“ruhil township” (plotted...

Application for Environmental Clearance OF

“RUHIL TOWNSHIP” (Plotted Development)

AT SECTOR-36, BAHADURGARH,

DIST- JHAJAR, HARYANA

DEVLOPED BY :

M/S GNEX REALTECH PVT. LTD. H-31,Second Floor ,Room N0-1,Madan park ,East Punjabi bagh-26

Delhi-110026,India

Prepared by:

Environmental Consultant

M/s Perfact Enviro Solutions Pvt. Ltd. (NABET Registered wide list of accredited consultants organizations/ Rev 30/ 7th

May, 2015 at S.No-116)

502-507, NN Mall, Sector-3, Rohini, New-Delhi-85

Phone: 011-47528467; 011-47021086

Fax: - 011-47528434

“Ruhil Township” at Sector-36, Bahadurgarh, Haryana M/s Gnex Realtech Pvt. Ltd.

Prepared by:-M/s PerfactEnviro Solutions Pvt. Ltd.

TABLE OF CONTENTS

ENCLOSURE 1. FORM 1 & 1A .................................................................................................... 5

ENCLOSURE 2. CONCEPTUAL PLAN .................................................................................... 46

2.1 INTRODUCTION........................................................................................................................... 47 2.2 ACTIVITIES/ AMENITIES ................................................................................................................ 47 2.3 SITE LOCATION ........................................................................................................................... 47 2.4 TYPE OF PROJECT ........................................................................................................................ 47 2.5 PROJECT DETAILS ........................................................................................................................ 47 2.6 POPULATION DETAILS .................................................................................................................. 49 2.7 WATER MANAGEMENT ................................................................................................................ 50 2.8 RAIN WATER COLLECTION DETAILS ................................................................................................. 50 2.9 POWER REQUIREMENT& BACK-UP ................................................................................................. 50 2.10 SOLID & HAZARDOUS WASTE MANAGEMENT .................................................................................. 50 2.11 PARKING MANAGEMENT .............................................................................................................. 51 2.12 GREEN AREA DEVELOPMENT ......................................................................................................... 51

ENCLOSURE 3. ENVIRONMENT REPORT ........................................................................... 52

3.1 EXECUTIVE SUMMARY OF THE PROJECT ................................................................................ 54 3.1.1 Activities: ...................................................................................................................... 54 3.1.2 Description & Details of Project: ......................................................................... 54

3.2 INTRODUCTION OF THE PROJECT PROPONENT/ BACKGROUND INFORMATION ................... 56 3.2.1 Brief Description of the Nature of the Project: .............................................. 56

3.3 PROJECT DESCRIPTION ........................................................................................................... 56 3.3.1 Land Use and Ownership of the site land ........................................................ 56 3.3.2 Location of the project with connectivity ........................................................ 57

3.4 RESOURCES ............................................................................................................................... 61 3.4.1 Water Resource Management .............................................................................. 61 3.4.2 Energy Resource Management ............................................................................ 62 3.4.3 Air Quality at Site ...................................................................................................... 63 3.4.4 Noise Quality at Site ................................................................................................. 63

3.5 SITE ANALYSIS ........................................................................................................................ 63 3.5.1 Eco-sensitive areas with distance from project location ........................... 63 3.5.2 Annual Windrose Diagram .................................................................................... 64 3.5.3 Social Infrastructure available ............................................................................. 65

3.6 PROPOSED INFRASTRUCTURE ................................................................................................ 65 3.6.1 Types of Buildings & Activities Proposed ........................................................ 65

3.7 ENVIRONMENT MANAGEMENT PLAN ................................................................................... 66 3.7.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION .................... 66 3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION ............................. 68

ENCLOSURE 4. RISK ASSESSMENT ....................................................................................... 82

4.1 RISK ASSESSMENT .................................................................................................................. 83 4.2 DISASTER MANAGEMENT PLAN ..................................................................................................... 85



4.3 SAFETY MEASURES: ................................................................................................................ 87

ENCLOSURE 5. : DISCLOSURE OF THE CONSULTANT SHOWING NABET/QCI

ACCREDIATION STATUS ............................................................................................................. 89

ENCLOSURE 6. LAND PAPERS ................................................................................................ 91

ENCLOSURE 7. AUTHORISATION LETTER FOR PROPONENT ................................... 92

ENCLOSURE 8. AUTHORISATION FOR CONSULTANT .................................................. 93

ENCLOSURE 9. COPY OF RECIEVING OF POWER ASSURANCE ................................. 94

ENCLOSURE 10. AFFIDAVITS ................................................................................................... 95

ENCLOSURE 11. LANDSCAPE PLAN ...................................................................................... 96

ENCLOSURE 12. TRAFFIC CIRCULATION PLAN ............................................................... 97

ENCLOSURE 13. DUAL PLUMBING PLAN ............................................................................ 98

ENCLOSURE 14. CONTOUR PLAN ........................................................................................... 99

ENCLOSURE 15. WATER ASSURANCE ............................................................................... 100

ENCLOSURE 16. FOREST CLEARANCE .............................................................................. 101

ENCLOSURE 17. SOIL INVESTIGATION REPORT ........................................................... 102

ENCLOSURE 18. TEST REPORT ............................................................................................ 103

ENCLOSURE 19. TOPOGRAPHICAL MAP .......................................................................... 104

ENCLOSURE 20. AFFIDAVIT FOR OWNING OF DATA BY CONSULTANT ............. 105



ENCLOSURE 1. FORM 1 & 1A



FORM 1

I. Basic Information

S.No. Item Details 1. Name of the project/s “Ruhil Township” 2. S. No. in the schedule 8 (a) 3. Proposed capacity/

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

Total plot area – 216894.397 sqm Net plot area-180364.43sqm Built-up area –123387sqm

4. New/ Expansion/ Modernization

New

5. Existing Capacity/ Area etc. Not applicable 6. Category of Project i.e. ‘A’ or ‘B’ ‘B’ 7. Does it attract the general

condition? If yes, please specify.

Not Applicable

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

Not Applicable

9. Location Sector- 36 Plot/ Survey/ Khasra No. Village Nunamajra Tehsil Bahadurgarh District Jhajjar State Haryana

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

Nearest Railway Station- Bahadurgarh Railway Station-5.06 Km NE

Asaudha Railway Station-7.24 Km NW

Ghevra Railway Station-10.85 Km NE

Nearest Airport- Indira Gandhi International Airport: 24.66 Km SE

Nearest NH

State highway - 22 : 0.23 Km S



NH-10 : 0.31 Km NE

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

Bahadurgarh

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

Municipal Corporation of Bahadurgarh

13. Name of the applicant M/s Gnex Realtech Pvt. Ltd. 14. Registered Address 31,Jangpura Road,Bhogal,New Delhi-

110014 15. Address for correspondence: Second floor, Ruhil tower MIE Part-B,

Delhi ,rohtak road Bahadurgarh,jhajjar Haryana.New Delhi-124507

Name Mr. yeshpal sharma Designation

(Owner/Partner/CEO) Authorized signatory

Address H-31second floor, Room N0-1,Madan Park, East Punjabi bagh, New Delhi-110026

Pin Code 110026 E-mail [email protected] Telephone No. - Fax no. -

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

The land has been allotted to Gnex Realtech Pvt .Ltd. by DTCP vide license no. 112 of 2014 dated 19.08.2014 for the development of plotted colony. The location on topographical map is enclosed at Enclosure-IV.

17. Interlinked Projects No, it is not an interlinked project. 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 as it is not an interlinked

project. 21. Whether the proposal involves

approval/clearance under: if



yes, details of the same and their status to be given. (a) The Forest (Conservation)

Act, 1980?

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

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

Not Applicable Not Applicable Not Applicable

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

� Area restricted for ground water extraction.

� NCR master plan is applicable. 23. Forest land involved (hectares) Not Applicable 24. Whether there is any litigation

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

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

the Court, if any and its relevance with the proposed project.

Not Applicable Not Applicable Not Applicable

II. Activity

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

S.No. Information/Checklist confirmation

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

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

Yes Presently, the land is a vacant. The land has been allotted to Gnex Realtech Projects Ltd. by DTCP vide license no.112 of 2014 dated 19.08.2014 valid upto 18.08.2019 for the development of plotted colony.

1.2 Clearance of existing land, vegetation and buildings?

No There are no buildings and distinct vegetation at site except few bushes & shrubs; hence no clearance of existing land is required.



1.3 Creation of new land uses?

Yes The land has been allotted by DTCP for the development of plotted colony. The land use will be change from vacant land to developed plotted colony

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

Yes Pre-construction Geo-technical investigations have been done.Soil investigation Report is enclosed as Enclosure-I

1.5 Construction works? Yes It is a Ruhil Township so the plots will be developed individually by their owner. The project proponent will provide/develop only infrastructure facilities like roads, plumbing, water supply line, waste water treatment plant, rain water harvesting pits, power supply etc.

1.6 Demolition works? No There will be no demolition work to be done.

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

No The workers during construction phase will be hired from nearby areas and hence there will be no need of providing housing. Only temporary shelters will be provided.

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

Yes As it is plotted township, above ground, plots shall be developed upto maximum 2 floors having height 11 m and excavation will be done only for foundation.

1.9 Underground works including mining or tunneling?

No Not applicable as no underground works including mining or tunnelling will be done.

1.10 Reclamation works? No No reclamation work will be done 1.11 Dredging? No Not applicable 1.12 Offshore structures? No Not applicable 1.13 Production and manufacturing

processes? No It is a plotted Township hence no

production or manufacturing processes shall be carried out.

1.14 Facilities for storage of goods or materials?

Yes Separate raw material yard will be made. Cement will be separately stored under cover in bales. Sand will be stacked nearby under tarpaulin cover. Bricks and steel will be laid in open. The



raw material yard will be located within the project site.

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

Yes During Construction phase: Total 100-150 labours shall work during the construction phase and hence the solid waste generation shall be 22.5 kg/day which shall be disposed off at municipal solid waste site. The waste water generated shall be discharged to septic tank via soak pit.

During Operation Phase: Solid waste of approx. 2597.55 Kg/day shall be generated. The total waste water generated shall be 645 KLD which will be treated in in-house STP of 780 KLD. Details of Water Management & Solid Waste Management are given in Environmental Management Plan.

1.16 Facilities for long term housing of operational workers?

No The workers during construction phase shall be hired from nearby areas and hence there is no need of providing long term housing. Only temporary shelters will be provided.

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

NO No new road rail and sea traffic is proposed. Existing routes and transportation facilities will be used for transportation during construction or operation phase.

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

NO No new road, rail, air or other transport infrastructure is proposed. The transportation measures already exists near site which are as follows: Nearest Railway Station- Bahadurgarh Railway Station-5.06 Km NE

Asaudha Railway Station-7.24 Km NW

Ghevra Railway Station-10.85 Km NE

Nearest Airport-



Indira Gandhi International Airport: 24.66 Km SE

Nearest NH

NH-10 : 0.31 Km NE 1.19 Closure or diversion of existing

transport routes or infrastructure leading to changes in traffic movements?

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

1.20 New or diverted transmission lines or pipelines?

No No such closure or diversion of transmission lines is required.

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

No No impoundment, damming, culverting, realignment or other changes to the hydrology of surface water courses is required

1.22 Stream crossings? No No stream crossing. 1.23 Abstraction or transfers of

water from ground or surface waters?

No Abstraction of ground water is not proposed.

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

No There will be no change in water bodies or the land surface effective drainage or run-off.

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

Yes During Construction phase: Materials during construction phase shall be transported by truck, trolley etc. During Operation Phase: Car, two-wheeler, bus etc. will be used.

1.26 Long-term dismantling or decommissioning or restoration works?

No Not Applicable

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

No Not Applicable

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

No During Construction phase: Temporary influx of people in the form of labours is envisaged. Approx. 100-150 no. of local labours shall be employed. During Operation Phase: As this is a plotted Township, the population will be 5189 residents, 500 staff, 700 visitors are envisaged

1.29 Introduction of alien species? No Not Applicable



1.30 Loss of native species or genetic diversity?

No Very few vegetation exists at site including few bushes and grasses which will be cleared at the time of construction. However, by planting native plants within the complex, it will give positive impacts.

1.31 Any other actions? No Not Applicable

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

S.No. Information/checklist confirmation

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

2.1 Land especially undeveloped or agricultural land (ha)

Yes The license has been granted for development of plotted colony. So there will be change in land use from vacant to plotted colony.

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

Yes

Source and during construction phase: Water during construction phase shall be taken from tanker water supplier which supply treated water from STP of nearby area.

Source & Quantity During Operation Phase: The ultimate source of water will be through Municipal Supply. Total water requirement will be 923 KLD out of which 518 KLD will be fresh water. Rest of the 405 KLD water requirements will be fulfilled by the treated water and excess water 208 KLD will be given to tanker supply.



Detailed water Management & water Balance are given in Environment Management Plan

2.3 Minerals (MT) No Not Applicable

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

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

2.5 Forests and timber (source – MT) Yes

Plywood for doors & windows shall be used which shall be procured from local market.

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

Yes Source of Electricity – Uttar Haryana Bijli Vitran Nigam Ltd. (UHBVNL) Total Electrical load-31826.67 KW D.G. sets for power back up-2x1010 KVA & 1x380 KVA.

2.7 Any other natural resources (use appropriate standard units)

No Not Applicable

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


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

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

No No storage of hazardous substances (as per MSIHC rules) will be done however, 26 Ltr/ month Used oil from DG sets will be generated. Proper management of Used oil shall be taken care of. Details are given in EMP.



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 in both the construction and operational phase which will restrict stagnation of water or accumulation of water. This will effectively restrict the reproduction and growth of disease vectors.

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

Yes During Construction phase: Employment opportunities provided due to the project will lead to better quality of life & will also set a standard for future developments in the area. Moreover this project will provide employment to about 100-150 local labours during construction phase. During Operation Phase: As it is a Plotted Township there shall be several services required which will generate direct & indirect employment for the people of the colony nearby area.

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

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

3.5 Any other causes No None

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



4.1 Spoil, overburden or mine wastes.

No Not applicable



4.2 Municipal waste (domestic and or commercial wastes)

Yes During Construction phase: Generation of Solid waste during construction phase shall be 22.5 kg/day which shall be disposed off at municipal solid waste site. Excavated soil is being reused to extent possible. Top soil will be preserved and shall be used for landscaping to the extent possible. During Operation Phase: Solid waste of approx. 2597 Kg/day shall be generated from the colony during operational phase. Detailed Solid Waste Management is given in Environment Management Plan.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes During Construction phase: No DG sets shall be used and hence no used oil generation will be anticipated. During Operation Phase: 26 Ltr/month Used oil shall be generated from diesel generators which will be carefully stored in HDPE drums in a secured place. The used oil will be sold to vendors authorized by Central Pollution Control Board for the treatment of the same. Suitable care will be taken so that spills / leaks of used oil from storage could be avoided.

4.4 Other industrial process wastes

No Not Applicable

4.5 Surplus product No Not applicable 4.6 Sewage sludge or other

sludge from effluent treatment

Yes About 23.3 Kg/day of dried sludge will be generated from the STP within the colony during operation phase and this sludge will be passed through filter press where it will be dewatered/ dried to form a cake and then will be used as manure in green areas. The unused



sludge shall be given to farmers or nursery.

4.7 Construction or demolition wastes

Yes Construction waste shall be used for flooring & Back filling in roads etc.

4.8 Redundant machinery or equipment

No Not applicable

4.9 Contaminated soils or other l

No Not applicable 4.10 Agricultural wastes No Not applicable 4.11 Other solid wastes Yes Not applicable

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



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

Yes During Construction phase DG sets of capacity 62.5 KVA shall be installed acoustically enclosed with adequate height.

During Operation Phase: The only source of emission from combustion of fuel will be DG sets of 2x1010 KVA & 1x380 KVA capacities.

Hence, to avoid the emissions stack height of 6 m above roof level for each D.G. Sets shall be provided to reduce the air emissions meeting all the norms prescribed by CPCB.

5.2 Emissions from production processes

No Not Applicable

5.3 Emissions from materials handling including storage or transport

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



5.4 Emissions from construction activities including plant and equipment

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

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

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

5.6 Emissions from incineration of waste.

No Not applicable.

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

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

5.8 Emissions from any other sources.

No None

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


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



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

No During Construction phase:

DG sets of capacity 62.5 KVA shall be installed acoustically enclosed.

The equipment such as mixer machines, bulldozers, cranes, compactors & excavators shall be used which will be of highest standard of reputed make and adhere to international standards. Hence an insignificant impact due to construction machinery is envisaged.

Apart from this, the construction activities shall be restricted to daytime only and timely maintenance of machinery will be ensured.

During Operation Phase:

Source of noise in the operational phase will be D.G. Set of capacity 2x1010 KVA &1x380 KVA The D.G. Set shall be bought acoustically enclosed & shall be installed with anti-vibration pads in an acoustically treated room and will be used during Power failure only. They may generate noise level maximum upto 75 dB (A).

6.2 From industrial or similar processes

No Not Applicable

6.3 From construction or demolition

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

6.4 From blasting or piling No No blasting or piling will be done.



6.5 From construction or operational traffic

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

6.6 From lighting or cooling systems

No Not applicable

6.7 From any other sources No None

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

S.No. Information/checklist Confirmation

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

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

No The hazardous waste generated will be Used oil only and it will be stored in HDPE drums and will be kept in secured place and will be sold to authorize vendors only. Special care will be taken to prevent leakages and spills.

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

No During operational phase, 780 KLD STP will be installed for treating the waste water & the treated water will be used in flushing, Gardening, DG Cooling & Miscellaneous purposes. Excess treated water shall be given to tanker supplier.

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

No None

7.4 From any other sources No Not applicable

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

No Not applicable



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

S. No. Information/Checklist confirmation


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

No During Construction Phase: All appropriate measures shall be taken to avoid accidents. During Operational Phase: Proper Disaster management & fire fighting system will be installed at site.

8.2 From any other causes No During Construction Phase: All the labours shall be provided with suitable personal protective equipment (PPE) as required under the health & safety norms. Training and awareness about the safety norms shall be provided to all supervisors and labours involved in construction activity.

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

No The area under study falls in Seismic Zone-IV, according to the Indian Standard Seismic Zoning Map. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structure.

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

S. No. Information/Checklist confirmation


9.1 Lead to development of supporting facilities,

Infrastructure like Roads, power network already exist in the area.



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

No

No

No No

STP will be installed for the treatment of wastewater. Not Applicable Not Applicable Not Applicable Not Applicable

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

No Not Applicable

9.3 Set a precedent for later developments

Yes It will attract people to develop organized Plotted Township.

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

No No impact



III. Environmental Sensitivity

S.No. Areas Name/ Identity Aerial distance (within 15 km.) Proposed project location boundary

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

Nil Not applicable

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

Water sources or other water bodies

Yamuna River

Jonsis Lake

Shyamji Lake

13.91 Km SE

14.48 Km NW

11.12 Km NW

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

Wildlife Sanctuary in India

Sultanpur Bird Sanctuary

20.57 Km SE

24.65 Km S



4 Inland, coastal, marine or underground waters

Nil Not applicable

5 State, National boundaries Delhi 3.7 Km SE

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

Highway

NH-10

State Highway 22

Railway Station

Bahadurgarh Railway Station

Asaudha Railway station

Ghevra Railway station

Airport

Indira Gandhi International Airport

0.31 Km NE

0.23 Km S

5.06 Km NW

7.24 Km NW

10.85 Km NW

24.66 Km SE

7 Defense installations Nil Not applicable



8 Densely populated or built-up area

Nuna Majra 1.56 Km SW



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

Hospital

PDM General Hospital

CGCH Bahadurgarh

Civil Hospital

Post Office

Bahadurgarh Post Office

Post Office Sampla

Places of worship

Maa Bhagwati & Parsisedeshwar

Mahadev Temple

Shiv MandirSector-2 Temple

School

PDM College of Engineering for Women

Scholars Globle School

PDM Polytechnic

Bank

State Bankof India

SBBJ ATM

Bank of Maharastra

1.47 Km NE

3.32 Km NE

4.22 Km NE

4.21 Km NE

15.60 Km NW

1.18 Km N

4.22 Km NE

2.69 Km NE

1.19 Km NE

2.6 Km SW

1.17 Km NE

4.65 Km NE

1.19 Km NE

3.19 Km NE



10 Areas containing important, high quality or scarce resources

(Ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)

Nil Not applicable

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

Nil Not applicable

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)

The Project Area falls in seismic zone-IV



FORM-1 A

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with

proposed environmental management plan & monitoring programme)

1. LAND ENVIRONMENT

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

1.1 Will the existing landuse get significantly altered from the project that is not consistent with the surroundings? (Proposed landuse must conform to the approved Master Plan / Development Plan of the area. Change of landuse if any and the statutory approval from the competent authority well be submitted). Attach Maps of (i) Site location (ii) Surrounding features of the proposed site (within 500 meters) (iii) The site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans.

The proposed project site is located sector-36, Bahadurgarh,Dist.Jajjar, Haryana. And site is earmarked for the plotted colony as per most plan and the license granted by DTCP, Haryana. Hence landuse will change from vacant land to plotted colony The developments also confirm to the master plan of the area. The construction has not been started yet. The site location shown on Google Map is shown in Enclosure I. Map showing vicinity around the project site is shown in Enclosure II. conceptual plan is enclosed as Enclosure-I Contour plan is enclosed as Enclosure-XVIII

1.2 List out all the major project requirements in terms of the Land area, Net plot area Built up area

Plot Area-216894.39 sqm Net Plot Area-180364.43 sq m 123387 sqm



Water consumption Power requirement Connectivity Community facilities Parking needs etc.

923 KLD 31826.67 KW NH-10-0.31 Km NE Plots, Commercial, Amenities like ATM, Clinic, etc. Parking Requirements- 357 ECS Parking Provisions - 357 ECS

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 landuse, and disturbance to the local ecology).

The entire project influenced area will be developed as per the provision of Master Plan, thus no induced development is foreseen due to the proposed project. Also the proposed development shall be carried out as per the defined building by-laws; hence no impact is envisaged due to proposed development. Further construction phase as well as operation stage of the project, will generate direct and indirect employment opportunities for a large section of society. The employment will have positive impact thereby increasing the quality of life.

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

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



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

The proposed project activities will not cause any alteration of 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, Soil will be excavated in order to provide foundations of community sites & commercial areas. This excavated soil will be properly stacked within the site under tarpaulin cover and will be reused for backfilling purpose, road construction etc. The top soil will be preserved separately and will be used for landscaping purpose only. Hence, no adverse impacts on the land environment are envisaged. The unused soil shall be sent to landfill site only.

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

Water Supply: During Construction stage, water will be sourced through tanker supply which provides treated water of nearby STP Waste Generation / Handling: Excavated soil will be reused for backfilling and the fertile top soil will be reused for horticultural purpose. Spillage of oil from the machinery or cement residual from concrete mixer plants will be properly collected and reused in construction site. For construction labour, proper sanitary facilities & wash areas will be constructed and good hygienic conditions will be maintained.

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

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



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

The construction waste generated from the project will be common in nature and will not cause any health hazard to associate and nearby population. The construction debris will be used for land leveling/back filling. Waste concrete will be reused as aggregate in construction process. Mobile toilets & drinking water for construction labor shall be provided. The sewage and waste water generated shall be disposed off to septic tank via soak pit.

2. WATER ENVIRONMENT

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

The total quantity of water requirement shall be 927 KLD shall be met by Municipal corporation.

Domestic 518 Flushing 222 Gardening 162 Miscellaneous 10 DG cooling 11 Total water requirement

923

Fresh water 518 Waste water discharge

645

STP capacity 780 Treated water reused 405 Excess Treated water 208

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

Municipal corporation of Bahadurgarh will supply water to the complex and it is a dependable source of water.

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

In case Municipal corporation supply is not made or the supply made is inadequate then the water shall be arranged through tankers. The water shall comply with IS: 10500 drinking water standards.



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

The total 613 KLD treated water will be generated from the S.T.P which 405 KLD shall be used in flushing, gardening, DG Cooling and miscellaneous purposes within the project premises. Approx. 43.8 % of total water requirement will be met by recycled water.

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

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

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

The total waste water generation from the complex will be 645 KLD which will be treated in S.T.P of capacity 774 KLD respectively. A part of the treated water will be reused for flushing, gardening and miscellaneous purposes. 66 % of treated water will be recycled for re-use. Total excess treated water of 208 KLD shall be given to tanker supplier.

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

Rain water collecting tank shall be provided at site. No rain water harvesting shall be done. As ground water level in this area is high.

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?

As the land is presently a vacant land, there occurs surface run off which creates water logging during rainy days, however after construction of complex; the same will be properly collected and will be treated and reused. No, it will not aggravate the problem of flooding or water logging in any way, rather will reduce the same.



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

Ground water is at 3-4 m below ground level and no recharging will be done. Ground water abstraction, if required will be done with prior permission from CGWA.

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

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

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

During construction phase, Adequate measures shall be taken to channelize such storm water and the same shall be collected in a tank & after pre-treatment it will be reused for sprinkling etc. During operation phase, Storm water will be channelized to rainwater collecting tanks proposed within 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)

Mobile toilets will be proposed for laborers during construction period. The waste shall be disposed off to septic tank via soak pit.

2.13 What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology & facilities for recycling and disposal)

Waste water during construction phase from labors shall be discharged into septic tank followed by soak pit. During operation phase 645 KLD of waste water from 780 KLD of S.T.P. capacity based on FAB technology. 66 % of treated water will be recycled for re-use. Excess treated water of 208 KLD shall be given to tanker supplier.



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

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

3. 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)

Core Zone: Very few vegetation exists at site including few bushes and grasses which will be cleared at the time of construction. Buffer Zone:

Shisham Champak Chhota gulmohar

Pilkhan Arjun Champa Ashoka Ficus Dhayti Madhu Roheda Harsinghar

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

Very few vegetation exists at site including few bushes and grasses which will be cleared at the time of construction.

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

There will not be any kind of impact of this project on site features. The Shelter belt for the proposed project has been planned to provide a clean, healthy and beautiful green environment for the people to work in. Within the proposed project site. Shelter belt area has been designed to achieve a blend between modern building and various species of plants, shrubs to create a clean, healthy and aesthetic environment that will provide a visual retreat and relaxation to the visitors of these buildings. To minimize the impact, the provision of plantation area of 54141.18 Sq m area, with lawns, ornamental plants and trees shall be provided.



4. FAUNA

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

Core Zone: The proposed site is an open land and there are only some burrowing animals seen, so in existing conditions this place is not the habitat for local fauna. There will not be any type of displacement or any other effect on the local fauna due to proposed project activities. Buffer Zone: There are No wild life sanctuaries within 10 km radius of the project site.

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

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

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

Not applicable

5. AIR ENVIRONMENT

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

The traffic will increase due to operation of complex. Increased traffic generation of vehicles due to project will not cause significant increase in atmospheric concentration of gases and do not result in heat island formation. Tree plantation in theTownship will be provided such that the impact of air pollution shall be minimized. D.G. Set of capacity 2x1010 KVA & 1x380 KVA capacities will be installed in the colony which will be operated during power cut only.



of the proposed constructions)

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

No dust, odour will be generated at site. Smoke will be generated from the operation of DG sets. Proper emission standards will be maintained as per CPCB guidelines.

5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry & exit to the project site.

The optimum parking provision is proposed within the site on surface for commercial spaces & within the premises for plots & community sites. Hence there will be no shortage of parking space for vehicles. Total parking provision of commercial & common areas is 357 ECS including 20% visitors parking. Parking for plots & community sites will be accommodated within the premises.

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

Parking shall be provided on surface, within the plots & community sites and proper route shall be provided for the traffic movement as well as pedestrian movement.

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.

During construction, noise barriers shall be installed to reduce traffic noise & vibrations and during operation. Shelter belt developed within the complex will mitigate the traffic noise. Proper care shall be taken during design that there will not be any increase in traffic noise by providing proper traffic movement, hence no conjunction will cause, and hence, no honking within the complex will be maintained. The foundation shall be made very hard and paved with rubber flooring to minimize the vibration, also all other measures shall be adopted during designing that there will not be any causes of vibrations during the traffic density.



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.

There would be slight impact of D.G. Sets on noise levels, vibration and in ambient air quality around the project site. 1. All the D.G. Sets of the proposed project would be acoustically enclosed room. 2. Stack height as per C.P.C.B. norms to reduce the impacts on air quality around the project site will be provided 3. The noise from D.G. Sets will meet the desired standard as per C.PC.B guidelines. Ultra Low Sulphur fuel will be used to run these D.G. Sets. 4. Vibration pads will be used in DG sets to minimize the vibration effect.

6. AESTHETICS

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

The open land does not have any scenic amenity or beauty. Construction of the Township will increase the beauty of the area by having proper landscaping. Yes all considerations have been taken by the proponents

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

No existing structure exists at the site so there is no need of any consideration.

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

There are no typical urban form & urban design influencing the design criteria. No there is no anthropological or archaeological site or artifacts near the site. All significant features have been considered.



proposed site have been considered.

7. SOCIO-ECONOMIC ASPECTS

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

The proposed project is Ruhil Township & thus there will be influx of population in the form of residents, staffs & visitors. As Nursery Schools are also proposed within the plot, so, students will also be there. Thus there will be some change in the demographic structure of the area.

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

Hospital

PDM General Hospital

CGCH Bahadurgarh

Civil Hospital

Post Office

Bahadurgarh Post Office

Post Office Sampla

Places of worship

Maa Bhagwati & Parsisedeshwar Mahadev Temple

1.47 Km NE

3.32 Km NE

4.22 Km NE

4.21 Km NE

15.60 Km NW

1.18 Km N



Shiv Mandir

Sector-2 Temple

School

PDM College of Engineering for Women

Scholars Globle School

PDM Polytechnic

Bank

State Bankof India

SBBJ ATM

Bank of Maharastra

4.22 Km NE

2.69 Km NE

1.19 Km NE

2.6 Km SW

1.17 Km NE

4.65 Km NE

1.19 Km NE

3.19 Km NE

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 Township will be constructed within the designated site as per the defined building by-laws of government authority. There is no sacred site or cultural heritage site within vicinity of proposed project; hence no adverse impacts are envisaged.

8. BUILDING MATERIALS

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

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



(Give details of energy conservation measures in the selection of building materials and their energy efficiency

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

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

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

We shall utilize all the excavated earth to the extent possible. The debris of construction material will be also used in backfilling, roads etc.

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

The solid waste will be disposed off as per Municipal Solid Waste (Management and Handling) Rules, 2000. Details are given in EMP.

9. ENERGY CONSERVATION



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

Power Requirement 31826.67 kW Source of Power: Uttar Haryana Bijli Vitran Nigam Ltd (UHBVNL) Back-up Source: In the complex power back up is proposed by using D.G. Sets of 2x1010 KVA, 1x380 KVA capacities. During power failure D.G. Sets will start automatically for common service only. Fuel consumption for DG Sets has been calculated to be26 Ltr/month (when in operation) of Ultra Low Sulphur Diesel for complex As per the latest C.P.C.B. norms, D.G. Sets have to be installed in acoustic enclosure and silencer. LED, T5 lamps, Solar water heaters, solar lights, energy efficient motors and pumps shall be used to conserve the electrical energy & to minimize the consumption of non-renewable fuel.

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

DG Sets: 2x1010 KVA &1x380KVA Fuel: Ultra Low sulphur diesel.

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?

Plain openable glass will be used in community sites & residential plots. However, double reflective glass for commercial areas.

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

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



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

Yes, the layout of buildings shall be designed to maximize the potential for use of solar lighting per day devices. Yes, solar lights & Solar water heater shall be used.

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?

Solar Measures shall be adopted to provide shading devices for windows and roof which would effectively reduce heating up of building envelope. Louvers and sunshades will be used around windows in order to protect from direct sunlight. Roofs will be painted with reflective paints with solar reflectance ranging from 0.3-0.89. This will result in less absorption of sunlight causing 40 % back reflection and less heating of building structure during summer season. This will effectively reduce the heat load of the building envelope.



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

Suitable energy optimization will be adopted during the calculation of energy load of the proposed project. The space heating load will be minimized using solar structure and suitable buildings envelop material. Uses of incandescent lamp and halogen lamps have been avoided and energy efficient LED & T5 lamps shall be used for all common area. The diesel generator sets shall be automatically controlled to optimize their usage based on the actual load requirements at any time. Space conditioning will be provided as per norms of National Building Code – Part 8; Building Services Section 3–Mechanical Ventilation. Lighting intensity will be done as per the National Building Code Guidelines Not applicable.

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

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



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

Since this is plotted colony, The plot owner will develop their own plots. The proponent will only be responsible for development of commercial area & common service.

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

Insisting to follow NBC-2005 Guidelines for plotted colony for individual plot owners.

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

No, plain openable glass for will be used.

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

All the window and door will be airtight quality, hence we don’t foresee any air infiltration

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

Solar energy will be used inside the plotted colony.



10. ENVIRONMENT MANAGEMENT PLAN

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

Environment Management Plan is given in Enclosure IV.



ENCLOSURE 2. CONCEPTUAL PLAN



CONCEPTUAL PLAN

2.1 Introduction The proposed project “Ruhil Township” will be located at Sector-36, Village- Nuna Majra, Bahadurgarh, Haryana. The project will be developed by M/s Gnex Realtech Pvt. Ltd. The plots will be developed by the respective plot owners. The proponent will develop the common services, community sites & commercial areas.

2.2 Activities/ Amenities �� Dwelling Units � Commercial � Crèche � Community Building

2.3 Site Location The project site is located at Sector-36, Village- Nuna Majra, Bahadurgarh, District- Jhajjar, Haryana. The location of site & Site Connectivity is given in Environment Report (Enclosure-II).

2.4 Type of Project The project “Ruhil Township” is proposed to be developed at a plot area 216894.397 sq m (53.59 acres), out of which net plot area will be 180364.43 sq m (44.57 acres). The built up area of the project will be 123387 sq m. Hence, it falls under category 8 (a) of EIA notification, 2006.

2.5 Project Details

The total plot area of the project will be 216894.397 sq m (53.59 acres), out of which net plot area will be 180364.43 sq m (44.57 acres). 47330.3008 sq m shall be utilized as ground coverage. No basement shall be proposed, since it is a plotted colony. FAR proposed will be 123037.0013 sq m. The total Non FAR area will be 350 sq m. The built up of the project will be 123387 sq m. Maximum no. of floors will be G+2.



Project details are given in Table 1

Table 1: Project Details

Sl. No Description Details

1. Proposed Project “Ruhil Township”

2. Project Proponent M/s Gnex Realtech Pvt. Ltd.

3. Sr. No of Schedule(as per Notification 2006) 8 (a)

4. Project Location Sector-36, Village – Nuna Majra, Bahadurgarh, Haryana

5. Total Plot Area 216894.397 sq m (53.596 acres)

6.

Deducted Area: Area falling under group housing Area falling under sector road

21650.38 sq m (5.35 acres) 29759.155 sq m (7.35 acres)

7. Balance area 165484.86 sq m (40.893 acres)

8. Area received due reduction of area 14879.57 sq m (3.68 acres)

9. Net Planned Area 180364.43 sq m (44.57 acres)

10. Area under plots 80771.128 sq m (19.96 acres)

11. Area under Commercial 7081.9 sq m (1.75 acres)

12. Area under Nursing Home 1011.7 sq m (0.25 acres)

13. Area under Community center 7607.984 sq m (1.88 acres)

14. Area under Green (park) 14447.076 sq m (3.57 acres)

15. Area under Landscaping in net planned area 39680.175 sq m (9.81 acres)

16. Area Under Road, surface parking & Open Area 29742.534 sq m (7.36 acres)

17. Ground Coverage (Permissible)

47330.3008 sq m

18. Total Ground Coverage Proposed

47330.3008 sq m

19. Total F.A.R Proposed 123037.0013 sq m

20. Non-FAR AREA 350 sq m

21. Total Built up Area (total FAR + total Non-FAR + total Basement)

123387 sq m

22. Green Area 54141.184 sq m



23. Road & Open area 29764.448 sq m

24. No. of Floors G+2

25. Maximum height of building 11 m 26. No. of plots (Main ) 228

27. No. of plots (EWS) 80

28. No. of Plots (NPNL) 103

29.

Residents: Plots (main) EWS NPNL Total

3078 720 1391 5189

30. Staff 500 31. Visitors 700 32. Amenities 550 33. TOTAL POPULATION 6939

34. No. of Rain water collection tank

20

35. Water Requirement (KLD) 923 KLD 36. Source of Water HUDA 37. Power Requirement (KW) 31826.67 KW

38. Source of Power Uttar Haryana Bijli Vitran Nigam Ltd. (UHBVNL)

39. Backup Power(Source & Capacity)

2 X 1010 KVA, 1 X 380 KVA

40. Parking Required 357 ECS 41. Parking Provision 357 ECS

2.6 Population Details During Construction Phase- 150 Nos. of local labour will be employed for the construction of the hospital.

During Operation Phase- The total population of the project has been estimated to be 6939 persons.

The population details are given in Table 2

Table 2: Estimation of Population

Type No. Factor Population Plots (main) 228 13.5 3078 EWS 80 9 720 NPNL 103 13.5 1391



Staff 500 Visitors 700 Ammenities 550 TOTAL 6939

2.7 Water Management Water Requirement

During construction phase- Approx. 5 KLD of water will be required which will be arranged on temporary basis through the tankers.

During operation phase- Water requirement will be 923 KLD which will be met through HUDA.

The total water management has been given in Environment Report.

2.8 Rain water collection Details As the ground water level is only 3-4 m below road level, rain water collection tanks will be proposed in the complex for the collection of rain water.

2.9 Power Requirement& Back-up During Construction Phase- DG sets of capacity 62.5 KVA will be used during construction phase.

During Operation Phase- The total power requirement of the plotted colony is 31826.67 kW which will be met by Uttar Haryana Bijli Vitran Nigam Ltd. In case of power failure, power backup will be provided through DG sets. The DG sets of 2 x 1010 KVA, 1 x 380 kVA will be located on the surface.

2.10 Solid & Hazardous Waste Management During Construction phase- Soil will be excavated only for foundation. Total 23 kg of waste will be generated from labourers.

During operation phase- Total 2597 kg/day solid waste will be generated from the complex.

26 ltrs/month used oil shall be generated and 1 kg/month E-waste will be generated.

Battery waste shall be generated from inverters & UPS.



2.11 Parking Management During construction phase- Proper parking provisions of trucks and other construction vehicles shall be made. Proper spaces for loading and unloading shall be defined.

During operation phase- Total parking requirement will be 357 ECS. However, 357 ECS will be provided on surface only. Details are given in Environment Report.

2.12 Green Area Development The site is a vacant land. Development of Plotted Township includes development of a plantation area including big foliage trees and beautiful vegetation, herbs, shrubs that will be maintained at site. Total plantation area for the project will be approx. 54141.184 sq m which is 30% area of the net plot area.

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ENCLOSURE 3. ENVIRONMENT REPORT



ENVIRONMENT REPORT

“RUHIL TOWNSHIP”

At Sector- 36, Village- Nuna Majra,

Tehsil- Bahadurgarh, Jhajjar, Haryana

Developed by M/S GNEX REALTECH PVT. LTD.

H-31, Second Floor, Room No.-1, Maidan Park, East Punjabi bagh-26 New Delhi-110026

Prepared By: M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.

(NABET Registered wide list of accredited consultants organizations/ Rev 25/ 5th December, 2014 at S.No-111)

502-507, NN Mall, Sector-3, Rohini, New-Delhi-85 Phone: 011-47528467; 011-47021086

Fax: - 011-47528434



3.1 EXECUTIVE SUMMARY OF THE PROJECT

3.1.1 Activities: The project will be plotted township which shall include:

1. Residential plots 2. crèche 3. commercial 4. community Building

3.1.2 Description & Details of Project: Project details are given in Table 3.

Table 3: Project Details

S. No Description Details

1. Proposed Project “Ruhil Township”

2. Project Proponent M/s Gnex Realtech Pvt. Ltd.

3. Sr. No of Schedule (as per Notification 2006) 8 (a)

4. Project Location Sector-36, Village – Nuna Majra, Bahadurgarh, Haryana

5. Total Plot Area 216894.397 sq m (53.596 acres)

6. Deducted Area: Area falling under group housing Area falling under sector road

21650.38 sq m (5.35 acres) 29759.155 sq m (7.35 acres)

7. Balance area 165484.86 sq m (40.893 acres)

8. Area received due reduction of area 14879.57 sq m (3.68 acres)

9. Net Planned Area 180364.43 sq m (44.57 acres)

10. Area under plots 80771.128 sq m (19.96 acres)

11. Area under Commercial 7081.9 sq m (1.75 acres)

12. Area under Nursing Home 1011.7 sq m (0.25 acres)

13. Area under Community center 7607.984 sq m (1.88 acres)

14. Area under Green (park) 14447.076 sq m (3.57 acres)

15. Area under Landscaping in net planned area 39680.175 sq m (9.81 acres)



16. Area Under Road, surface parking & Open Area 29742.534 sq m (7.36 acres)

17. Ground Coverage (Permissible) 47330.3008 sq m

18. Total Ground Coverage Proposed

47330.3008 sq m

19. Total F.A.R Proposed 123037.0013 sq m

20. Non-FAR AREA 350 sq m

21. Total Built up Area (total FAR + total Non-FAR + total Basement)

123387 sq m

22. Green Area 54141.184 sq m 23. Road & Open area 29764.448 sq m

24. No. of Floors G+2

25. Maximum height of building 11 m 26. No. of plots (Main ) 228

27. No. of plots (EWS) 80

28. No. of Plots (NPNL) 103

29.

Residents: Plots (main) EWS NPNL Total

3078 720 1391 5189

30. Staff 500 31. Visitors 700 32. Amenities 550 33. TOTAL POPULATION 6939 34. No. of Rain water collection tank 20 35. Water Requirement (KLD) 923 KLD 36. Source of Water HUDA 37. Power Requirement (KW) 31826.67 KW

38. Source of Power Uttar Haryana Bijli Vitran Nigam Ltd. (UHBVNL)

39. Backup Power (Source & Capacity)

2 X 1010 KVA, 1 X 380 KVA

40. Parking Required 357 ECS 41. Parking Provision 357 ECS



3.2 INTRODUCTION OF THE PROJECT PROPONENT/

BACKGROUND INFORMATION

3.2.1 Brief Description of the Nature of the Project: The proposed project is development of “Ruhil Township”. The project will be developed at sector 36, Nuna Majra, Bahadurgarh, Haryana.

The plots will be developed by the respective plot owners. The proponent will develop the common services, community sites & commercial areas.

3.3 PROJECT DESCRIPTION

3.3.1 Land Use and Ownership of the site land The land is allotted by DTCP to M/S Gnex Realtech Pvt. Ltd. for the development of the plotted township.

The land use proposed at the site is given in table 4.

Table 4: Land use of the project Site

Land use Area (sq m) Percentage (%)

Area under plots 80774.128 44.8

Area under commercial, nursing home, community center

15701.584 8.7

Green Area 54141.184 30

Road Area 29764.448 16.5

Total Plot area 180364.43 100



3.3.2 Location of the project with connectivity

3.3.2.1 Geographical Information of Site

Latitude Longitude Elevation

28°40'34.40"N 76°53'76"E 215 m

Area under plots45%

Area under commercial, nursing home, community

center9%

Green Area 30%

Road Area16%

Area (sq m)

Area under plots

Area under commercial, nursinghome, community center

Green Area

Road Area



3.3.2.2 Map on Google

The connectivity to the site is given in Table 5:

Table 5: Connectivity to the Site

S.No. Accessibility Description Distance & Direction

1. Highway/ Road NH-10 SH-22

0.31 Km NE 0.23 Km S

2. Railway Station Bahadurgarh Railway Station Asaudha Railway Station Ghevra Railway Station

5.06 Km NE 7.24 Km NW 10.85 Km NE

3. Airport Indira Gandhi International Airport

24.66 Km SE



3.3.2.3 Topographical Map

3.3.2.4 Layout Plan

The layout plan is given below:



3.3.2.5 Site Photographs

The site photographs of the project are given below:



3.4 Resources

3.4.1 Water Resource Management

3.4.1.1 Present Quality

The present quality of the water environment has been accessed and is given in test reports enclosed as Enclosure-XV.

3.4.1.2 Water Requirement

The total water requirement breakup for the colony is given in Table 6:

Table 6: Water Management

Particulars Population Factor in LPCD

TOTAL requirement (KLD)

Waste Water Discharge (KLD)

Resident Main plots 3078 135 415 EWS 720 135 97 NPNL 1391 135 188 Staff 500 45 22 Visitors 700 15 10 Amenities 550 15 8 Sub-total 740 KLD

Domestic: 518 KLD Flushing: 222 KLD

636 KLD Domestic: 414 KLD Flushing: 222 KLD

Gardening 3lit/sqm 162 Nil DG cooling 11 4 Misc. 10 5 Total 6939 923 645



Water Balance

3.4.1.3 Source of Water

The water will be resourced through Municipal Suppy (HUDA).

3.4.1.4 Disposal

Total quantity of wastewater generation will be 645 KLD. The generated sewage will be treated in in-house Sewage Treatment Plant capacity 774 KLD. The treated water shall be utilized to the extent possible for flushing, gardening, cooling & miscellaneous purposes & the rest excess treated water shall be given to tanker supplier.

3.4.2 Energy Resource Management

3.4.2.1 During Construction

DG set of 62.5 KVA shall be used for Power supply during the construction phase of Amenities.

Flushing 222 KLD

Waste water 414 KLD

Recycled water 405 KLD

Waste water NIL

Waste water 5 KLD

Total waste water 645KLD

STP Capacity 780 KLD

Total treated water 613 KLD

DG Cooling 11 KLD

Waste water 222 KLD

Treated water 405 KLD

Fresh water 518 KLD

Total water requirement 923 KLD

Gardening 162 KLD

Misc 10 KLD

Waste water 4 KLD

To Tankers 208 KLD



3.4.2.2 During Operation

During operation phase, 31826.67 KW of electric load from Uttar Haryana Bijli Vitran Nigam (UHBVN) shall be supplied to the colony. Power backup shall be provided by DG sets of 2 x 1010 KVA & 1 x 380 KVA.

3.4.2.3 Conservation

Following are the measures adopted to conserve the energy:

i. Day light provision shall be made in Community sites, nursery schools, by using openable windows (use of sunlight in lieu of conventional power).

ii. We shall provide LED & T5 in common areas like corridors, and lobbies of commercial areas.

iii. Solar street lights & landscape lights shall be installed. iv. Transformers will be having efficiencies as per ECBC Norms. v. Solar Water Heater will be used to meet 20 % of hot water requirement

for all community sites.

3.4.3 Air Quality at Site The present quality of the air has been accessed and is given in test reports enclosed as Enclosure-XV

3.4.4 Noise Quality at Site The present Noise quality has been accessed and is given in test reports enclosed as Enclosure-XV

3.5 SITE ANALYSIS

3.5.1 Eco-sensitive areas with distance from project location The eco sensitive zones with distance from the project location are given in Table 7:

Table 7: Eco sensitive sites around the project site

S.

No.

Areas Name/ Identity

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

1 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other

Water Bodies Yamuna River Jonsis Lake Shyamji Lake

13.91 Km SE 14.48 Km NW 11.12 Km NW



water bodies, coastal zone, biospheres, mountains, forests

Bahadurgarh Drain

1.15 Km SE

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

No Not Applicable

3.5.2 Annual Windrose Diagram The Wind Rose Diagram of Annual Average (1991-2007) is given below:

(source- IMD, Safdurjung)



3.5.3 Social Infrastructure available The social infrastructure available at site is given in Table 8:

Table 8: Social Infrastructure near the project site

Hospital PDM General Hospital CGCH Bahadurgarh Civil Hospital Post Office Bahadurgarh Post Office Post office Sampla Places of worship Maa Bhagwati & Parsideshwar Mahadev Temple Shiv Mandir Sector 2 Temple School PDM College of Engineering for women Scholars Global School PDM Polytechnic Bank State Bank of India SBBJ ATM Bank of Maharashtra

1.47 Km NE 3.32 Km NE 4.22 Km NE 4.21 KM NE 15.60 Km NW 1.18 Km N 4.22 Km NE 2.69 Km NE 1.19 Km NE 2.60 Km SW 1.17 Km NE 4.65 Km NE 1.19 KM NE 3.19 Km NE

3.6 PROPOSED INFRASTRUCTURE

3.6.1 Types of Buildings & Activities Proposed

The proposed project is a Plotted Township. The buildings proposed are Residential plots, commercial areas & community sites. The plots will be developed by the respective plot owners. The proponent will develop the common services, community sites & commercial areas which includes nursery school, beauty parlour, ATM, clinic, etc.



3.7 ENVIRONMENT MANAGEMENT PLAN

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

The EMP presented below should be followed and regular monitoring of relevant parameters as stated in post project-monitoring schedule shall be carried out. The EMP is to be proactive in nature and will be upgraded if new facilities or modification of existing facilities, with environmental concerns, come up at a later stage.

EMP includes four elements:

� Commitment and Policy: Proposed project will strive to provide and implement the Environmental Management Plan that incorporates all issues related to air, land and water.

� Planning: This includes identification of environmental impacts, legal requirements and setting environmental objectives.

� Implementation: This comprises of resources available to the developers, accountability of contractors, training of operational staff associated with environmental control facilities and documentation of measures to be taken.

� Measurement and Evaluation: This includes monitoring, corrective actions, and record keeping.

3.7.1 ENVIRONMENT MANAGEMENT DURING

CONSTRUCTION

3.7.1.1 AIR ENVIRONMENT :-

Air quality around the project will be adversely impacted during the construction stage. Various construction activities especially related to lose material likely to



cause generation of dust that adversely impacts the air quality of the surrounding area of the project site. To minimize such impact, following measures will be taken:

� All the loose material either stacked or transported will be provided with suitable covering such as tarpaulin, etc and kept in and specific place.

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

� To minimize the occupational health hazard, proper mask will be provided to the workers who are engaged in dust generation activity.

Another cause of Air pollution during construction phase will be the emissions from DG sets, whereas no DG sets will be installed at the construction site.

The construction activity will obviously results in fugitive dusts. These fugitive dusts will be controlled by carrying out construction by covering the boundary of the proposed project site and as well by polythene cover to a particular height and also by intermittent spraying of water.

3.7.1.2 WATER MANAGEMENT:-

During the construction of the proposed project, the services required like water

supply and sewage facilities shall be arranged on a temporary basis and the same

will be maintained without any adverse impact on the environment. The water

required for curing and other construction purpose shall be arranged on temporary

basis from treated water from nearby STP or HUDA STP supplied through tankers.

During the construction period, runoff from the construction site shall not be

allowed to stand (water logging) or enter into the roadside or nearby drain.

Adequate measures shall be taken to collect such run off and will be disposed off

at the designated construction waste disposal location.

3.7.1.3 NOISE ENVIRONMENT:-

During the construction stage, expected noise level is in the range of 70 dB (A), which decreases with increase in distance. Hence all the construction activities will be carried out during the daytime.



As stated earlier, due to the construction activity undertaken for the project there will be some noise generation due to the movement of vehicles carrying construction materials and as this will only be a temporary phenomenon, it will be managed by properly regulating the movement of vehicular traffic so that the ambient air quality with respect to noise is adversely affected.

To prevent any occupational hazard, ear muff / ear plug shall be given to the workers working around or operating the plant and machinery emitting high noise levels. Operation of such plant or machinery shall strictly be prohibited during night hours. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact.

3.7.1.4 SOLID WASTE MANAGEMENT:-

During the construction, soil shall be excavated only for foundation of the building structures to come up. This excavated soil will be properly stacked under tarpaulin cover and will be reused for back filling purpose and road construction, etc. The top soil will be preserved separately and will be used for landscaping purposes only. The unused soil shall be sent to landfill site only identified by the Municipal Corporation.

Appropriate 22.5 kg/day of Municipal solid waste shall be generated from temporary labours shall be disposed off at Municipal Landfill Site .

No Used oil whenever generated from the DG sets shall be kept in a secured place and in leak prof container and shall be sent to approved recycler.

3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION

The population management measures are as follows

The total population of the complex is given in table below.

S.no. Category Population (No.) 1. Main Plot 3070 2. EWS 720 3. NPNL 1391 4. staff 500 5. visitors 700 6. Amenities 550 Total population 6939



3.7.2.1 AIR ENVIRONMENT

DG sets of 2 x 1010 KVA, 1 x 380 KVA will be installed for emergency use during power failure. Stack height of 3.5 m above roof level for D.G Sets will be maintained which will help in reducing the air pollution. The DG sets will be installed with acoustic enclosure.

Table 9: DG sets & stack Height

As per the specifications from D.G. Set manufacturer following emissions shall be maintained, as given in Table 10 & 11.

Table 10: DG Set emission standards for DG Sets above 1000 KVA

DG Set Capacity

No. PM mg/nm3

NOX mg/nm3

HC mg/nm3

CO mg/nm3

1000 KVA 2 75 887.5 100 150

Table 11: DG Set emissions standards for DG sets below 1000 KVA

3.7.2.2 WATER MANAGEMENT

Total water requirement of the township has been estimated to be 923 KLD and will be met by supply sources HUDA. Water shall be used mainly for domestic, flushing, cooling, gardening & Misc. purposes. Total quantity of wastewater

D. G. Set. Capacity No Stack Height 1010 KVA 2

6 meters above roof level

380 KVA 1

D.G Sets Capacity

No. PM gm/kw-hr

NOx gm/kw-

hr

SO2 gm/kw-hr

CO gm/kw-

hr 380 KVA 1 0.3 9.2 1.3 3.5



generation will be 645 KLD. The generated sewage will be treated in Sewage Treatment Plant capacity 780 KLD based on FAB technology. The treated water 613 KLD shall be generated from STP, out of which 405 KLD will be reused for flushing, cooling & misc. purposes and 208 KLD shall be given to tanker.

3.7.2.2.1 WASTEWATER TREATMENT

The Sewage Treatment Plant of 780 KLD offered has some distinct advantages over conventional activated sludge processes. The scheme is proven, under a variety of operating conditions, and is highly flexible in operation.

The characteristics of Raw sewage and the characteristics required for the treated water will be as given in Table 12 and 13 respectively.

Table 12: RAW SEWAGE CHARACTERISTICS

The Sewage Treatment Plant (STP) can give treated water, which can be reused for Flushing, Gardening, Cooling & Miscellaneous purposes.

Table 13: TREATED SEWAGE CHARACTERISTICS

pH - 6.5-8.5 BOD mg / l <10 COD mg / l <60 TSS mg / l <10 Oil & Grease mg / l <10

Following description gives the salient features of the STP:

1. Small space requirement The concept of compact sewage treatment plant is promoted so that expensive conventional treatment is dispensed herewith. The treatment scheme is also versatile, in the sense that units can be re-arranged in any way in which the space and pile caps are available.

2. Lower operating power requirements The system utilizes aeration tanks of much smaller size, thereby reducing the overall power required in aerating the raw sewage. Since the bio-reactor depth is

Flow M3 / day 645 KLD pH - 6.5 – 8.5 BOD mg / l 350 - 400 COD mg / l 600 - 800 TSS mg / l 250 - 300 Oil & Grease mg / l Upto 50



more, efficient transfer of oxygen takes place, thereby reducing the overall power consumed in treatment.

3. Simplicity in operation and maintenance The system adopted has much less moving parts (only pumps and blowers). Further there is no moving part inside the bio-reactor. This gives the advantage of continuously running the bio-reactor system, under widely fluctuating conditions. All the maintenance on the mechanical systems can be done with normal skilled mechanics available.

The system is unique in operation, such that, only inlet and outlet parameters (i.e. raw sewage BOD / COD / TSS /TP and treated sewage BOD / COD / TSS / TP etc.) need to be analysed. Since the bio-reactor is self-sustaining, there is no requirement of recycling the biomass from the secondary clarifier. Hence, analysis such as MLSS / MLVSS / SVI (sludge volume index) / F / M ratio etc. is not required to be done. This greatly reduces the analytical load on the plant chemist / supervisor, and makes the system very simple to operate and control.

4. Removal of Nutrients & coliform The bio-reactor system adopted in the FAB based STP is provided with nutrients removal, and removal of disease causing E-coli bacteria.

Nutrient removal

The bio-reactor system operates at very food to micro-organisms ratio (F / M ratio). This helps in totally converting the Ammonical nitrogen to nitrate nitrogen. In the process of synthesis of organic substrate, about 40 – 50% of the total phosphates load is also reduced. The remaining phosphates can be precipitated by addition of aluminum ions dosed in form of Poly Aluminum Chloride (PAC). Phosphates react with aluminum ions and precipitate as aluminum phosphate, which is an insoluble salt. Thus the total phosphates load can be easily reduced by more than 90%.

Coliform removal

The outlet BOD of the bio-reactor system being very low (in other words, hardly any food is available to the E-coli), most of the coliform are killed in the reactor itself. The treated sewage outlet coliform count will conform to WHO standards.

5. Sludge handling The sludge generated in the bio-reactors is totally digested. Since the F / M ratio in the bio-reactors is very low, the excess sludge generation is lower than compared to the conventional ASP system. Normally, this sludge is anaerobically digested to stabilize the organic matter. The present system does not envisage any sludge digestion (since the sludge is aerobically stabilized in the bioreactors itself), making the system more suitable for operation with less manpower.



The excess sludge is separated in the secondary clarifier, and then disposed off either on drying beds, or can be directly used as soil conditioner.

3.7.2.2.2 HYDRAULIC FLOW DIAGRAM OF SEWAGE TREATMENT

PLANT:

3.7.2.2.3 TREATMENT PROCESS

The sewage is first passed through a Bar Screen Chamber & an Oil & Grease Chamber where any extraneous / floating matter gets trapped.

The sewage is then collected in a Receiving Sump where the variations in flow

and characteristics are dampened, which otherwise can lead to operational

problems and moreover it allows a constant flow rate downstream. Here the

sewage is kept in mixed condition by means of coarse air bubble diffusion.

The equalized sewage is then pumped to the Fluidized Aerobic Bed Reactors

(FAB) where BOD/COD reduction is achieved by virtue of aerobic microbial

activities. The FAB reactors run in series. The oxygen required is supplied through

coarse air bubble diffusers.

The excess bio-solids formed in the biological process, which are separated in the

downstream Plate Settler Tank. The clear supernatant is sent to the tertiary

treatment section comprising of a Dual Media Filter and an Activated Carbon Filter, and UV disinfections system. If needed Softener shall be provided.



The biological sludge generated from the FAB, which is settled in the Plate Settler,

is drained through the Filter Press.

3.7.2.3 NOISE ENVIRONMENT

The main sources of the noise pollution will be D.G sets. and traffic movement within the colony. DG sets & their capacity 2 x 1010 KVA, 1 x 380 KVA.

Mitigation Measures:

� DG sets shall be bought acoustically enclosed and shall meet the norms prescribed by CPCB.

� Planting of the trees at the boundary of the colony will help in reducing the level of the noise within the Complex.

Location of DG sets: surface

3.7.2.3.1 ACOUSTIC ENCLOSURE / TREATMENT

There are two methods to reduce noise from DG Sets.

1. Acoustic Enclosures [when DG Set is kept outdoor] 2. Acoustic Treatment [when DG Set is kept indoor]

ACOUSTIC TREATMENT:

(a) MAIN FRAME:

3’ 1.5” rectangular pipe will be used to make main frame of the panel covered with 18 gauge MS sheet from one side.

Insulation by Glass Wool:

3” thick glass wool pad of high density covered with tissue paper will be used for absorption of sound.

Covering Layer:

Finally, the insulated material is covered with perforated galvanized (GI) sheet (24SWG) to prevent damage to insulating material.

(b) AIR VENTILATION SYSTEM

The acoustic lining defined in above results in accumulation of heat generated by DG Set. Therefore the temperature of the treated room may increase which may adversely affect the life of DG Set. To overcome the said problem, a proper ventilation system should be designed.



As per calculation of heat generated by DG Sets a regular fresh air is continuously sucked from the enclosure with the help of two 20” axial fans. There have been two 24” axial fans for the supply of fresh air. The pressure difference inside and outside of the room has been less than 8 mm WG, which does not affect the normal running condition of DG Sets.

(c) INSULATION OF AIR INLET AND OUTLET POINTS

The sound travels along with air therefore it is necessary to control the traveling sound with the help of insulated ducts [2” glass wool pads and perforated sheets] and louvers at inlet and outlet air points. The ducts have S-type shape to prevent any direct escape of noise.

(d) INSULATED SERVICE DOOR

The maintenance and servicing of DG Set is done using a suitable service door of 5’ x 7’ size. The door is made of MS sheet and frames fully insulated with 3” thick glass wool pad followed by perforated aluminum sheets.

The schematic layout of acoustic enclosure is given below:

ACOUSTIC TREATMENT FOR D. G. SET ROOM



3.7.2.4 PARKING MANAGEMENT

� As per NBC the parking for plots (main plots, NPNL plots & EWS) shall be provided within the plots.

� The parking for commercial areas has been calculated and will be as shown below in table 13

� Additional parking for visitors shall also be provided. � The parking for community sites will be managed within the premises.

3.7.2.4.1 A. Parking Required: Table 14: Parking Calculation

PARKING required FAR Factor ECS

Residential plots

Within the plots

Commercial 12393.325 FAR/50

248 ECS Visitors(20 % of the total parking)

109 ECS

Total Parking Required

357 ECS

3.7.2.4.2 B. Parking Provided:

As no basement is proposed, the parking will be managed on the surface. The Parking provided is shown below:

Parking Proposed Parking area Calculation factor Parking provided

Surface parking 8925 sq m 25 357 ECS

3.7.2.5 WASTE MANAGEMENT

3.7.2.5.1 MUNICIPAL SOLID WASTE

For 6939 persons around 2597 kg/day of municipal solid waste will be generated for proposed site.

The solid waste categories and disposal method detail is shown is given in Table 15:



Table 15: Municipal Waste Management

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

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

Table 16: Hazardous & E-Waste Management

Type of Waste Colours of Bins

Category Disposal Method Total Waste (Kg/ day)

Organics Green Bio Degradable

The waste will be sent to Municipal Solid

Waste site

1818

Recyclable Items

Blue Recyclable Recycler 779

Total 2597 kg/ day

Type of Waste

Colours of Bins

Category Disposal Method Total

Waste

Used Oil

Black With Label

Hazardous Waste

Waste shall be collected in leak proof containers at isolated place

and then it will be given to approved vender of CPCB as per

Hazardous Wastes (Management/ Handling/Transboundry Movement)

Rules, 2008, as amended in 2011

26 lit/month

E-waste Black With Label

Hazardous Waste

E-Waste (Management & Handling) Rules, 2011

1 Kg/month



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

PLANTATION:-

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

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

Green belt/greenery shall be developed along most of the periphery of the project area as well as along roads. Area under plantation/greenery is 54141.184 sq m with trees and plants. The trees planted shall be of adequate height. Any trees that do not survive will be replaced. The plantation/greenery programme will be completed, simultaneously along with the project.

PLANTATION PROGRAMME LAYOUT:-

Plantation in the project area helps to arrest the particulate matter in the area and hence attenuate the pollution to a great extent and contribute positively to the environment. The trees also help in maintenance of regional ecological balance and conform to soil and hydrological conditions. Indigenous species are preferred for the purpose.

Plantation area Breakup:

S. NO. Type of Plantation Area (sq m)

1. Landscaping 39680 sq m

2. Green (park) 14447.076 sq m



ANTICIPITATED IMPACT & MITIGATION MEASURES DURING CONSTRUCTION PHASE

S. NO.

Description Impacts Mitigation Measures

1. Air & Noise Environment

� Site clearance and use of heavy vehicles and machinery/equipment etc. at construction site.

� Loading and unloading of construction materials like, cement, sand, stones, bricks, etc.

� Procurement and transport of construction materials such as sand, cement etc.

� Water sprinkling shall be done to reduce the dust during construction of buildings.

� Trees will be planted along the construction site to reduce dust emission and noise

2. Water Environment

� Soil runoff from the site leading to off – site contamination (Particularly during rainy season).

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

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

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

� Tank is made to store the rainwater to reuse for construction purposes.

� The rain water from the construction site shall be collected & used for sprinkling and rest is disposed off without putting much impact on environment.

� Mobile toilets have been provided. The sewage from labours shall be discharged into septic tank followed by soak pit.



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

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

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

� Excavated soil shall be stacked and re-use for back-filling & levelling purposes.

ANTICIPITATED IMPACTS & MITIGATION MEASURES DURING OPERATION PHASE

S. No. Description Impacts Mitigation Measures

1. Air & Noise Environment

� Running of DG sets of capacity 2 x 1010 KVA, 1 x 380 KVA during power failure will result into air emission.

� Movement of vehicles will cause some emissions into the air.

� DG sets shall be provided with adequate stack height as per CPCB norms.

� Long and broad leaves variety of trees shall be planted to reduce air emission and noise.

2. Water Environment

� During the operation phase abstraction of water is not proposed for project .Water shall be met by HUDA supply.

� In the proposed colony, water will be used for domestic use, flushing, swimming pool and for horticulture purpose etc. Therefore, wastewater discharge will be liquid waste and sewage and shall be treated in STP and resused in flushing &

� Fresh water requirement shall be reduced by using treated water.

� The excess treated water will be given to tankers suppliers & hence no discharge to sewers will be made

� Rain water shall be stored into ground water tanks by 5 rain water Collecting tank pits



gardening purposes. No waste shall be discharged to sewer line

3. Solid Waste � Bio-degradable and recyclable waste from households activities.

� Used oil from DG sets and e- waste

� Bio-degradable waste of 1818kg/day shall be sent to municipal site for disposal.

� Used oil of 26 lit/day will be generated from the DG sets (used for common services) which shall be kept in an isolated area and in leak proof container and shall be given to authorised recycler

ENVIRONMENT MONITORING PLAN (DURING CONSTRUCTION PHASE

Monitoring Frequency of Monitoring Air & stack : � Ambient air quality at appropriate location for

PM10,PM2.5,SO2.NOX � Stack emission for point sources PM,SO2,NOX,HC &

CO.

� Six monthly

� Six monthly Water & Wastewater : � Water Quality Monitoring for relevant parameters

of IS - 10500

� Six monthly

Noise : � Day & night level Noise Monitoring

� Six monthly

Soil : � Soil Monitoring ,Qualitative and Quantitative

testing/analysis to check the soil fertility , porosity, texture, water holding capacity etc.

� Six monthly



ENVIRONMENT MONITORING PLAN (DURING OPERATION PHASE)

MONITORING FREQUENCY OF MONITORING AIR & Sack :

� Ambient Air Quality at appropriate location for PM10,PM2.5,SO2,NOX,HC

� Stack emission for point sources PM,SO2,NOX,HC & CO

� Annually

� Annually

Water & Wastewater : � Water Quality Monitoring for relevant

parameters of IS – 10500 � Waste Water Quality (Treated &

Untreated) for pH, TSS, Oil & Grease. � Waste water quality pH, TSS, oil &

Grease. BOD, COD, TKN & Phosphate.

� Six monthly

� Daily till stabilization of STP.

� Weekly till one month then

monthly Noise :

� Day & night level Noise Monitoring

� Annually Soil :

� Soil Monitoring, Qualitative and quantitative testing/analysis to check the soil fertility, porosity, texture, water holding capacity etc.

� Annually



ENCLOSURE 4. RISK ASSESSMENT



4.1 RISK ASSESSMENT

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

property.

Risk assessment is a step for Risk Management. Risk assessment is determination

of qualitative and quantitative value of risk related a situation or hazard.

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

Risk assessment involves the following:

� Hazard Identification

� Vulnerability Analysis

� Risk Analysis

� Emergency Preparedness Plan

1 HAZARD IDENTIFICATION

The project is a Ruhil Township “Plotted Development” and there may be

following types of hazards:

1.1 Natural hazard:

Earthquake

Flooding

1.2 Manmade hazard:

Health Injuries

Fire & explosion

Electrical

Mechanical

Radiation

Thermal

Chemical



2 VULNERABILITY ANALYSES

This is a Ruhil Township “Plotted Development” hence residents, staff & visitors

are vulnerable to risks.

3 RISK ANALYSES

The risk is likelihood of harmful effect big or small due to hazard, together with

severity of harm suffered. Risk also depends on number of people exposed to

hazard.

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

3.1 Earthquake:

The project is located at seismic zone IV where earthquake can occur from 4.0-7.0

Ricter scale.

3.2 Flooding:

The project site is located in an area where no natural river or drainage exists.

However, flooding can occur due to excess rain.

3.3 Health Injuries

1. Safety nets will be provided at appropriate level and various shafts/ openings

will be kept covered to prevent falls, slips, trips etc.

2. Necessary safety belts, helmets and eye-masks as required will be enforced at

site.

3. Adequate guardrails will be provided to the staircases and common areas.

4. Adequate guardrails/ fences will be provided around the water storage spaces

to prevent drowning accidents.

5. Adequate protection/ fence will be provided around the excavated areas.

6. The machinery and the equipments will be regularly tested and maintained

with the specific emphasis against accidents failures.

7. The deployed Safety officers will ensure that the personnel/ labor will be kept

at a safe distance from working machinery to avoid accidents/ injuries due to

toxic gases/ chemical/ noise.



8. Moving parts of various parts of machineries/ equipments will be properly

guarded.

9. Rest rooms and first aid facilities will be made available for the workers.

3.4 Fire & Explosion:

Since it is a Ruhil Township “Plotted Development” fire can occur due to electrical

spark or gas leakage from kitchens.

Fire is mainly caused in due to carelessness, short circuits, and malfunctioning of

gas regulator, tube, and such related products.

3.5 Electrical:

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

or accidently.

3.6 Mechanical:

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

3.7 Radiation:

Due to use of wireless equipments there may be electromagnetic radiation.

3.8 Thermal:

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

3.9 Chemical:

Chemical use in the Ruhil Township “Plotted Development” limited to cleaning

agents & medicines.

4.2 Disaster Management Plan

Disaster Management provides the opportunity to plan, prepare and when needed

enables a rational response in case of disasters/ mass casualty incidents (MCI).

Disasters and mass casualties can cause great confusion and inefficiency in the

hospitals. They can overwhelm the complex resources, staffs, space and or

supplies. Lack of any tangible plan to fall back upon in times of disaster leads to a



situation where there are many sources of command, many leaders, and no

concerted effort to solve the problem.

An internal risk management authority is formed which may undertake periodic

evaluation of safety precautions to be followed by each department for hazard

recognition with the following steps:

Building will be undertaken on a periodical basis to identify the measures taken

to prevent/reduce the impact of the potential hazards.

All peoples will be encouraged to routinely assess all activities to identify potential

hazards.

To make the proceedings easier, the all the persons will embark upon disaster

planning using a phase plan. The building emergency planning is divided into

three phases:

1) Pre disaster phase

Planning: Risk assessment and planning for preparedness will be done, the

building plans will be formulated and then discussed in a suitable forum for

approval.

The disaster manual: The building disaster plan shall be written down in a

document form and copies of the same should be available in all the areas of the

building.

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

this phase.

2) Disaster Phase

Phase of activation: Alter and notification of emergency.

Activation of the chain of command in the building.

Operational phase: This is the phase in which the actual tackling of mass casualties

will be performed according to the disaster/emergency plan.

Phase of deactivation: When the administration/ command of the building will be

satisfied that the influx of mass casualty victims is not continuing to overwhelm

the building facilities.



3) Post Disaster Phase

This is an important phase of disaster planning where the activities of the

disaster/ emergency phase will be discussed and the inadequacies will be noted

for future improvements.

4.3 SAFETY MEASURES:

Management provides the opportunity to plan, prepare and when needed enables

a rational response in case of disasters/ mass casualty incidents (MCI). Disasters

and mass casualties can cause great confusion and inefficiency in the hospitals.

They can overwhelm the group housing resources, staffs, space and or supplies.

Lack of any tangible plan to fall back upon in times of disaster leads to a situation

where there are many sources of command, many leaders, and no concerted effort

to solve the problem.

An internal risk management authority is formed which may undertake periodic

evaluation of safety precautions to be followed by each department for hazard

recognition with the following steps:

Building will be undertaken on a periodical basis to identify the measures taken

to prevent/reduce the impact of the potential hazards.

All peoples will be encouraged to routinely assess all activities to identify potential

hazards.

To make the proceedings easier, the all the persons will embark upon disaster

planning using a phase plan. The building emergency planning is divided into

three phases:

1) Pre disaster phase

Planning: Risk assessment and planning for preparedness will be done, the

building plans will be formulated and then discussed in a suitable forum for

approval.

The disaster manual: The building disaster plan shall be written down in a

document form and copies of the same should be available in all the areas of the

building.



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

this phase.

2) Disaster Phase

Phase of activation: Alter and notification of emergency.

Activation of the chain of command in the building.

Operational phase: This is the phase in which the actual tackling of mass casualties

will be performed according to the disaster/emergency plan.

Phase of deactivation: When the administration/ command of the building will be

satisfied that the influx of mass casualty victims is not continuing to overwhelm

the building facilities.

3) Post Disaster Phase

This is an important phase of disaster planning where the activities of the

disaster/ emergency phase will be discussed and the inadequacies will be noted

for future improvements.



ENCLOSURE 5. : DISCLOSURE OF THE

CONSULTANT SHOWING NABET/QCI

ACCREDIATION STATUS



ENCLOSURE 6. LAND PAPERS



ENCLOSURE 7. AUTHORISATION LETTER

FOR PROPONENT



ENCLOSURE 8. AUTHORISATION FOR

CONSULTANT



ENCLOSURE 9. COPY OF RECIEVING OF

POWER ASSURANCE



ENCLOSURE 10. AFFIDAVITS



ENCLOSURE 11. LANDSCAPE PLAN

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ENCLOSURE 12. TRAFFIC CIRCULATION

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ENCLOSURE 13. DUAL PLUMBING PLAN

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ENCLOSURE 14. CONTOUR PLAN

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ENCLOSURE 15. WATER ASSURANCE



ENCLOSURE 16. FOREST CLEARANCE



ENCLOSURE 17. SOIL INVESTIGATION

REPORT



ENCLOSURE 18. TEST REPORT



ENCLOSURE 19. TOPOGRAPHICAL MAP



ENCLOSURE 20. AFFIDAVIT FOR OWNING

OF DATA BY CONSULTANT

“ruhil township” (plotted...

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