better condition – Peripheral plantation and avenue plantation is provided to shed the hard areas & reduce heat island effect, reduction of noise & air pollution & provide buffer to sun heat.

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.

No, there is no requirement of solar panel / lighting under DDJAY scheme.

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?

Plantation in and around the complex would be also act as shield which will reduce the cooling load. Passive solar architectural measures have been adopted to provide shades to windows and roof which would effectively reduce heating of building envelope. Sunshades, balconies & buffer space designed on external façade will protect external façade from heat gain & reduce heat gain/energy consumption.

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

o Building is not centrally air conditioned. o Energy Efficient Materials are proposed for the building envelope. o Conventional GSL/florescent lamps have been replaced with energy efficient LED

lamps. This reduces lighting power density. o 0.95 or higher power factor shall be maintained This will reduce electrical power

distribution losses in the installation. o Pumps & Motors: shall be of BEE 4 star rating. o Chillers are not used as building is not centrally air-conditioned. o All cables shall be de-rated to avoid heating during use. This also indirectly

reduces losses and improves reliability.

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?

The ground coverage has been deliberately kept minimum to increase open area. Alteration in microclimate will be negligible.

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



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Building envelop shall be ECBC compliant.

9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans.

Adequate measures for fire protection have been taken as per the provisions of National Building Code, Local fire bylaws and building bylaws. The 9 m internal road will have sufficient load bearing capacity to withstand fire

engines The building materials shall be of appropriate fire resistance standard. Fire suppression system shall have fire extinguishers, Fire hose cabinet, internal

and external hydrants as per applicable codes. 9.11 If you are using glass as wall material provides details and specifications including

emissive and thermal characteristics.

Not applicable, as this is plotted Residential colony project without any glass wall.

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

This is not centrally air conditioned building project, this is Residential colony project which rely more on natural ventilation. However during extreme weather (Summer/Winter) it is essential to have control on air filtration. With use of modern building Materials & technology it is possible to make air tight construction and control air infiltration rate. Application of sealants/weather-strips proposed shall take care of this aspect. Air infiltration rate is controlled within the limit prescribed in ECBC norms, for main Entrance door it is less than 5 l/s-m2 and for other fenestration it is less than 2l/s-m2.

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.

Not applicable, as this is plotted Residential colony project without any glass wall.

10.0 Environment Management Plan

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



Form-1A


Table4: Environment Management Plan

SN Potential Impact Action Parameters for

Monitoring Timing

I. Construction Phase

1. Air Emission

All equipments will be operated within specified design parameters.

Random checks of equipment logs/ manuals

Construction activities

Vehicle trips to be minimized to the extent possible

Vehicle logs

Site clearance and construction activities

Any dry, dusty materials stored in sealed containers or prevented from blowing.

Absence of stockpiles or open containers of dusty materials.


Compaction of soil during various construction activities

Construction logs


Ambient air quality within the premises of the proposed unit to be monitored.

PM10, PM2.5, SO2, NOx and CO

As per SPCB requirement.

2. Noise

List of all onsite noise generating machinery with age to be prepared. Equipment to be maintained in good working order.

Equipment logs, noise reading

During construction phase.

Working during night to be minimized.

Working hour records Construction activities

Generation of vehicular noise

Maintenance records of vehicles


Implement good working practices (equipment selection and sitting) to minimize noise and also reduce its impacts on human health (ear muffs, safe distances, and enclosures).

Site working practices records, noise reading

During construction Phase.

No machinery running when not required.

Acoustic mufflers/enclosures to be provided in large engines

Mufflers/enclosures in place.

Prior to use of equipment.

Noise to be monitored in ambient air within the plant premises.

Noise reading

As per SPCB requirement or quarterly whichever is lesser.

The Noise level will not exceed the permissible limit both during day and night.

All equipment operated within specified design parameters.

Random checks of Equipment logs/ manuals



Vehicle logs




Form-1A


3. Wastewater Discharge

No untreated discharge to be made to surface water, groundwater or soil.

No discharge hoses in vicinity of watercourses.


Waste water will be discharged to outside drainage.

Discharge norms for effluents as given by SPCB.


Take care in disposal of wastewater generated such that soil and groundwater resources are protected.

Discharge norms for effluents as given by PCB.

4. Soil Erosion

Minimize area extent of site clearance, by staying within the defined boundaries

Site boundaries not extended / breached as per plan document.


Protect topsoil stockpile where possible at edge of site.

Effective cover in place.


5. Drainage and effluent Management

Ensure drainage system and specific design measures are working effectively. The design to incorporate existing drainage pattern and avoid disturbing the same.

Visual inspection of drainage and records thereof

During construction phase

6. Waste Management

Implement waste management plan that identifies and characterizes every waste arising associated with proposed activities and which identifies the procedures for collection, handling & disposal of each waste arising.

Comprehensive Waste Management Plan in place and available for inspection on-site. Compliance with MSW Rules, 1and Hazardous Wastes (Management, Handling and Trans Boundary Movement Rules), 2008

Prior to site Clearance.

7.

Non-routine events and accidental releases

Plan to be drawn up, considering likely emergencies and steps required to prevent/limit consequences.

Mock drills and records of the same


8. Environmental Management Cell/Unit

The Environmental Management Cell/Unit is to be set up to ensure implementation and monitoring of environmental safeguards.

A formal letter from the management indicating formation of Environment Management Cell


II. Operational Phase

9. Air Emission

Stack emissions from DG set to be monitored

PM, SO2, NOx, CO

During operation phase

Ambient air quality within the premises of the proposed unit to be monitored. Exhaust from vehicles to be minimized by use of fuel efficient vehicles and well maintained

PM10, PM2.5, SO2, NOx, and CO as given by SPCB. Vehicle logs to be maintained



Form-1A


Table 5: Environment Monitoring Plan (Construction Phase)

S. No. Particulars Parameters Frequency

1. Ambient Air Monitoring PM10, PM2.5, SO2, NOx, CO Half Yearly

2. Water Quality Monitoring Drinking Water Standard Half yearly

3. Noise Level Monitoring 24 Hrs. Noise Level Once in a month

vehicles having PUC certificate.


Vehicle logs

10. Noise

Noise generated from operation of DG set to be optimized and monitored. DG sets are to be provided with acoustic enclosures with appropriate height of chimney above roof level or as specified by PCB

Maintain records of vehicles During operation

Phase

Generation of vehicular noise

Maintain records of vehicles

11. Wastewater Discharge

No untreated discharge to be made to surface water, groundwater or soil.

No discharge hoses in vicinity of watercourses.

During operation phase.

Take care in disposal of wastewater generated such that soil and groundwater resources are protected

Discharge norms for effluents as given by SPCB

12. Drainage and Effluent Management

Ensure drainage system and specific design measures are working effectively. Design to incorporate existing drainage pattern and avoid disturbing the same.

Visual inspection of drainage and records thereof


13. Energy Usage

Replacement of conventional luminaries to energy efficient luminary fittings

Luminary parameters During operation phase

14. Emergency preparedness, such as fire fighting

Fire protection and safety measures to take care of fire and explosion hazards, to be assessed and steps taken for prevention.

Mock drill records, on site emergency plan, evacuation plan


15. Environment Management Cell/Unit

The Environment Management Cell/Unit to be set up to ensure implementation and monitoring of environmental safeguards.

A formal letter from the management indicating formation of Environment Management Cell




Form-1A


Table 6: Environment Monitoring Plan (Operation Phase)

S. No. Particulars Parameters Frequency

1. Ambient Air Monitoring PM 2.5, PM 10, SO2, NOx, CO Half yearly

2. Stack Emission Monitoring PM, SO2, NOx Half yearly

3. Treated Effluent Monitoring pH, BOD, COD, O& G, Total

Suspended Solids Monthly

4. Noise Level Monitoring 24 Hrs. Noise Level Quarterly

Table 7: Environment Budget (Operation Phase)

COMPONENT

CAPITAL COST (Rs in Lacs)

RECURRING COST (Rs in Lacs)/Annum

Topsoil Conservation 39 04

Green Belt Development 542 10

Sewage Treatment Plant 60 5

Dual Plumbing 32 3

Rain Water Harvesting 43 2

TOTAL 716 24

01 OWC for all the 06 Nos. of projects will be installed for treatment of Bio-degradable waste.

Table 8: Environment Budget (Construction Stage) for 3 Years

COMPONENT UNIT Total Cost for 3

yrs in Lac

WATER FOR DUST SUPPRESSION L.S. 4.2

SITE SANITATION - (Mobile Toilets etc) L.S. 3

MOBILE STP L.S. 3

LABOUR HEALTH CHECK UP L.S. 1

DUST MASK & EARPLUG FOR WORKERS L.S. 2

WHEEL WASHING L.S. 1.5

WASTE STORAGE BINS - LABOUR CAMP/SITE OFFICE

L.S. 0.6

ENVIRONMENT MONITORING L.S. 3

TOTAL 18.3

M/s Faith Buildtech Pvt Ltd

Development of Residential Colony (10.781 acres) under Deen Dayal Jan Awas Yojna (DDJAY), at village

Mohammadpur Gujar and Sohna, Sector 35, Sohna, Dist. Gurugram, Haryana

CONCEPTUAL PLAN

ITHC/PRJ/18-19/EIA/140/REV02 IND TECH HOUSE CONSULT 36

1. INTRODUCTION The proposed project is located at village Mohammadpur Gujar and Sohna, Sector 35, Gurgaon, Haryana. The developer of the project is M/S Faith Buildtech Pvt. Ltd. The Land use of project site is residential which is in conformity with the Sohna master plan. The objective of the study is to carry out Environmental Impact Assessment (EIA) for the proposed project to meet the environmental compliance laid down by the Ministry of Environment, Forest & Climate Change (MoEF&CC), Govt. of India. The scope of the study would be as per the EIA guidelines outlined by the MoEF for new construction project.

Fig. 1. Sohna Master Plan 2031 Land use- Residential




CONCEPTUAL PLAN


2.0 PROJECT DETAILS The proposed plotted colony project is planned at village Mohammadpur Gujar and Sohna, Sector 35, Gurgaon, Haryana on a total Plot area of 43629.8 sq m. (10.781 Acres). The total built-up area is approximately 67622.7 sq m. The project will provide following facilities for comfortable living. • Lush Green • Adequate Parking • Community Space & Convt. Shopping • DG set Power back up. The Design approach shall be sensitive to environmental issues. The main thrust shall be laid on Energy conservation, safety and ease of maintenance and current technological development. The Design Philosophy is to ensure fulfillment of all functional requirements in accordance with Design Guidelines, Relevant Standards and Codes as well as local Bye laws. The salient features of the project are given in table: 1 below

Table1. Salient features of Proposed Project

Sl. No. Description Quantity Unit

GENERAL 1 Plot Area 43629.8 SQMT 2 Proposed Built Up Area 67622.7 SQMT

3 Number of Building Blocks 233 (231+1+1) No.

4 Total no of Plotted Houses 231 No. 5 Max Height of Building (Upto Terrace) 15 M 6 Max No of Floors G+2 No.

7 Expected Population (3119 Residential+1204 Floating) 4323 No.

8 Cost of Project 136.45 CR AREAS

9 Permissible Ground Coverage Area 18431.75 SQMT 10 Proposed Ground Coverage Area 18430.2 SQMT 11 Permissible FAR Area 56263.99 SQMT 12 Proposed FAR Area 53062.77 SQMT 13 Non FAR areas 14559.93 SQMT 14 Proposed Total Built Up Area 67622.7 SQMT

WATER 15 Total Water Requirement 327 KLD 16 Fresh water requirement 211 KLD 17 Treated Water Requirement 116 KLD 18 Waste water Generation 242 KLD 19 Proposed Capacity of STP 355 KLD 20 Treated Water Available for Reuse 194 KLD




CONCEPTUAL PLAN


21 Treated Water Recycled 116 KLD

22 Surplus treated water to be discharged in Municipal Sewer 78 KLD

RAIN WATER HARVESTING 23 Total Run off Discharge for Rain Water Harvesting 402 KL 24 No of RWH of Pits Proposed 3 No.

PARKING 25 Proposed Total Parking 693 Nos. 26 Parking on Surface 693 Nos.

GREEN AREA 27 Proposed Green Area (28.1% of plot area) 12259.96 SQMT

WASTE 28 Total Solid Waste Generation 1.66 TPD 29 Organic waste 1.01 TPD 30 Quantity of E-Waste Generation- Kg/Day 8.54 KG/DAY 31 Quantity of Hazardous waste Generation 3.99 LPD 32 Quantity of Sludge Generated from STP 163 KG/DAY

ENERGY 33 Total Power Requirement 3071 KVA 34 DG set backup 04x750 KVA 35 No of DG Sets 4 No.

3.0 CONNECTIVITY

The Project site is well connected to network of roads. Almost all the surrounding and nearby areas are connected with network of roads. Basai Railway Station is at 21.58 km N (Small Halt) & Gurgaon Railway Station is at 23.54 km N (Major). Google image showing location and connectivity of project site is as given below (Ref, fig.2 & 3.)




CONCEPTUAL PLAN


Fig 2: Project site Location on Google Image

PROJECT SITE

SOHNA G

URG

AON RO

AD

TOWRDSREWARI

TOWRDSPALWAL

TOWARDSGURGAON

Fig 3 500 M radius map Around the project SIte

PROJECT SITEA B

C D

EFGH

IJ

A 28° 16' 51.47"N, 77° 03' 26.69"EB 28° 16' 51.69"N, 77° 03' 36.88"EC 28° 16' 53.61"N, 77° 03' 39.01"ED 28° 16' 53.46"N, 77° 03' 39.99"EE 28° 16' 49.58"N, 77° 03' 39.39"EF 28° 16' 47.45"N, 77° 03' 36.46"EG 28° 16' 45.82"N, 77° 03' 35.57"EH 28° 16' 45.60"N, 77° 03' 29.65"EI 28° 16' 48.34"N, 77° 03' 31.10"EJ 28° 16' 48.58"N, 77° 03' 26.86"E




CONCEPTUAL PLAN


Fig 4 10 Km Radius Topo Map

4.0 PROJECT SURROUNDINGS

Project site is located at village Mohammadpur Gujar and Sohna, Sector 35, Gurgaon, Haryana. The location coordinate of project site are 28016’49.83” N to 77003’33.77” E. .

Table-2: Site and Surrounding of the project Site

S. No. Particulars Details1. Nearest National Highway NH 8: 13.54 KM NW

2. Nearest Railway Station Basai Railway Station: 21.58 km N (Small Halt) Gurgaon Railway Station: 23.54 km N (Major)

3. Nearest Airport Indira Gandhi International Airport: 30 KM E 4. Nearest Town/ City Sohna 5. River Body Nill 6. Hills/ Valleys Nil 7. Site Topography Plain 8. Archaeologically Important

Site Nil

9. National Parks/ Wildlife Sanctuaries

Nill

10 State Boundary Nil

12. Seismicity The study area falls under Seismic Zone-IV




CONCEPTUAL PLAN


5.0 OCCUPANCY DETAILS The total population of the project will be approx. 4323 persons including 3119 residents, 1204 floating. Details of population are given below in Table -3.

Table -3 Population Detail POPULATION

RESIDENTIAL PLOTS POP/PLOT TOTAL

POPULATION NO OF PLOTS 231 13.5 3118.5 TOTAL 3119 NON RESIDENTIAL

COMMUNITY HALL/COMMERCIAL (Employees etc. )

COMMERCIAL (SHOPPING) LS 22 FACILITY MANAGEMENT STAFF LS 40 TOTAL 62 VISITORS RESIDENTIAL 390 COMMUNITY 555 COMMERCIAL 197 TOTAL VISITORS 1142 TOTAL POPULATION 4323

6.0 WATER DEMAND 6.1 Water supply & source

The water supply for the residential project during operation phase will be sourced from HUDA. The total water demand is approximately 327 KLD. After recycling and reuse of 116 KLD treated water, the net fresh water requirement will be 211 KLD. Details of daily water requirement, waste water generation & reuse of treated water are given below in Table 4 and water balance diagram is given in Figure-5. below.

Table 4: Calculations for Daily Water Demand for the Project

WATER REQUIREMENT

POPULATION/ AREA/UNIT

RATE IN LTS

TOTAL QTY IN

KL RESIDENTIAL DOMESTIC 3119 65 202.70 FLUSHING 3119 21 65.49 NON RESIDENTIAL (Working)




CONCEPTUAL PLAN


DOMESTIC 62 15 0.93 FLUSHING 62 15 0.93 VISITORS DOMESTIC 1142 6 6.85 FLUSHING 1142 6 6.85 TOTAL POPULATION 4323 Area in sqm GARDENING 12260 3.5 42.91 TOTAL WATER REQUIREMENT 327

Fig 5: Water Balance Diagram for the Project

7.0 SEWAGE GENERATION

Construction phase: Quantity of sewage generated during the construction phase will be negligible and proper management will be done by providing mobile toilets. Septic tank will be provided on site for treatment.




CONCEPTUAL PLAN


Operational Phase: Sewage generated during operation phase would be approx 242 KLD. Capacity of onsite STP is 355 KLD.

8.0 WASTE GENERATION, COLLECTION, TRANSPORT AND DISPOSAL

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 roads, tiles, wood etc. The following steps are to be followed for the management solid waste: • Construction yards are used for storage of construction materials. • The excavated material such as topsoil and stones will be stacked for reuse during

later stages of development. • Excavated top soil will be stored in temporary constructed soil bank and will be

reused for landscaping of the Project. • Remaining soil will be utilized for back filling / road work /raising of site level at

locations.

Waste generation during Operation Phase During operation phase municipal solid waste would be generated from the project. The quantification of different type of waste likely to be generated are given below in table:5 below

Table 5: Quantity of Waste Generation during operation phase

WASTE GENERATION

Total Waste Generation 1.66 TPD Organic Waste Generation 1.01 TPD E- Waste Generation 8.5 KG/Day

Sludge Generation 163 KG/Day

Hazardous Waste Generation (DG Waste Oil) 3.99 Lts/ Day

(Source: The solid waste generation has been calculated @ 0.5 kg per capita per day basis ad per guideline of (CPHEEO) manual.) Following arrangements will be made at the site in accordance to Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2016.

Collection and Segregation of waste

1. A door to door collection system will be adopted for collection of domestic waste

in colored bins from household units. 2. Biodegradable & non biodegradable waste shall be separately collected to

ensure segregation at source.




CONCEPTUAL PLAN


3. For community hall & commercial occupancy, adequate number of colored bins separate for Bio-degradable and Non Bio-degradable will be placed at planned location.

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

Treatment of Bio-Degradable wastes Biodegradable /Organic Waste would be shall be treated on site OWC and will be used as manure. Non Biodegradable waste Recyclables, such as plastic, rubber, wood pieces, glass etc will be segregated from non biodegradable waste & sold to authorize vendors for recycling & remaining inert waste shall be sent to land fill site through authorized vendor as per the guidelines of Solid Wastes (Management and Handling) Rules, 2016 STP sludge will also be used for horticultural purposes as manure.

9.0 POWER REQUIREMENT DETAILS

The power supply shall be supplied by Dakshin Haryana BijliVitran Nigam Limited (DHBVNL) the estimated electrical demand load & proposed power back to be used during power failure shall be as per details given in Table:6 below.

Table: 6 Power & DG detail

ELECTRICAL LOAD & DG BACK UP`

ELECTRICAL - DEMAND LOAD 3071 KVA POWER BACK UP - DG SETS 04X750 KVA DG STACK HEIGHT AS/CPCB NORMS

9.1 BACKUP POWER DETAILS

There is provision of 4 no. (4X750) of DG sets for power back up in the Project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.

Energy Conservation Measures: The energy conservation measures shall be taken as per ECBC norms

10.0 STORM WATER DRAINAGE & RAIN WATER HARVESTING SYSTEM A network of covered/underground storm water drain will be developed to collect rain water runoff from roof tops. Strom water would be channelized to rain water harvesting structure designed to charge the rain water to ground water aquifer. The storm water will pass through the desilting chamber before finally discharging to percolation tank. Design details of Rain Water Harvesting structure are given in the table 7 & Figure 8 below




CONCEPTUAL PLAN


Table 7: RAIN WATER HARVESTING STRUCTURE/PIT

S.No Description Total area Unit

1 Area Details a Total Plot area 43625.04 M2 b Roof area 18430.20 M2 c Green area 12259.96 M2 d Road and paved area 12934.88 M2 e 2 Design Parameters a Intensity of Rainfall Considered 45 mm/hr b Run-off Co-efficients Considered for:- i Roof Area 0.9 iii Green Area 0.2 ii Road & Paved Area 0.6 iv 3 Rainfall Discharge a Roof area 746 M3 b Green area 110 M3 c Road and paved area 349 M3 Total Rainfall Discharge 1206 M3 4 Retention Time Considered 20 Minutes 5 Total Run off Discharge for Rain Water Harvesting 402 M3

6 Size of Rain Water Harvesting Structure for community and commercial area

a Length 4 Mtr b Width 3 Mtr c Depth 4.5 Mtr

7 Holding Capacity Rain Water Harvesting Structure for community and commercial area

54.00 M3

8 No.of Rain Water Harvesting Pit for community and commercial area

1 M3

9 Run off Discharge excluding community and commercial area

348 M3




CONCEPTUAL PLAN


10 Size of Rain Water Harvesting Structure for plots a Length 6 Mtr b Width 4.5 Mtr c Depth 4.5 Mtr

11 Holding Capacity Rain Water Harvesting Structure for plots

121.50 M3

12 No.of Rain Water Harvesting Pit for plots Required 2.9 Nos

13 No.of Rain Water Harvesting Pit for plots Proposed 3 Nos

Total of 03 Rain Water Harvesting pits are planed rain water recharge within the project premises.

Figure-6: A typical Recharge pit section for Residential area




CONCEPTUAL PLAN


Figure-7: A typical Recharge pit section for Commercial & Community

11.0 LANDSCAPE DEVELOPMENT

Total green area measures 12259.96 m2 i.e. 28.1% of the total plot area. Green Area will be utilized for peripheral tree plantation, road side plantation & for plantation of shrubs, lawn, and ground cover. For tree plantation preference will be given to local tree with large leafs & dense foliage for shading & reduction of air & noise pollution. The plant species would be selected from the list given below:




CONCEPTUAL PLAN


THE LIST OF PLANT SPECIES LIKELY TO BE PLANTED S. No. Botanical Name Common Name Number/area

Peripheral Plantation 1 Ficus benjamina Fig 253 nos 2 Manilcara zapota Cheeku 527 nos Total 780 nos Avenue Plantation 1 Cassia fistula Amaltas 59 nos 2 Azadirachta indica Neem 30 nos 3 Polyalthia longifolia Ashoka 45 nos 4 Mimusops elengi Maulsari 24 nos 5 Delonix regia Gulmohar 26 nos Total 184 nos

List of Shrubs Avenue Shrubs Plantation 1 Bougainvillea 560.74 sqm Organized Green Plantation 1 Roystonia regia 07 nos 2 Wodytia bifurcata 07 nos 3 Dypsis lutescens 07 nos Total 21 nos

12.0 PARKING FACILITIES

For smooth circulation of vehicles & reduction of pollution separate entry & exits with gates of adequate sizes are planned. Provision for car/vehicle parking is planned in the surface. Apart from peripheral roads for vehicular movement internal roads/pavements are planned for traffic free movement of pedestrians. Details of parking provision are given in Table:8

Table-8: Parking Details

Proposed Total Parking 693 Nos. Parking on Surface 693 Nos.

13.0 Risk and Hazards 13.1 Seismicity

Based on the tectonic features and records of earthquake, a Seismic Zoning map has been developed for the country by Bureau of Indian Standard (BIS). The project site falls in Seismic Zone-IV. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structures. The structural design shall be vetted by the agency nominated by local body. Earthquake resistant construction techniques will also be used.




CONCEPTUAL PLAN


13.2 Fire Safety

Fire Fighting provisions are : As per National Building Code 2016(part IV) 14.0 ENVIRONMENTAL POLLUTION MITIGATION MEASURES 14.1 Air Pollution

Increased traffic generation due to project, parking space proposed for the project is 693 is not going to cause significant increase in atmospheric concentration of gases and will not result in heat island formation as adequate landscaping has been provided. Mitigation Measures for Air Pollution during Construction Stage Air quality around the project site will be impacted during construction stage. Various construction activities especially related to handling of loose material are likely to generate fugitive dust that will affect the air quality of the surrounding area of the project site. To minimize such impacts following measures has been proposed:

All the loose material either stacked or transported will be provided with suitable

covering such as tarpaulin, etc. Water sprinkling shall be done at the locations where dust generation is

anticipated. To minimize the occupational health hazard, proper personal protective gears i.e.

mask shall be provided to the workers who are engaged in dust generation activity.

Mitigation Measures for Air Pollution during Operational Stage Operation of DG Sets is the only source of air pollution during operational phase. Stack height (as per CPCB norms) will be provided for proper dispersion of pollutants. Also, it is proposed to minimize air pollution by providing plantation as buffer on the periphery of the project site and on the open spaces. An area of 12259.96 m2 i.e. 28.1% of the total area has been kept for green development & plantation purposes.

14.2 Water Pollution

The source of water pollution during construction and operation phase is due to waste water generated from toilets and washing.

14.3 Noise Environment

It is envisaged that within the proposed project there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the sides of internal roads, on the open spaces inside and around the periphery of whole complex. Proper maintenance of the internal roads will also be carried out and Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission




CONCEPTUAL PLAN


standards fixed by Government Authorities. DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits. Mitigation Measures for Noise Pollution during Construction Stage During the construction stage, expected noise levels shall be in the range of 80-85 dB (A) which will decrease with increase in distance as per the Inverse Square Law. Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure minimum noise at receiver’s end. To prevent any occupational hazard, ear muff / ear plug shall be given to the workers working around or operating plant and machinery emitting high noise levels. Use of such plant or machinery shall not be allowed during night hour. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact. Mitigation Measures for Noise Pollution during Operation Stage It is envisaged that there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the open spaces and around the periphery of whole complex. Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities. DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits.

15.0 CONSTRUCTION MATERIALS

The following construction materials are required for residential construction;

1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Cement 5. Fly Ash 6. Reinforcement steel 7. Plywood & steel shuttering 8. Pipe scaffolding (cup lock system) 9. Bricks 10. Marble/vitrified/ceramic floor & wall tiles

11. P.V.C. conduit 12. MCBs/DBs 13. Overhead water tanks 14. Pavors 15. Conc, CI, GI, CPVC, UPVC pipes 16. Sanitary fittings & fixtures 17. Stainless steel sink 18. Glass 19. Joinery hardware 20. Aluminium Frames 21. Electrical equipments, fittings & fixtures.

16.0 LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper (ii) Concrete mixer with hopper (iii) Excavator (iv)Concrete Batching Plant (v) Cranes (vi) Road roller (vii Bulldozer (viii) Tower Cranes




CONCEPTUAL PLAN


(ix) Hoist (x) Labor Lifts (xi) Concrete pressure pumps (xii) Mobile transit mixer

17.0 PROJECTCOST The total construction cost of the Plotted colony project is approximately Rs 136.45 Crore.