ENVIRONMENT CLEARANCE FOR PROPOSED GROUP HOUSING …environmentclearance.nic.in/writereaddata/EIA/... · use (with respect to local land use plan) No Proposed development is as per

ENVIRONMENT CLEARANCE

FOR

PROPOSED GROUP HOUSING MEASURING 2.3828 ACRES AT SECTOR-15 PART-II, GURUGRAM MANESAR URBAN COMPLEX,

GURGAON, HARYANA

FORM 1, FORM 1A AND CONCEPTUAL PLAN

Project Proponent:

M/S PAX PROPERTIES 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] SEPTEMBER, 2018

mailto:[email protected]

ENVIRONMENT CLEARANCE FOR PROPOSED GROUP HOUSING MEASURING 2.3828 ACRES AT SECTOR-15 PART-II, GURUGRAM MANESAR URBAN

COMPLEX, GURGAON, HARYANA

Project Proponent: M/S PAX PROPERTIES 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.

For and on behalf of: Ind Tech House Consult

Approved by: Mr. Soumya Dwivedi

Signed:

Position: EIA Coordinator

Date: September, 2018

Declaration by Experts Contributing to the Environment Clearance of Proposed Group Housing Measuring 2.3828 Acres at Sector-15 Part-II, Gurugram Manesar Urban Complex, Gurgaon, 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. Soumya Dwivedi

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 13

II Form 1 A 14 to 33

III Conceptual Plan 34 to 48

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/APPROVALS

License Annexure-B1

Forest NOC Annexure-B2

Zoning Plan Annexure-B3

Power Assurance Annexure-B4

Water Assurance Annexure-B5

C CONSULTANT DISCLOUSURE

NABET Accreditation letter Annexure-C1

D DRAWINGS

Site Plan Annexure-D1

1st Basement Plan Annexure-D2

2nd Basement Plan Annexure-D3

E Additional Documents

Board of Resolution for authorized Signatory Annexure-E1

Traffic Study Annexure-E2

M/S PAX Properties Pvt Ltd.

ENVIRONMENTAL CLEARANCE FOR PROPOSED GROUP HOUSING MEASURING 2.3828 ACRES AT SECTOR-15 PART-II, GURUGRAM

MANESAR URBAN COMPLEX, GURGAON, HARYANA Form-1

ITHC/PRJ/18-19/EIA/159/Rev.01 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 Proposed Group Housing on Plot area Measuring 2.3828 Acres at Sector 15 –Part II, Gurugram Manesar Urban Complex, 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: 9,642.834 sq. m. Total Built up area: 29,605.19 sq. m. Max No. of floors: 2B+G/ST+26 Max. height of Building: 94.9 m Total no. of building blocks: 2

4. New/Expansion/Modernization New

5. Existing capacity/area etc. No

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 Sector-15 Part-II, Gurugram Manesar Urban Complex, Gurgaon, Haryana

Plot/Survey/Khasra No. -

Village Sector-15 Part-II

Tehsil Gurgaon

District Gurgaon

State Haryana

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

Gurgaon Railway Station: 3.87 km, NW Indira Gandhi International Airport: 9.23 km, N

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

Site exists in Gurgaon.

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

-

13. Name of the applicant M/S PAX Properties Pvt Ltd in collaboration with Alpha Corp Development Pvt Ltd.

14. Registered Address E-139, Saket, New Delhi-110017

15. Address for correspondence: Golf View Corporate Tower, Tower-A, Golf Course Road, Sector-42, Gurgaon

Name Mr. Akhilesh Mishra

Designation (Owner/Partner/CEO) General Manager

Address 6th Floor, Tower A, Golf View Corporate Tower, Golf Course Road, Sector-42, Gurgaon

Pin Code 122002

E-mail [email protected]

Telephone No. 0124-4831111

mailto:[email protected]





Fax No. 0124-4831100

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

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, Project proposal does not involves approval/clearance under subhead a, b & c.

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

(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.)

S.No.

Information/Checklist confirmation

Yes/No

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

with source of information data

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

No Proposed development is as per Master Gurgaon Manesar Master Plan 2031.

1.2 Clearance of existing land, vegetation and buildings?

Yes There are 02 trees available on site out of which 01 tree will be cut & 01 will be retained. Compensatory plantation will be done as per norms.

1.3 Creation of new land uses?

No No new land use is proposed. The proposed site is for residential development.

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

Yes Soil testing investigation has been done.

1.5 Construction works?

Yes The major construction works are given below:

Site Development





Road Development

Internal roads Utilities/Services

Water Supply

Sewerage

Drainage

Rain Water Harvesting Structures and Pits

Power supply and back up facility, Buildings

Residential

1.6 Demolition works? No Demolition work is not involved in this project.

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

Yes Mostly, local labors will be employed. However temporary labor camps will be established for laborers during the construction stage. All the construction activities including storage of raw materials will be confined to the storage spaces earmarked on project site only.

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

Yes Above ground building structures will include building of 2B+G/ST+26. The earthwork involved for foundation and basement.

1.9 Underground works including mining or tunneling?

Yes Underground works includes excavation of earth for construction of foundation and basement etc.

1.10 Reclamation works?

No Not Applicable

1.11 Dredging?

No Not Applicable

1.12 Offshore structures?

No Not Applicable

1.13 Production and manufacturing processes?

No Not Applicable

1.14 Facilities for storage of goods or materials?

Yes Temporary storage facilities will be created during construction phase for storage of construction materials.

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

Yes Solid Waste Construction Stage :

The construction stage solid waste will comprise mainly of construction waste. The construction debris generated will be reused within the site for various construction works. In addition to that there will be generation of small quantity of municipal waste from 40 (25 camp and 15 floating) construction labors. It will be ensured that the generated waste will be sent to nearest designated waste storage bins.





Operation Stage: Solid waste generation from the facility will be approximately 0.34 TPD including 0.21 TPD bio-degradable wastes. Solid waste generated from different apartments and other areas will be collected daily on door to door basis by the dedicated and trained housekeeping staff. Twin bin systems will also be provided for collection of waste segregated at sources. Recyclable wastes will be sold to authorized vendors and non- recyclable wastes will be disposed through authorized agency to municipal waste disposal site. Biodegradable (including horticulture) shall be treated in OWC installed at site. Sewage sludge 32 Kg/day of sewage sludge will be generated which will be use as manure for plants and surplus manure will be sold to the farmers. Hazardous waste: 2.10 liters/day of waste oil from DG sets will be generated this will be sold to authorized recyclers. Liquid Effluent Construction Stage: During the construction stage 1.86 KLD domestic liquid effluent generations will be limited to small quantity from labor camp proposed at site. Wastewater generated from construction site contains suspended materials, and washings from various areas. Construction wastewater shall be collected in a separate basin and shall be reused after primary treatment for sprinkling on roads. Mobile toilets and potable water facilities will be provided at site during construction phase for labour and staff. Operation Stage:

Approximately 48 KLD of waste water will be generated from the proposed facility. This effluent will be treated in Sewage Treatment Plant of 55 KLD capacities within the site. The treated water from STP will be reused for flushing, DG Cooling and landscaping.

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?

Yes

Road traffic is expected to be increased marginally during construction and operation phases of the project. No significant impact is anticipated on road and rail traffic due to construction of this complex.

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

No Existing road network will be used.

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

No Not Applicable

1.20 New or diverted transmission lines or pipelines?

No Not Applicable

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

No Not Applicable

1.22 Stream crossings?

No Not Applicable

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

Yes Main source of water is municipal water supply augmented with the water supply from HUDA.

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

No By considering run off prior to development & run off after development there is some increment in storm water runoff. However runoff generated from the project site during monsoon season will be recharged to ground water aquifer. Network of drainage system developed in the site will be used to collect roof as well as surface runoff.

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

Yes During construction phase transport of personnel as well as construction materials would be required. The personnel would preferably be engaged from nearby areas. Precaution will be taken to reduce the impact of vehicular movement by trying to avoid the vehicular trips during peak hours.

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?

Yes Minor and temporary impacts on environment are anticipated due to the increased traffic

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

Yes Construction phase – Temporary influx of about 40 labors (25 camp and 15 floating) from the nearby areas is expected.





Operation phase – 618 persons residential + 170 persons floating.

1.29 Introduction of alien species?

No Not Applicable

1.30 Loss of native species or genetic diversity?

No Not Applicable

1.31 Any other actions?

No Not Applicable

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

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

S.No.

Information/checklist confirmation

Yes/No Details thereof (with approximate

quantities /rates, wherever possible) with source of information data

2.1 Land especially undeveloped or agricultural land (ha)

No Proposed development is as per Master plan.

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

Yes Main source of water supply is municipal water supply by HUDA.

2.3 Minerals (MT)

No Not Applicable

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

Yes All materials for construction will be arranged by nominated contractors / suppliers.

2.5 Forests and timber (source – MT) Yes Negligible quantity (only at selected locations)

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

Yes Complex will need 928 KW of electricity. Developer will provide D.G sets of 1510 KVA for power backup in case of electricity failure.

2.7 Any other natural resources (use appropriate standard units)

No Not Applicable

3. Use, storage, transport, handling or production of substances or materials,

which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health.

S.No.


Yes/No

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

source of information data

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

No This is a Group Housing Project and no storage of hazardous chemicals (as per MSIHC rules) will be made, apart from limited quantity of HSD storage (for DG set operation).

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

No Suitable drainage and waste management measures will be adopted to restrict stagnation of water & accumulation of waste. This will effectively restrict the





reproduction and growth of disease vectors.

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

No Not Applicable

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)

S.No.

Information/Checklist confirmation Yes/No



4.1 Spoil, overburden or mine wastes No Excavated top soil will be properly stacked, it will be reused as top layer for horticulture development. Remaining soil will be used for site leveling, back filling/filling in raft and road construction.

4.2 Municipal waste (domestic and or commercial wastes)

Yes Construction Phase:

Municipal solid waste – Total 9.75 kg/day of waste, 7.50 kg/day (from labor camp) and 2.25 kg/day (floating labor) Operation Phase: Municipal solid wastes – 0.34 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 authorized vendors. Biodegradable waste will be treated in onsite OWC.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes Waste oil 2.10 Lts on daily basis from DG sets will be the only hazardous waste generated from the project. This waste oil will be carefully stored in HDPE drums in isolated covered space and sold to recycler authorized by CPCB/SPCB. Suitable care will be taken to prevent spills/ leaks of used oil from storage.

4.4 Other industrial process wastes No Not Applicable

4.5 Surplus product No Not Applicable

4.6 Sewage sludge or other sludge from effluent treatment

Yes Dried sludge from the STP will be used as manure for horticulture development. Surplus manure will be sold to farmers.

4.7 Construction or demolition wastes Yes Most of construction waste will be used in building construction.

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)

S.No.


Yes/No



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

Yes Emission will be from Stationary Sources: DG sets Mobile Sources: Vehicular emissions CPCB approved DG sets with acoustic canopy will be used only during power failure.

5.2 Emissions from production processes No Not Applicable

5.3 Emissions from materials handling including storage or transport

Yes Emissions from the vehicles/ machinery used for the construction.

5.4 Emissions from construction activities including plant and equipment

Yes Slight emissions from welding activities and working of construction equipment/ machinery shall be complied with PUC certificate only.

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: • Use of RMC to reduce material handling & dust generation. •Tarpaulins will be used to cover trucks carrying debris. Water sprinkling will be practiced at regular intervals to reduce dust emissions. Dust generated during operation stage shall be minimal due to vegetated & hard surface. Sewage generated from proposed project will be treated in onsite STP.

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 Not Applicable

5.8 Emissions from any other sources No Not Applicable

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

S.No.


Yes/No Details thereof (with approximate

quantities/rates, wherever possible) with source of information data

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 - 75 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. Workers working near high noise construction machinery would be supplied with ear muffs/ear plugs. During operation noise from operation of DG sets 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 as per CPCB norms.

6.2 From industrial or similar processes No Not Applicable

6.3 From construction or demolition Yes Noise Pollution Control: Noise pollution will be due to operation of machinery as well as transportation vehicles. Following precautions shall be taken to control noise pollution : High noise generating construction activities would be carried out only during day time. Installation, use and maintenance of mufflers on equipment. Workers working near high noise construction machinery would be supplied with ear muffs/ear plugs.

6.4 From blasting or piling No Not Applicable

6.5 From construction or operational traffic Yes Traffic will increase due to the use of vehicles by visitors. Noise levels due to vehicles will be there. To reduce the noise level green belts and tree shall be there which shall act as good noise absorbers.





6.6 From lighting or cooling systems No Not Applicable

6.7 From any other sources No Not Applicable

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

S.No.


Yes/No



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

Yes The waste oil generated during operation phase from the DG sets will be collected and separately stored in HDPE drums over concrete floor within the premises before final disposal. All precautionary steps will be taken to avoid spillage It will be directly transferred to authorized recyclers.

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

Yes Generated Sewage from the project will be treated in the STP (55 KLD) proposed onsite, and recycled within the proposed project facility for flushing, gardening & DG cooling.

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

No Dust generation during construction phase from earthworks and movement of vehicles was 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 any impacts. DG exhaust will be discharged at height stipulated by CPCB. Height of stack will be 6 mt above the terrace of tallest tower.

7.4 From any other sources No Not Applicable

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

No STP will be installed to treat the waste water. Treated effluent will be used for flushing, horticultural purposes & DG cooling.

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

S. No.


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 Nil

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

No The project site falls in Seismic Zone-IV. The architectural and structural design of buildings will comply earthquake resistant requirement as per code. Chances of Floods are very less. Landslides and cloud bursting in the area not reported so far.

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

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

S. No.


Yes/No



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

Yes

The project will be equipped with dedicated internal road, parking, internal water distribution system, fire fighting system, internal sewage collection network, lighting facilities, solar lighting, and power backup facility. Increase in water and power demand. 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. No Construction materials No

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

No Not Applicable

9.3 Set a precedent for later developments

Yes This is residential development; there will be generation of employment during construction & operation phase.

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.





(II) Environmental Sensitivity

S.No.

Areas

Name/ Identity

Aerial distance Proposed project location boundary

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

Yes

Sultanpur Bird Sanctuary, 13.94 km/W

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

No Najafgarh Drain 8.0 km/NW

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

Yes Sultanpur Bird Sanctuary, 13.94 km/W

4 Inland, coastal, marine or underground waters

No Not located within 15 km of the proposed project location.

5 State, National boundaries Yes Delhi-Haryana border is at 5.49 km, N

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

No The site does not fall under any route to any pilgrim, tourist or recreational area.

7 Defense installations

No Not located within 15 km of the proposed project location.

8 Densely populated or built-up area

No Density of Surrounding development is as per HUDA.

9 Areas occupied by sensitive man-

made land uses (hospitals, schools, places of worship, community facilities)

Yes Manmade community facilities such as, schools, hospitals are planned but are not close to the site.

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

No

The project site does not fall in the notified areas for control and regulation of ground water. There will be no extraction of ground water from the project site, the fresh water will be sourced from HUDA

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 as per available records. Landslides are not applicable as the project site & surrounding land is flat.



MANESAR URBAN COMPLEX, GURGAON, HARYANA Form-1A

ITHC/PRJ/18-19/EIA/159/Rev.01 14 Ind Tech House Consult

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 Group Housing Measuring 2.3828 Acres is proposed at Sector-15 Part-II, Gurugram Manesar Urban Complex, Gurgaon. Proposed development is as per master plan. The following maps are attached.

(i) Site location, (ii) Layout ( Conceptual ) plan, (iii) Surrounding features of the proposed site (within 500 meters and 10 Km, Ref.

Annexure

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 proposed Group Housing Measuring 2.3828 Acres is proposed at Sector-15 Part-II, Gurugram Manesar Urban Complex, Gurgaon. The Brief description of the proposed project is given below in Table-1:

Table-1: Brief description of the Project

Sl. No.

Description Quantity Unit

GENERAL 1 Plot Area 9642.834 SQMT

2 Proposed Built Up Area 29605.19 SQMT

3 Number of Building Blocks (Including EWS) 2 No.

4 Total no of DU's (Including EWS) 118 No.

6 Max Height of Building (Upto Terrace) 94.9 M

7 Max No of Floors 2B+G/ST+26 No.

8 Expected Population (618 Residential+170 Floating)

788 No.

9 Cost of Project 55 CR

AREAS 10 Permissible Ground Coverage Area (35%) 3374.99 SQMT

11 Proposed Ground Coverage Area (17.5%) 1691.825 SQMT

12 Permissible FAR Area (187) 18032.10 SQMT

13 Proposed FAR Area (183.72) 17715.876 SQMT

14 Non FAR areas - (Total Basement Area, Mumty Macnine Rm area etc.)

11889.314 SQMT

17 Proposed Total Built Up Area 29605.19 SQMT

WATER





18 Total Water Requirement 74.78 KLD

19 Fresh water requirement 46.98 KLD

20 Treated Water Requirement 27.80 KLD

21 Waste water Generation 47.98 KLD

22 Proposed Capacity of STP 55 KLD

23 Treated Water Available for Reuse 38.38 KLD

24 Treated Water Recycled 27.80 KLD

25 Surplus treated water to be discharged in Municipal Sewer

10.40 KLD

RAIN WATER HARVESTING 26 Rain Water Harvesting Potential 1684.9 KL

27 No of RWH of Pits Proposed 2 No.

PARKING 28 Total Parking Required as / Building Bye Laws 150 ECS

29 Proposed Total Parking 226 ECS

30 Proposed parking on surface 2 ECS

31 Proposed parking in stilt 6 ECS

32 Proposed parking in Basements (All levels) 218 ECS

GREEN AREA 33 Required Green Area (15% of plot area) 1446.43 SQMT

34 Proposed Green Area (15.8% of plot area) 1500.79 SQMT

WASTE 35 Total Solid Waste Generation 0.34 TPD

36 Organic waste 0.21 TPD

37 Quantity of E-Waste Generation- Kg/Day 1.69 KG/DAY

38 Quantity of Hazardous waste Generation 2.10 LPD

39 Quantity of Sludge Generated from STP 32 KG/DAY

ENERGY 40 Total Power Requirement 928 KW

41 DG set backup 1510 KVA

42 No of DG Sets 2 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 will be developed in accordance with zoning regulation, building byelaws and NBC - 2016 norms. Proposed project will provide all the basic amenities such as proper drainage system, RWH system to recharge ground water aquifer, green area development and adequate measures to minimize impact on the surroundings. The proposed development will not have negative impact as the project site and surrounding is vacant and will be developed for residential development purposes. The project will provide organized open spaces and green areas adding to aesthetics and improvement of surrounding environment.





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 main reasons for erosion are over exploitation of groundwater, unstable slopes, landslides etc. The proposed site area is primarily a flat land and basement is not prone to erosion. The proposed construction will involve excavation for foundation and basement. Excavated soil will be used for backfilling and development of roads and parks. The project would involve construction of paved areas and development of green areas, which would reduce the chances of erosion subsidence. Subsidence is not anticipated, as ground water will not be used. Structural design will be vetted by the nominated agency as per rules. Soil investigation has been done. 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.) Necessary seismic factors as per codes shall be incorporated suitably while designing the structures to safeguard against earthquake risks.

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

No, proposal will not involve alteration of natural drainage system.

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

During construction phase, excavation is envisaged for construction of foundation & basement. The excavated top soil will be preserved separately for reusing it for horticulture development. The remaining soil will be properly stored under cover & will be used for site leveling, back filling and road construction. There will be no requirement to bring materials for filling from outside.

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

Water Supply:

During construction stage, treated water from nearest STP will be taken for construction works. This water will be tested for fitness for construction purpose.

Waste Generation and Handling:

Excavated soil will be stored and covered at site and it will be reused for site leveling, back filling and road construction. The fertile top soil will be reused for landscaping purpose. Spillage of oil from the machinery will be properly collected in drums and disposed off. For construction laborers, proper sanitary facilities & wash areas will be provided and good hygienic conditions will be maintained. Handling of waste generated will be managed through 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)

No, there is no low lying area observed within and in the vicinity of the project site.

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 1175.84 MT of construction waste (Calculated using TIFAC (Technology Information, Forecasting, and Assessment Council standards, @ 40 Kg / sq m) and negligible quantity of domestic waste would be generated from labours employed at site.

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

Approx. 40 labors per day will be employed during the construction stage of the project. Required sanitary, drinking water and other requisite facilities will be provided. Wash areas will be constructed and good hygienic conditions will be maintained for labour camp.

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.

Total water requirement for this project is 75 KLD, out of which approx. 28 KLD treated water from STP will be reused. The fresh water demand of 47 KLD will be obtained from HUDA. 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 75

2 Fresh Water Requirement 47

3 Total Waste water Generation 48

4 Treated water Generation 38

5 Treated water Recycled 28

Flushing 15

Gardening 5

DG Cooling 8

6 STP Proposed 55

Water requirement for horticulture development, DG Cooling & dual flushing purpose will be fulfilled by recycling the treated waste water from onsite STP. Water Balance Diagram is given below:





WATER BALANCE DIAGRAM

Total Waste water : 48KLD

Residential Fresh : 40 KLD

Proposed STP : 55

KLD

Residential Flushing : 13 KLD

Non Residential (Working) Fresh : 1 KLD

Waste Water : 32 KLD


Waste Water : 0.8 KLD

Treated Water : 38 KLD

Total FreshWaterDemand:47 KLD

Surplus treated water : 10 KLD to be discharged to municipal sewer with prior permission

Non Residential (Working) Flushing: 1 KLD

Waste Water : 1 KLD


Waste Water : 1 KLD

Recycled Treated Waste water : 28 KLD

Treated water reuse : 28 KLD

Visitors Fresh : 1 KLD

Visitors Flushing: 1 KLD

D.G Cooling : 8 KLD

Total WaterDemand ofproject : 75KLD

Gardening: 5 KLD

Swimming Pool: 5 KLD

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 HUDA. Any shortfall in supply will be met from tanker supply.

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

During operation phase, fresh water will be supplied by HUDA only. The quality of water would conform to 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. 28 KLD of treated waste water will be used to meet water required for gardening, DG Cooling and flushing. 10 KLD Surplus treated waste water will be discharged into public sewer after obtaining prior permission.

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 HUDA. 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)





As estimated, 48 KLD of waste water will be generated from the project which will be treated in on-site STP of 55 KLD capacity.

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 for the proposed project. The rain water collected from the roof top, green area and other 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 15 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 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 = 0.51 (Considering different coefficients for paved area, soft area, terrace etc) Hence incremental runoff = 0.51 – 0.2 = 0.31 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 phase of the project only in case of emergency water from tube well will be used with permission of CGWA to dug tube well. It is proposed to provide 02 No. 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 filtration for sprinkling on roads. Requirement of water for construction purposes will be 40 KLD and the runoff is not likely to be more than 4.0 KLD.





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 15 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)

Labor camp for 25 labors is proposed at the site. However, temporary rest rooms, office and first aid/ safety office, drinking water proper sanitation facility will 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)

During operation phase of the project, the estimated quantity of sewage generation is 48 KLD, which will be treated in onsite STP. Approx. 38 KLD treated water will available for recycling.

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

Estimated generation of treated water from onsite STP will be generated 38 KLD out of which 28 KLD water will be used for Flushing, DG Cooling & Gardening. Remaining 10 KLD treated water will be discharged into Public sewer after prior permission.

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)

No, there is no threat to biodiversity. 3.2 Will the construction involve extensive clearing or modification of vegetation?

(Provide a detailed account of the trees & vegetation affected by the project)

There are 02 trees are available on site in which 01 tree will be cut & 01 tree will be retained.

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 ever green, peripheral & avenue plantation with local species, ornamental as well as thick foliage plants especially on the periphery and in parking area. Green area also includes ground cover, lawns at selected locations and shrubs for shade. 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 Type

1 Acacia auriculiformis Dalmoth Evergreen/Flowering

2 Alstoniascholaris Scholar Tree Evergreen

3 Anthocephalauscadamba Kadamb Deciduous/ Flowering

4 Azadirachtaindica Neem Deciduous

5 Bassialatifolia Mahua Deciduous/ Flowering

6 Bauhinia variegated Kachnar Deciduous/ Flowering

7 Bauhniapurpurea Orchid Tree Deciduous/ Flowering

8 Bombaxmalabaricum Semul Deciduous/ Flowering

9 Caryotaurens Fish Tail Palm Evergreen

10 Callistemon lanceolatus Bottle brush Evergreen/ Flowering

11 Cassia fistula Amaltas Deciduous/ Flowering

12 Casurinaequisetifolia Evergreen

13 Chorisiaspeciosa Deciduous/ Flowering

14 Dalbergiasissoo Shisham Deciduous

15 Delonixregia Gulmohar Deciduous/ Flowering

16 Erythrinaindica Deciduous/ Flowering

17 Ficusbenjamina Weeping fig Evergreen

18 Ficusinfectoria Pilkhan, White Fig Evergreen

19 Gravelliarobusta silver oak Evergreen

20 Jacaranda mimosifolia NeeliGulmohar Deciduous/ Flowering

21 Neodypsisdecaryi Triangle Palm Evergreen

22 Peltophorumferrugineum Copper Pod Deciduous/ Flowering

23 Pheonixdactylifera Date Palm Evergreen

24 Polyalthialongifolia Ashok Evergreen

25 Roystonearegia Royal Palm Evergreen

26 Schleicheratrijuga Kusum Deciduous/ Flowering

27 Sterculiaalata Buddha Coconut Deciduous/ Flowering

28 Tamirindusindica Imly Deciduous

29 Terminaliaarjuna Arjun Deciduous List of Shrubs

1 Caesalpinnaepulcherrima Dwarf Gulmohur Evergreen/ Flowering

2 Cassia biflora Deciduous/ Flowering

3 Cassia angustifolia Deciduous/ Flowering

4 Cassia glauca Deciduous/ Flowering 5 Clerodendraoninerne Evergreen

6 Ficusdaniele Evergreen

7 Ficus panda Evergreen

8 Gardenia jasminoides Evergreen/ Flowering

9 Hamelia patens Evergreen/ Flowering

10 Hibiscus hirsute Deciduous/ Flowering

11 Lantana camaradepressa Evergreen/ Flowering

12 Lantana sellowiana Evergreen/ Flowering

13 Lagerstoremiaindica Deciduous/ Flowering

14 Murraya exotica Evergreen/ Flowering

15 Neriumindicum Evergreen/ Flowering

16 Nyctantes- arbor tritis Harsingar Deciduous/ Flowering

17 Plumeria alba Champa Evergreen/ Flowering

18 Tabernaemontanacoronaria Evergreen/ Flowering

19 Tecomariacapensis Evergreen/ Flowering

20 Tecomagaudichaudi Evergreen/ Flowering

21 Thevtianerifolia Evergreen/ Flowering List of Climbers





1 Bougainvillea sp. Evergreen/ Flowering

2 Clerodendrumthompsonae Evergreen/ Flowering

3 Chlerodendrumsplendens Evergreen/ Flowering

4 Ficuspumila Indian ivy Evergreen

5 Pyrostgiavenustata Deciduous/ Flowering

6 Quisqualisindica Madhumalti Evergreen/ Flowering List of Groundcovers

1 Asparagus sprengerii Evergreen 2 Chlorophytum Evergreen

3 Dianellatasmanica Evergreen

4 Iresineherbistii LalSaag Evergreen

5 OphiopogaonJaponicus Evergreen

6 Pedilanthustithymaloides Evergreen

7 Rhoeo discolor Evergreen

8 Setcreaseapurpurea Evergreen/ Flowering

9 Syngoniumpodophyllum Evergreen

10 Wedeliatilobata Evergreen/ Flowering

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.

No threatened, rare, endangered or endemic faunal species were observed during the survey. No displacement of fauna is envisaged due to this project. This site is not a natural host to any sensitive creature. Therefore, no animal habitat is likely to be effected due to construction of the proposed building.

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

No direct or indirect impact on the fauna of the area is envisaged. However after commissioning of the project better environmental condition may provide better habitat to the avifauna of the area.

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)

Construction of housing project will not increase heat island effect significantly. Heat island effect will be negligible due to shading of hard area with plantation and trees. 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. BS-VI type fuel for DG set will be used which will causes air pollution. But APCM will minimize the pollution load into environment.

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.

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 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 & BS-VI 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.

The site is approached through NH-8. There is a provision of road network for internal traffic movement on the project site. The detail of the road system had been clearly demarcated in the layout 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.

The source of noise is mainly vehicular noise. Well organized parking arrangement is designed to maintain smooth traffic flow which would help in reducing traffic congestion and noise levels. Green belt and trees planned along & road periphery would act as noise barrier and will reduce the noise and air pollution.





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 of the project. The Pollutants like SPM, SO2 that may arise from emissions from D.G. sets will be discharged through vent of proper 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 1510 KVA have been proposed during operation phase as power backup for the proposed project 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?

There are no existing structures to be retained in project site. However, design development of the project is done on the basis of development control norms & as per Gurgaon Manesar Master Plan 2031 and local building bye laws.

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.

No, the proposal will not result in demographic structure of local population.





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

The proposed project site is located at Sector-15, Part-II, Gurgaon and is easily accessible through public transport such as buses, Auto, Taxis etc. Apart from these community facilities like Bank, Post Office, hospital, education institution as per master plan are available at convenient distance from the site.

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 for construction. Use of alternative technologies for each component of the buildings of envelope, superstructure, finishes and the road and surrounding areas will be as per guidelines provided in NBC 2016. Some of them are given below:

Ready mix concrete with 15-20% fly ash.

Fly ash bricks/AAC blocks will be used for walls. Some of the alternate materials proposed for construction will be used to the extent possible

Use of steel of smaller diameter from recycled content,

Saw dust/Particles board for door panels,

Alternatives for floor finishes include Ceramic tiles The use of the above alternatives for building materials will help reduce the 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 (WBM) 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.

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/AAC Blocks 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 total cost of project.

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. 0.33 TPD solid wastes shall be generated from the project.

Waste Management during operation phase: Municipal Solid Waste

It is proposed to segregate waste at individual dwelling unit level and collection of the same at block level. Location of treatment and storage space would be identified for collection of waste. The garbage storage/transfer point will be covered and cleaned every day to as to avoid any nuisance, vectors and unhygienic conditions. Biodegradable waste shall be treated onsite in OWC. Recyclable waste shall be handed over to authorized recycler and inert waste will be sent to landfill site through authorized agency as per SW rules 2016.

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 DHBVNL:

The Maximum Power demand for the project is estimated to be as around 928 KW. The power shall be supplied by DHBVNL. DG set of 1510 KVA capacity is proposed to meet the power requirement during grid 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 energy saving measures is suggested to for adoption: o Incorporate solar passive techniques in a building design to minimize load on

conventional systems. o Day light provision to all habitable rooms o Programmable switching arrangement for common areas/ street lighting. o Energy efficient lighting fixture & LED lamps to reduce energy consumption. o Use of local building material (400 Km range) 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: 1510 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?

It is proposed to use plain glass 4 to 5 mm thick depending on size of glass panel.

9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. Passive solar technique:- Passive solar architectural feature- Optimizing building envelope & window design to reduce cooling demand (selection of energy efficient low U value materials for envelop is application of heat reflecting paint on terrace. Day light integrated to reduce artificial lighting demand. 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 – Large green areas, peripheral plantation and avenue plantation 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.

Yes, the layout of streets & buildings has been designed to maximize the potential for solar energy devices. Further, solar energy will also be used for street lighting, common





area lighting and water heating. 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?

Provision of peripheral plantation for shading & passive solar measures have been incorporated in architectural design for reduction of heat gain through east & west walls & cooling load.

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.

Building is not centrally air conditioned. However energy efficient (low U Value) materials shall be used. Conventional GSL/ florescent lamps shall be replaced with energy efficient LED

lamps. This reduces lighting power density. 0.9 to 0.95 power factor shall be maintained. This will reduce electrical power distribution losses in the installation. Pumps & Motors: shall be of BEE 4 star rating. Elevators shall be operated with intelligent group control. Chillers are not used as building is not centrally air-conditioned. 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 proposed project will increase hard surfaces like building, terraces, roads, pavement. This increase ambient air temperature and heat island effect. If not properly taken care off. To reduce heat island effect the ground coverage is deliberately kept minimum to increase green area. Peripheral and avenue plantation, grass pavers lawns planned in the proposed project will shade hard surfaces reduce heat gain and formation of Heat island effect. Hence alteration in microclimate with this measure 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.

The building shall have with RCC framed structure with fly ash brick/AAC block external wall & for terrace brick bat coba finished with terrace tiles.

9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans. Adequate measures for fire safety & fire hazards measure have been taken as per the provisions of the National Building Code & requirement of local Fire Services Department. Project shall be approved by concerned Director Fire Service Haryana before commencement of construction of the project.





Required quantity of water will be stored in the underground fire water tank as well as in the terrace tank within the premise. Apart from providing sufficient water for firefighting, other measures that have been considered include: The fire tender path will have sufficient load bearing capacity to withstand fire

engines The building materials shall be of appropriate fire resistance standard. Further, design shall include provision for the following:

o The electrical systems shall be provided with automatic circuit breakers activated by the rise of current as well as activated by over current.

o Fire detection & Alarm systems o UG fire water tank & over head terrace tanks of required capacity o Fire fighting equipments - fire extinguishers, fire hose cabinet, internal and

external hydrants and sprinkler system shall be provided in basement as per applicable codes.

9.11 If you are using glass as wall material provides details and specifications including

emissive and thermal characteristics. No, Glass wall is not proposed in this project.

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

With the 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.

Non conventional (Solar) energy will be used to reduce burden on conventional energy. In addition to this following technologies would be used to conserve energy Electric meter with timer Replacement of high energy consuming incandescent lights with LED lamps. Shading devices and other passive solar technique.

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.





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


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


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

Mock drills and records of the same






consequences.

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 vehicles having PUC certificate.

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


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

Ensure drainage system and specific

Visual inspection of drainage and






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

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

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

records thereof

13. Energy Usage

Replacement of conventional luminaries to energy efficient luminary fittings

Luminary parameters


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


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ENVIRONMENTAL CLEARANCE FOR PROPOSED GROUP HOUSING

MEASURING 2.3828 ACRES AT SECTOR-15 PART-II, GURUGRAM

MANESAR URBAN COMPLEX, GURGAON, HARYANA Conceptual Plan


1.0 INTRODUCTION The proposed Group Housing Project is located at Sector-15 Part-II, Gurgaon, Haryana. The project is being developed by M/s PAX Properties Pvt Ltd in collaboration with Alpha Corp Development Pvt Ltd. The Land use of project site is residential which is in conformity with Master Plan.

Fig 1: Master Plan of Gurgaon

2.0 PROJECT DETAILS

The proposed project is planned on a total plot area of 9642.834 sq m to be constructed at Sector-15 Part-II, Gurgaon, Haryana. The total built up area will be 29,605.19 sq m. Project will provide, following facilities to make it a comfortable and convenient.

Adequate Parking facility,

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, of Ministry of Urban Development Govt. of India. 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 Group Housing Project

Sl. No.

Description Quantity Unit

GENERAL 1 Plot Area 9642.834 SQMT

2 Proposed Built Up Area 29605.19 SQMT

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3 Number of Building Blocks (Including EWS) 2 No.

4 Total no of DU's (Including EWS) 118 No.

6 Max Height of Building (Upto Terrace) 94.9 M

7 Max No of Floors 2B+G/ST+26 No.

8 Expected Population (618 Residential+170 Floating)

788 No.

9 Cost of Project 55 CR

AREAS 10 Permissible Ground Coverage Area (35%) 3374.99 SQMT

11 Proposed Ground Coverage Area (17.5%) 1691.825 SQMT

12 Permissible FAR Area (187) 18032.10 SQMT

13 Proposed FAR Area (183.72) 17715.876 SQMT

14 Non FAR areas - (Total Basement Area, Mumty Macnine Rm area etc.)

11889.314 SQMT

17 Proposed Total Built Up Area 29605.19 SQMT

WATER 18 Total Water Requirement 74.78 KLD

19 Fresh water requirement 46.98 KLD

20 Treated Water Requirement 27.80 KLD

21 Waste water Generation 47.98 KLD

22 Proposed Capacity of STP 55 KLD

23 Treated Water Available for Reuse 38.38 KLD

24 Treated Water Recycled 27.80 KLD

25 Surplus treated water to be discharged in Municipal Sewer

10.40 KLD

RAIN WATER HARVESTING 26 Rain Water Harvesting Potential 1684.9 KL

27 No of RWH of Pits Proposed 2 No.

PARKING 28 Total Parking Required as / Building Bye Laws 150 ECS

29 Proposed Total Parking 226 ECS

30 Proposed parking on surface 2 ECS

31 Proposed parking in stilt 6 ECS

32 Proposed parking in Basements (All levels) 218 ECS

GREEN AREA 33 Required Green Area (15% of plot area) 1446.43 SQMT

34 Proposed Green Area (15.8% of plot area) 1500.79 SQMT

WASTE 35 Total Solid Waste Generation 0.34 TPD

36 Organic waste 0.21 TPD

37 Quantity of E-Waste Generation- Kg/Day 1.69 KG/DAY

38 Quantity of Hazardous waste Generation 2.10 LPD

39 Quantity of Sludge Generated from STP 32 KG/DAY

ENERGY 40 Total Power Requirement 928 KW

41 DG set backup 1510 KVA

42 No of DG Sets 2 No.

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3.0 CONNECTIVITY

The Project site is well connected to the Major roads NH 08, NH 236, SH-13 & SH-15A

which are situated at 0.92 Km South East, 3.10 km North East, 2.40 km South and 1.63 Km

South West from the project site. Gurgaon Railway Station is around 3.87 km in North West

direction. Google image showing location and connectivity of project site is as given below

(Ref, fig.2)

Fig 1: Project site Location

Fig 2: 500 m Radius Map

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Fig 3: 10 km radius map

4.0 PROJECT SURROUNDINGS

The proposed project site is located at Sector-15 Part-II, Gurgaon. Project site is at 28027’52.51” N to 77002’35.24” E. The details of site surroundings are given below in Table- 2.

Table-2: Site and Surrounding of the project Site

S. No. Particulars Details

1. Nearest National Highway NH-08, 0.92 km, SE NH-236, 3.10 km, NE

2. Nearest Railway Station Gurgaon Railway Station: 3.87 km, NW

3. Nearest Airport IGI Airport, 9.23 km, N

4. Nearest Town/ City Gurgaon

5. River Body Not available

6. Hills/ Valleys Nil

7. Site Topography Plain

8. Archaeologically Important Site Nil

9. National Parks/ Wildlife Sanctuaries Sultanpur Bird Sanctuary, 13.94 km, W

10 Delhi State Boundary Delhi-Haryana border, 5.49 km, N

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11. Reserved/ Protected Forests Not within 10 km radius of the project site.

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

500 m and 10 km radius surroundings of the project site are given above in Fig 3 and Fig 4 respectively.

5.0 OCCUPANCY DETAILS

The total population of the project will be approx. 788 persons including 618 residents, 66 Non residential & 104 visitors/guests. Details of population are given below in Table -3.

Table -3 Population Break up

RESIDENTIAL DU'S POP/DU TOTAL

POPULATION

SALEABLE DU'S 100 5 500

SERVT UNITS ATTACHED TO MAIN DU's 14 2 28

EWS UNITS 18 5 90

TOTAL 618

NON RESIDENTIAL

COMMUNITY HALL/COMMERCIAL (Employees etc. )

Area

COMMERCIAL (SHOPPING) 47.74 5

COMMUNITY HALL 782.29 31

FACILITY MANAGEMENT STAFF LS 30

TOTAL 66

VISITORS

RESIDENTIAL 62

COMMERCIAL, COMMUNITY HALL 42

TOTAL VISITORS 104

TOTAL POPULATION 788

6.0 WATER DEMAND 6.1 Water supply & source

The water supply for the project during operation phase will be sourced from HUDA. The total water requirement based on the population will be 75 KLD. The daily water

requirement calculation for institutional building and waste water generation and reuse details are provided in table 4 and the water balance Diagram is given below in Figure-5.

Table 4: Calculations for Daily Water Demand for the project

POPULATION/

AREA/UNIT RATE IN

LTS

TOTAL QTY IN

KL

RESIDENTIAL

DOMESTIC 618 65 40.17

FLUSHING 618 21 12.98

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NON RESIDENTIAL (Working)

DOMESTIC 66 18 1.19

FLUSHING 66 12 0.79

VISITORS

DOMESTIC 104 6 0.62

FLUSHING 104 6 0.62

TOTAL POPULATION 757

Area in sqm

GARDENING 1501 3.5 5.25

KVA

D G COOLING 1510 0.9 8.15

SWIMMING POOL 1 5

TOTAL WATER REQUIREMENT 74.78

Fig 5: Water Balance Diagram

Total Waste water : 48KLD

Residential Fresh : 40 KLD

Proposed STP : 55

KLD

Residential Flushing : 13 KLD

Non Residential (Working) Fresh : 1 KLD




Treated Water : 38 KLD

Total FreshWaterDemand:47 KLD

Surplus treated water : 10 KLD to be discharged to municipal sewer with prior permission

Non Residential (Working) Flushing: 1 KLD

Waste Water : 1 KLD


Waste Water : 1 KLD

Recycled Treated Waste water : 28 KLD

Treated water reuse : 28 KLD

Visitors Fresh : 1 KLD

Visitors Flushing: 1 KLD

D.G Cooling : 8 KLD

Total WaterDemand ofproject : 75KLD

Gardening: 5 KLD

Swimming Pool: 5 KLD

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 & soak pit will be provided on site for treatment.

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Operational Phase: Sewage generated during operation phase would be approx. 48 KLD. Capacity of onsite STP is 55 KLD.

8.0 SOLID WASTE GENERATION, COLLECTION, TRANSPORT AND DISPOSAL

Solid waste would be generated both during the construction as well as during the operation phase. The construction waste expected to be generated during the construction phase will comprise of soil, sand, gravel, bricks, concrete, bitumen wood and other materials. 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 construction.

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 /rising of site level at locations.

Brick parts and broken concrete will be used as cinder filling.

Unusable waste will be sent to CD site through authorized agency.

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 for the Project

WASTE GENERATION

Total Waste Generation 0.34 TPD

Organic Waste Generation 0.21 TPD

Sludge Generation 32 KG/Day

Hazardous Waste Generation (DG Waste Oil)

2.10 LTS/DAY

E-waste generation 1.69 KG/Day

N B: The solid waste generation has been calculated @ 0.5 per capita per day basis.

1. Segregation of waste will be treated in onsite OWC and used as manure for

gardening.

2. Recyclable waste

3. Inert waste

4. Arrangements will be made for disposal of waste in accordance to Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2016.

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9.0 POWER REQUIREMENT DETAILS

The power supply shall be supplied by DHBVNL. The connected load for the project will be approx. 954 KW.

Table: 6 Power Demand

ELECTRICAL - DEMAND LOAD 928 KW

POWER BACK UP - DG SETS 1510 KVA

DG STACK HEIGHT As per CPCB norms.

9.1 BACKUP POWER DETAILS

There is provision of DG set of 1510 KVA (1X500 + 1X1010) for power back up in the proposed project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.

Energy conservation measures adopted in order to minimize the consumptions of conventional energy. Details of energy saving measures adopted:- Energy Saving Practices Constant monitoring of energy consumption and plan for energy conservation.

Adjusting the settings and illumination levels to ensure minimum energy used in

common areas.

Use of compact fluorescent / LED lamps.

Use of Energy Efficient Motors in Plumbing. 10.0 CONSTRUCTION OF STORM WATER DRAINS

A network of storm water drain with catch basin of appropriate size shall be planed to collected storm water for harvesting.

11.0 RAIN WATER HARVESTING SYSTEM The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area. Roof for (terrace) rain water will be harvested and the potential for rain water harvesting projected is given as per the table 7. 02 rain water harvesting pits at

selected locations, which will harvest the maximum run-off from the area. Rain water harvesting system should design as per the guideline of CGWA. Design specifications of the rain water harvesting plan are as follows:

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RAIN WATER HARVESTING STRUCTURE/PIT

PARTICULARS OTHER OPEN AREAS

ROAD/PAVEMENT/PARKING AREAS

GREEN AREA

ROOF TOP

AREA

Area (Sq.m.) 2593 3857 1500.79 1692

Runoff coefficient 0.3 0.75 0.2 0.9

Peak Hour Rainfall (m) 0.045 0.045 0.045 0.045

Volume of one hour Rainfall

35.01 130.18 13.51 68.52

15 Minutes Volume

9 32.5 3.38 17.13

Total 15 Minutes Volume

61.80

Volume of one recharge Pit

31

No. of recharge pits required

1.99

Proposed no. of recharge pits

2

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RWH Maintenance Plan

Catchments/roofs would be accessible for regular cleaning.

The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off.

No sewage or wastewater would be admitted into the system. Total of 02 Rain Water Harvesting pits are to be proposed for artificial rain water

recharge within the project premises. 12.0 LANDSCAPE & SHELTERBELT DEVELOPMENT :

Total green area measuring 1500.79 m2 (15.8% of the Plot Area) will be under tree

plantation within the site, commercial area and along the plot boundary. Selection of trees to be planted in the project premises are given in list below:

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List of Evergreen Trees, Dense Foliage, Shady, Ornamental and Flowering Trees for Green Belt Development

S. No. Botanical Name Common Name Type

1 Acacia auriculiformis Dalmoth Evergreen/Flowering

2 Alstoniascholaris Scholar Tree Evergreen

3 Anthocephalauscadamba Kadamb Deciduous/ Flowering

4 Azadirachtaindica Neem Deciduous

5 Bassialatifolia Mahua Deciduous/ Flowering

6 Bauhinia variegated Kachnar Deciduous/ Flowering

7 Bauhniapurpurea Orchid Tree Deciduous/ Flowering

8 Bombaxmalabaricum Semul Deciduous/ Flowering

9 Caryotaurens Fish Tail Palm Evergreen

10 Callistemon lanceolatus Bottle brush Evergreen/ Flowering

11 Cassia fistula Amaltas Deciduous/ Flowering

12 Casurinaequisetifolia Evergreen

13 Chorisiaspeciosa Deciduous/ Flowering

14 Dalbergiasissoo Shisham Deciduous

15 Delonixregia Gulmohar Deciduous/ Flowering

16 Erythrinaindica Deciduous/ Flowering

17 Ficusbenjamina Weeping fig Evergreen

18 Ficusinfectoria Pilkhan, White Fig Evergreen

19 Gravelliarobusta silver oak Evergreen

20 Jacaranda mimosifolia NeeliGulmohar Deciduous/ Flowering

21 Neodypsisdecaryi Triangle Palm Evergreen

22 Peltophorumferrugineum Copper Pod Deciduous/ Flowering

23 Pheonixdactylifera Date Palm Evergreen

24 Polyalthialongifolia Ashok Evergreen

25 Roystonearegia Royal Palm Evergreen

26 Schleicheratrijuga Kusum Deciduous/ Flowering

27 Sterculiaalata Buddha Coconut Deciduous/ Flowering

28 Tamirindusindica Imly Deciduous

29 Terminaliaarjuna Arjun Deciduous List of Shrubs

1 Caesalpinnaepulcherrima Dwarf Gulmohur Evergreen/ Flowering

2 Cassia biflora Deciduous/ Flowering

3 Cassia angustifolia Deciduous/ Flowering

4 Cassia glauca Deciduous/ Flowering

5 Clerodendraoninerne Evergreen

6 Ficusdaniele Evergreen

7 Ficus panda Evergreen

8 Gardenia jasminoides Evergreen/ Flowering

9 Hamelia patens Evergreen/ Flowering

10 Hibiscus hirsute Deciduous/ Flowering

11 Lantana camaradepressa Evergreen/ Flowering

12 Lantana sellowiana Evergreen/ Flowering

13 Lagerstoremiaindica Deciduous/ Flowering

14 Murraya exotica Evergreen/ Flowering

15 Neriumindicum Evergreen/ Flowering

16 Nyctantes- arbor tritis Harsingar Deciduous/ Flowering

17 Plumeria alba Champa Evergreen/ Flowering

18 Tabernaemontanacoronaria Evergreen/ Flowering

19 Tecomariacapensis Evergreen/ Flowering

20 Tecomagaudichaudi Evergreen/ Flowering

21 Thevtianerifolia Evergreen/ Flowering

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List of Climbers

1 Bougainvillea sp. Evergreen/ Flowering

2 Clerodendrumthompsonae Evergreen/ Flowering

3 Chlerodendrumsplendens Evergreen/ Flowering

4 Ficuspumila Indian ivy Evergreen

5 Pyrostgiavenustata Deciduous/ Flowering

6 Quisqualisindica Madhumalti Evergreen/ Flowering List of Groundcovers

1 Asparagus sprengerii Evergreen

2 Chlorophytum Evergreen

3 Dianellatasmanica Evergreen

4 Iresineherbistii LalSaag Evergreen

5 OphiopogaonJaponicus Evergreen

6 Pedilanthustithymaloides Evergreen

7 Rhoeo discolor Evergreen

8 Setcreaseapurpurea Evergreen/ Flowering

9 Syngoniumpodophyllum Evergreen

10 Wedeliatilobata Evergreen/ Flowering

13.0 PARKING FACILITIES Provision is made for cars parking as per building bye laws and Govt. of India Norms.

13.1 Parking Details Table 8: Parking Details

Total Parking Required as / Building Bye Laws 150 ECS

Proposed Total Parking 218 ECS

Proposed parking on surface 2 ECS

Proposed parking in stilt 6 ECS

Proposed parking in Basements (All levels) 218 ECS

14.0 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 area under study falls in Seismic Zone-IV. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structures. Earthquake resistant construction material will be used.

15.0 EMERGENCY LIGHTING

The emergency lights operated on DG sets/battery power should be provided at appropriate locations – such as corridors, common area, staircase, exit and entrance doors, parking, etc. The transformers will be kept energized and should feed independently alternate rows of lights so that in case of failure of one transformer, there will not be complete darkness.

16.0 FIRE SAFETY

In design component of the project, adequate measure has being taken as per the

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provisions of the National Building Code to provide for fire protection services. Required quantity of water will be stored within the premise to subdue fire if at all required. Water will be supplied from the underground and overhead water storage reservoir. Apart from providing sufficient water for firefighting, other measures that have been considered include: The internal roads will have sufficient load bearing capacity to withstand fire engines The building materials shall be of appropriate fire resistance standard. Further,

design shall include provision for the following: o The electrical systems shall be provided with automatic circuit breakers activated

by the rise of current as well as activated by over current. o Fire Alarm systems at appropriate places o Means of escape, o Access for fireman o Adequate fire fighting requirement have been taken into account while designing

the electrical distribution system.

17.0 ENVIRONMENTAL POLLUTION MITIGATION MEASURES

17.1 Air Pollution

Increased traffic generation due to project (218 nos. of parking space proposed for the project 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. Sufficient stack height 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 1500.79 m2 (15.6% of the Plot Area) has been kept for landscape/green development.

17.2 Water Pollution

The source of water pollution during construction and operation phase is due to waste water generated from toilets and washing. Mitigation Measures for Water Pollution during Operational Stage:

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Waste water generation and treatment and reuse are dealt in 6.1. 17.3 Noise Environment

During construction the machineries used were of highest standard of reputed make adhering to stipulated standard. Hence, insignificant impacts due to construction machinery are envisaged. Apart for this, the construction activities were restricted to day time only. Source of noise for the existing as well post construction phase are from the material handling operations and utility units like cooling tower and DG sets. The DG sets are operated during power failure only and provided with inbuilt acoustic enclosure as per CPCB standard.

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 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.

18.0 CONSTRUCTION MATERIALS

Following construction materials are required for construction of Institutional Building:-

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/ Fly ash 10. Marble

11. P.V.C. conduit 12. MCBs/DBs 13. PVC overhead water tanks 14. Pavors 15. GI pipe 16. waste water lines 17. S.W. sewer line upto main sewer 18. PVC pipes 19. Glass 20. Joinery hardware

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Apart from this, in order reduce the overall energy requirement of the building, materials with low U value will be used.

19.0 LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper (ii) Concrete mixer with hopper (iii) Excavator (iv) DG Sets (v) Cranes (vi) Road roller (vii) Bulldozer (viii) Tower Cranes (ix) Hoist (x) Labor Lifts (xi) Concrete pressure pumps (xii) Mobile transit mixer

20.0 PROJECTCOST

The total construction cost of the Group Housing project is approximately Rs. 55 Crores.