03/01/2017environmentclearance.nic.in/writereaddata/online/tor/10...14 regd. address huda office...

Aman

Typewritten Text

03/01/2017

Aman

Typewritten Text

Aman

Typewritten Text

INDEX S.No. Content Page no.

1. Form I 1-16

2. Form I ‘A’ 17-45

3. Conceptual Plan 46-79

Annexure

1. NABET Certificate 80-81

2. Consultant Authorization letter 82

3. Layout plan approval 83

4. Water works land acquisition 84

5. Electrical safety measures 85-88

6. Construction process 89-93

7. Health & Safety Measures 94

8. Codes of Earthquake 95

9.

Environmental Impacts & mitigation measures to

control the green house effects, radiation effects, ozone

depletion effects and acid rain effects.

96

10. Risk Assessment Plan 97-98

11. Water conservation measures 99

12. Fire Fighting standards and codes 100-102

13. Master Plan 103

14. Location map 104

15. Buffer map 500 m 105

16. Buffer map 10 km 106

17. Buffer map 5 km 107

18. Layout Plan 108

EC for Township Project Sector-4, Fatehabad, Haryana Haryana Urban Development Authority FORM-1

Prepared by: Vardan EnviroNet, Gurugram Page 1

(I) BASIC INFORMATION

S. No. Items Details

1 Name of the Project Township project 236.63 Acres in Sector-4, Fatehabad, Haryana by Haryana Urban Development Authority

2 Serial No. in schedule 8(b) “Township & Area Developement Projects” as per MoEF Notification 14/9/2006

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

Total Area of Sector– 9,57,607.635 m2 (236.63 Acres)

Net Area Planned – 7,76,025.188 m2 (191.76 Acres)

Total Area under plots - 2,86,112.7 m2 (70.70 Acres)

Area under EWS Housing - 69120.308 m2 (17.08 Acres)

4 New/Expansion/Modernization New 5 Existing capacity/Area etc. Not Applicable 6 Category of project A

(as the total built up area is 438873.17 m2 > 3,00,000 m2 )

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

No

8 Does it attract the specific condition? If Yes, please specify No

9 i) Location of unit ii) Plot, Survey No, Khasra No. iii) Tehsil iv) District v) State

Sector-4, Fatehabad, District- Fatehabad Sector- 4 Fatehabad Fatehabad Haryana

10 Nearest Railway station/Airport along with distance in kms.

Bhattu Kalan Railway Station Approx. 18.91 km in South -West

11 Nearest town, City, Distt. Head Quarter along with distance in kms.

Fatehabad – Approximately 3.6 km in West direction

12 Village Panchayat, Zila Parishad, Municipal Corporation, Local body(Complete postal addresses with telephone nos. to be given)

Municipal Corporation 50/1, NH 10, Basti Bhima, Fatehabad, Haryana 125050 Email: [email protected]

13 Name of Applicant Haryana Urban Development Authority 14 Regd. Address HUDA Office Complex, HUDA Division No-II, Sector-

13,Hisar



15 Address for correspondence(1): Name Designation Address Pin Code E mail Telephone Mobile Fax No.

Haryana Urban Development Authority Mr. V.K. Arora Executive Engineer HUDA Division No-II, Sector-13, Hisar 125004 [email protected] 01662-245174 +91 - 9416049126

Address of correspondence(2): Environment Consultant M/s Vardan EnviroNet (Accredited from QCI/NABET) D-142,Sushant Lok-III, Golf Course Extension Road, Gurugram, Haryana Tel No. 0124-4291036 Email: [email protected]

16 Detail of alternative site, if any. Location of these sites should be shown on a topo-sheet.

Not applicable in this case.

17 Interlinked Project There is not any interlinked project. 18 Whether separate application for

interlinked project has been submitted

Not Applicable. In view of item No. 17 above

19 If, Yes Date of Submission Not Applicable. In view of item No. 17 above

20 If no , reason Not Applicable. In view of item No. 17 above

21 Whether proposal involves approval/clearance under: if yes, details of same and status to given

a) Forest (conservation) Act 1980?

b) Wild life protection Act 1972?

c) CRZ notification 1991?

No. The unit does not fall in any notified reserved forest area. No. The proposed project site does not fall in any wildlife protected area. No. The unit does not fall in any Notified coastal regulation zone.

22 Whether there is any Govt. order/policy relevant/relating site?

1. Town and Country Planning Department

23 Forest land involved(hectares) No Forest land is involved in the proposed project.

mailto:[email protected]



24 Whether there is any litigation pending against the project and / or land in which is project is proposed to be setup:

a) Name of court b) Case No. c) Orders/directions of Court,

if any and its relevance with the proposed project.

There is no litigation pending against the project and land. Therefore, Information required against point a, b & c is 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

The site is barren land after completion of the project the site will be part of developed residential sector. The proposed project has been approved by Department of Town and Country planning Haryana.

1.2 Clearance of existing land, vegetation and building?

Yes

There is no structure present on the site. The site is fully vacant. The existing vegetation at site consists of wild grasses and weeds which shall be cleared at the time of construction. The proposed project has green area development plan; the local and indigenous species shall be planted within the project area.

1.3 Creation of new land uses? Yes

The proposed site is vacant consisting wild grass and weeds. The land shall be used for the development of residential sector.

1.4 Pre-construction investigations e.g. house, soil testing? Yes

Proposed project involves construction of internal and peripheral roads and allotment of residential plots.

1.5 Construction works?

Yes

The Construction activities will be confined within the project premises; there will be no physical change outside the project boundary.

1.6 Demolition works? No

Project site is vacant land. Hence, demolition is not required.

1.7 Temporary sites used for construction works or Housing of

No The construction activities including stocking of raw materials will be confined



construction workers? within the project site only. No temporary shelters for labour are proposed. Local labors from nearby area will be hired. Sanitation facilities will be developed at site.

1.8 Above ground building, structures or Earthworks including linear structures, cut and fill or excavations

Yes

Excavation will be carried out for leveling purpose only. The excavated soil will be used in backfilling and other area development activities.

1.9 Underground work including mining or tunneling? No

No underground work including mining/ tunneling is required except excavation of earth.

1.10 Reclamation works? No No reclamation work is required. 1.11 Dredging? No No dredging is required. 1.12 Offshore structures? No No offshore structure is required. 1.13 Production and manufacturing

processes? No No production/ manufacturing process is involved as the proposed project is a township project.

1.14 Facilities for storage of goods or materials?

Yes

Raw material will be stored at site in a covered area. Cement will be separately stored under cover in bales. Sand will be stacked neatly under tarpaulin cover. Bricks and steel will be laid in open.

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

Yes

Solid Waste: The solid waste generated from the project will be in the form of: Domestic Waste: Approximately 13257.0 kg/day domestic solid waste is estimated to be generated from the project activity; this will be collected from designated locations and segregated into inorganic and organic wastes. The inorganic non-biodegradable wastes will be sold to authorize vendors for recycling and the biodegradable wastes will be disposed according to MSW (Management& Handling) Rules, 2000 and amended Rules, 2008.

Hazardous Waste No hazardous waste will be produced from project activities except some spent oil generated from D.G. sets; which will be sold to recyclers authorized by State Pollution Control Board.



Liquid effluents During construction phase, sewage will be treated through septic tank. The wastewater in operation phase will be treated up to tertiary level in a common STP constructed by HUDA. Dewatered/ dried sludge generated from the STP plant will be used as manure for landscape development & tree plantation.

1.16 Facilities for long term housing of operational workers?

No

Local labour will be hired from nearby areas during construction phase. So, there will be no need to create permanent facilities for long-term housing of operational workers.

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

No

The site has good connectivity to NH-10. Only internal roads, paths will be developed for vehicular movements of construction material during construction phase, whereas internal tracks and paths will be developed for traffic circulation (to avoid any congestion) during operational phase.

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

No

The site is well connected through the road network. The nearest highway is NH-10 at a distance of approximately 0.1 km towards South-West.

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

No

Since the site is well connected to NH-10 which has high traffic density; not required the diversion or closure of existing traffic routes.

1.20 New or diverted transmission lines or pipelines? No Existing lines will be extended.

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 watercourses is proposed.

1.22 Stream crossings? No There is no stream running across the site.

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

No

The water will be supplied through HUDA. Total fresh water requirement of the project will be approximately 4548 KLD, for the Domestic purpose (1885.0 KLD), Flushing (1134.0 KLD), Hospitals & Nursing Home (346.0 KLD), & Horticulture (1183.0 KLD).



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

No

Runoff will increase due to increased paved surface. However, Receiving water body is capable of taking the additional runoff quantity.

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

Yes

Transport of personnel/ material during construction and operation phase are envisaged. Adequate parking space within the project site for loading and unloading of materials will be provided.

1.26 Long-term dismantling or decommissioning or restoration works?

No No Long term dismantling or decommissioning or restoration work will be involved.

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

No

No decommissioning activity is involved, Hence, No impact on the environment by the proposed project is supposed.

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

No

Local laborers from nearby area will be employed during the construction phase. In the operation phase, most of the expected occupants will be from the surrounding areas. Hence, the project will lead to a redistribution of occupants within the city. Thus, no significant influx of people is envisaged.

1.29 Introduction of alien species? No

The landscaping will be carried out with mainly local species with a few ornamental varieties of flora that are well suited to the local conditions.

1.30 Loss of native species or genetic diversity?

No There will be no significant impact on the native species or genetic diversity.

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

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

S. No. Information/Checklist confirmation

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

2.1 Land especially undeveloped or agricultural land (ha)

No

Proposed site is having wild grasses which shall be cleared and project shall be developed on vacant land. Local and indigenous plant species shall also be planted at proposed project site.



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

Yes

The water will be supplied through HUDA. Total fresh water requirement of the project will be approximately 4548 KLD, for the Domestic purpose (1885.0 KLD), Flushing (1134.0 KLD), Hospitals & Nursing Home (346.0 KLD), & Horticulture (1183.0 KLD).

2.3 Minerals (MT) No Not Applicable

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

Yes All materials for construction will be arranged through selected suppliers.

2.5 Forests and timber (source – MT) No Not Applicable

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

Yes

The total power requirement for the proposed township project at Sector-4, Fatehabad is proposed to be supplied by Dakshin Haryana Bijli Vitran Nigam (DHBVN). Power back up –For individual plots, plot owners shall be responsible for providing power back up within their plots itself. For schools, clinics and shopping centre, developers shall arrange for power back up at their own level.

2.7 Any other natural resources (use appropriate standard units)

No No other natural resource will be involved in the project except the mentioned above.

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

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

S. No.

Information/Checklist confirmation


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

Yes The proposed project is a development of residential sector. Hence, storage of hazardous chemicals (as per MSIHC Rules) is not expected.

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 (with frequent spray of insecticides etc.) will be adopted in both the construction and operational phase such that there will be no stagnation of water or accumulation of waste. This will effectively restrict the reproduction and growth of disease vectors.



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

Yes

Socio-economic standard of people will improve due to increased employment opportunities provided by this project. This will lead to better quality of life and will also set a standard for future developments in the area.

3.4

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

No Impacts of this type are not expected.

3.5 Any other causes

No No other causes are involved except the mentioned above.

4. Production of solid wastes during construction or operation or decommissioning

(MT/month)



4.1 Spoil, overburden or mine wastes No No such spoil, overburden or mine wastes will be generated.

4.2 Municipal waste (domestic and or commercial wastes)

Yes

The total municipal solid waste to be generated is approximately 13257.0 kg/day. The inorganic non-biodegradable wastes will be sold to authorized vendors for recycling and the biodegradable wastes will be disposed according to MSW (Management & Handling) Rules, 2000 and amended Rules, 2008).

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

No

Spent oil from DG sets will be stored in HDPE drums in isolated covered facility. This spent oil will be sold to vendors authorized by HSPCB/MoEF for the treatment of same. Suitable care will be taken so that spills/leaks of spent oil from storage could be avoided.

4.4 Other industrial process wastes No Not applicable as this is a proposed township project.

4.5 Surplus product No Not applicable as this is a proposed township project.

4.6 Sewage sludge or other sludge from effluent treatment

Yes Sludge generated from the STP plant will be dried and later will be used as manure for landscape development.

4.7 Construction or demolition wastes

Yes The construction waste will consist of excess earth and construction debris along with cement bags, steel in bits and pieces,



insulating and packaging materials etc.

Recyclable waste construction materials will be sold to authorized recyclers. Unusable and excess construction debris will be disposed at designated places in tune with the local norms.

4.8 Redundant machinery or equipment

No Redundant machinery will not be generated.

4.9 Contaminated soils or other materials

No Contaminated soils or other materials will not be generated.

4.10 Agricultural wastes No No agricultural wastes will be generated. 4.11 Other solid wastes No Not Applicable 5. Release for pollutants or any hazardous, toxic or noxious substances to air (Kg/hr).

S. No. Information/Checklist

confirmation Yes/ No


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

Yes

The project does not envisage any major air pollution sources except vehicles. The pollution generated from the vehicular movement will be check by regular check up of vehicles.

5.2 Emissions from production processes

No No production processes is involved as it is a proposed township project. Hence, there will be no such emissions.

5.3 Emissions from materials handling including storage or transport

Yes

Small quantities of fugitive emissions are envisaged during transport and handling of construction materials. Such emissions will be temporary and controlled by the use of sprinkling and other viable techniques like covering of loose material.

5.4 Emissions from construction activities including plant and equipment

Yes This will be restricted to the construction phase and the construction site only.

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

Yes

Dust is anticipated during loading and unloading of construction material and excavation of upper earth surface. These will however be temporary in nature, which will be controlled by providing water sprinklers. Tarpaulin cover will be provided on stored loose materials to reduce the dust emission.

5.6 Emissions from incineration of wastes

No Not applicable. There will not be any incineration of waste as this is proposed



residential township sector project.

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 onsite.

5.8 Emissions from any other sources No Not Applicable

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



6.1

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

Yes

The machinery to be used for construction will be of high standard and will adhere to international standard. These standards itself take care of noise control/vibration control and air emission control. Hence, insignificant impacts due to construction machinery are envisaged. Apart from this, the construction activities will be restricted to day time only. All the machinery will be of highest standard of reputed make and will comply with standard.

6.2

From industrial or similar processes

No

No industrial processes will be carried out in the proposed project except running of various construction equipments/ machinery. Proper maintenance of machineries will reduce the generation of noise and vibration.

6.3

From construction or demolition

Yes

Due to various construction activities, there will be short-term noise impacts in the immediate vicinity of the project site. The construction activities will include the following noise generating activities: • Concreting, mixing & operation of

DG sets. • Construction plant and heavy vehicle

movement.

6.4 From blasting or piling

No No blasting or mechanized piling will be done.

6.5

From construction or operational traffic

Yes

Some noise will be generated from vehicular movement in the construction



and operational phase but that will be mitigated with landscape development.

6.6

From lighting or cooling systems No

No significant noise impact will result from lighting or cooling systems.

6.7

From any other sources No

There will be no other sources for noise & vibration generation except the mentioned above.

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

sewers, surface waters, groundwater, coastal waters or the sea:

S.No. Information/Checklist confirmation


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

No The used oil from DG sets will be carefully stored in HDPE drums and periodically sold to authorized recyclers. All precautions will be taken to avoid spillage from storage as per the Hazardous Wastes norms.

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

No There will be no discharge of untreated sewage on land or into water bodies. Adequate treatment of sewage will be carried out in common effluent treatment plant constructed by HUDA.

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

No There will be no deposition of pollutants emitted to air into the land or into water by any source.

7.4 From any other sources No No other sources are involved except the mentioned above.

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

No There will be no such risk in the coming future.



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


confirmation Yes/No


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

Yes

This is a residential project and does not involve major hazardous construction activity. Hence chances of explosions, spillages, fires etc. are minimal.

During construction, it is proposed to provide suitable personal protective equipment to all construction workers as required under the health & safety norms. Awareness & Training about safety norms will be provided to all the supervisor and construction workers involved in construction activities. To deal with any fire related accident, fire fighting facility of single handed hydrant valve, long hose reel, and portable fire extinguisher shall be provided.

8.2 From any other causes No No other causes are involved except the mentioned above.

8.3

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

No

The project falls under seismic active Zone III according to the Indian Standard Seismic Zoning Map. Suitable seismic coefficient will be adopted in horizontal and vertical direction respectively, 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, ancillary development or development stimulated by the project which could have impact on the environment e.g. • Supporting infrastructure

(roads, power supply, waster or wastewater treatment, etc.)

• housing development

• extractive industries • supply industries • other

Yes

Yes

Yes

No No No

The proposed project is for residential use; it may lead to development of supporting services and infrastructure in and around the area. The project will have positive impact on the ancillary infrastructure like road, markets, public health, amenities, conveyance facilities etc. The project is proposed for the development of residential plotted colony along with group housing component only. 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 Anticipated

9.3 Set a precedent for later developments

No Not Applicable

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

No Not Applicable

(III) ENVIRONMENTAL SENSITIVITY


confirmation Name/ Identity

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

1.

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

Not Applicable

There is no area under international conventions, national or local legislation for their ecological, landscape, cultural or other related value.



2.

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

Not Applicable There is no area which is important or sensitive for ecological reasons.

3.

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

Not Applicable

There is no ecologically sensitive species of flora or fauna found in the study area.

4. Inland, coastal, marine or underground waters.

Not Applicable Not Applicable

5.

State, National boundaries

Not Applicable

No State or International Boundary falls within the 15 km radius of the project site.

6.

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

NH-10

Approx. 0.1 km in South-West direction

7. Defense installations Not Applicable Not Applicable

8. Densely populated or built-up area

Fatehabad Approximately 3.6 km from project site in West direction

9.

Areas occupied by sensitive manmade land uses (hospitals, schools, places of worship, community facilities)

S. No.

Particulars Distance Direction

Hospitals

1. Delhi Nursing home

2.3 km NW

2. Siwach Hospital 3.5 km NW

Market

1. Sector-3 Market 2.5 Km West

2. Huda Market 3 Km West

10.

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

Not Applicable

Ground-water resources in the study area are depleting at very fast rate and declared as scarce resources.

11.

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

Not Applicable

There is no area which is subjected to pollution or environmental damage. All parameters of Air, Water and Noise etc. will be maintained within permissible limit specified by SPCB/ CPCB with



proper mitigation measures.

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)

Not Applicable

The site falls under the zone III as per the Seismic Zone Map of India. There are no possibilities of proposed project site getting susceptible to natural hazards as per records available.

EC for Township Project Sector-4, Fatehabad, Haryana Haryana Urban Development Authority FORM 1A


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).

SECTION 1- LAND ENVIRONMENT:

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

1.1 Will the existing land use get significantly altered from the project that is

consistent with the surroundings? (Land use must conform to the approved Master

Plan/Development Plan of the area. Change of land use, if any and the statutory

approval from the competent authority are submitted). Attach Maps of (i) site

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

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

conceptual plans.

No

The project site is barren land. It is anticipated that the development activities of the

project will not have an adverse effect on the land use activities in the project area. The site

is earmarked for residential development as per the Fatehabad Revised Draft Development

Plan-2031. The development of landscape will enhance the visual aesthetics of the area.

Map showing the project location and the project vicinity is given in Figure I:



Figure-1: Google Image of the Project Site

Table 1: CONNECTIVITY

S. No. Detail Distance Direction 1. Nearest Highway (NH-10) 0.1 Km South-West 2. Bhattu Railway Station 19.1 Km South-West 3. Bhatinda Airport 110.1 Km North-West

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

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

LAND REQUIREMENT Table 2: Area Statement

S. No.

Particulars Area ( m2)

1. Project Name Township project 236.63 Acres in Sector-4, Fatehabad, Haryana by Haryana Urban Development Authority

2. Activities Residential Plots, Nursing Home, Clinics, High School, Primary School, Creche, Dharamshala, Staff quarters, Petrol Pump,



Religious building, Shopping centre, Club, Old age home, EWS Housing, etc.

3. Total Area of Sector 9,57,607.635 m2 (236.63 Acres) 4. Net Area Planned 7,76,025.188 m2 (191.76 Acres)

5. Total Area under plots 2,86,112.7 m2 (70.70 Acres)

6. Area under Nursing Home(2) / Clinics(3)

3439.828 m2 (0.85 Acres)

7. Area under High School/Primary School/Creche

31889.23 m2 (7.88 Acres)

8. Area under Dharamshala 2711.394 m2 (0.67 Acres) 9. Area under Staff Quarters 10602.76 m2 (2.62 Acres)

10. Area under Petrol pump(2)

2104.365 m2 (0.52 Acres)

11. Area under Religious Building(2)

4046.86 m2 (1.00 Acres)

12. Area under Shopping centre/Convenient Shopping

46417.443 m2 (11.47 Acres)

13. Area under Club 18129.92 m2 (4.48 Acres)

14. Area under Electric sub-station

8093.71 m2 (2.00 Acres)

15. Area under Boosting Station

4572.948 m2 (1.13 Acres)

16. Area under Police Post 9429.175 m2 (2.33 Acres) 17. Area under Old Age home 4046.86 m2 (1.00 Acre)

18. Area under Social & Charitable sites(2)

6272.627 m2 (1.55 Acres)

19. Area under Hospital 8093.71 m2 (2.00 Acres) 20. Area under Taxi Stand 3642.17 m2 (0.90 Acres) 21. Area under Tube Well 1456.868 m2 (0.36 Acre) 22. Area under EWS Housing 69120.308 m2 (17.08 Acres) 23. Area under HUDA Land(6) 8093.71 m2 (2.00 Acres)

24. Area under Roads, parks, green belt & open space

247748.55 m2 (61.22 Acres)

25. Total Residential plots 1384



26. Total Built Up Details Built up area Details S.No Infrastructures Built Up Area (m2) 1 For residential plots 392941.4

2 Staff Quarters 10602.76 3 Area under N.H. &

Clinics 3439.828

4 Area under Primary School

31889.23

TOTAL 438873.17 Therefore, the total built up area of the proposed township is 4, 38,873.17 m2 which is >3.0 lacs . Hence it falls under item 8(b), category (A) as per MoEF&CC 2006 EIA Notification amendment as on dated 9/12/2016.

27.

Water requirement & Sources

Total Fresh Water Requirement :4548.0 KLD Domestic Water Requirement :1885.0 KLD Flushing : 1134.0 KLD Horticulture : 1183.0 KLD Hospital & Nursing Home : 346.0 KLD Source : HUDA

28. Total MSW Generate 13257.0 Kg/day

29. Estimated Population 30325 Persons

30. Green Area

Required @30% (57.52 acres or 2,32,775.181 m2) Proposed @30.5% (58.48 acres or 2,36,660.164 m2)

31. Cost of the project Rs. 300 Crores (Approx.)

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

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

and disturbance to the local ecology).

The project being a well planned activity will result in organized open spaces and green

areas. About 2,36,660.164 m2 of the area is earmarked for landscaping. The project will

have an overall positive impact on the existing land use and will not cause any disturbance

to the local ecology. Hence, proposed activity shall have no impact on surroundings.



1.4 Will there be any significant land disturbance resulting in erosion, subsidence

& instability? (Detail of soil type slope analysis, vulnerability to subsidence,

seismicity etc may be given).

There shall be no land disturbance resulting in erosion, subsidence and instability as it is a

flat land. The project site falls under the zone III as per Earthquake Hazard Map of Haryana.

The project will be earthquake resistant taking into account the latest provisions of Indian

Standards Codes.

Source: Maps of India

Earthquake Hazard Map of Haryana showing Project Site 1.5 Will the proposal involve alteration of natural drainage system? (Give details

on a contour map showing the natural drainage near the project site).

No perennial or non-perennial drainage system is found to exist in the project area or being

obstructed by the project. The surroundings comprise an urbanized stretch. Well planned

storm water drainage has been designed to take care of internal storm water drainage.

Thus, no impact on the natural drainage system is anticipated.

PROJECT SITE



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?)

The excavation work will involve in the proposed project for carrying out leveling work

only. The filling works will be done by the excavated material and no extra material will be

used.

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

construction period.

Water requirement during development phase will be met from STP treated water and is very

low.

Waste handling during the construction phase shall be done by the site contractor whose

responsibility lies with collection and storage of construction and demolition waste generated

on the site. All construction wastes generated during construction will be used within the site

itself for filling the floors, roads, aggregate for mortar etc. to the extent feasible. Remaining will

be sent to the agency for proper disposal.

1.8 Will the low lying areas & wetlands get altered? (Provide details of how low

lying and wetlands are getting modified from the activity).

No. The site area is a flat land and the surroundings are characterized by an urbanized

stretch. No low lying areas or wetlands are found in the vicinity of 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 labor and the means of disposal).

No health hazards are expected during the construction phase. The laborers will be

provided with face masks to minimize dust inhalation. A significant portion of the

construction waste and wood scrap generated will be used on the site. The remaining

waste will be transported to a government approved dumping site. The quantity of



domestic waste generated will be very little, as mostly local laborers will be employed.

However, the wastes generated will be collected and disposed by an authorized agency.

SECTION-2 WATER REQUIREMENT

2.1 Give the total quantity of water requirement for the proposed project with the

breakup of requirement for various uses, how will the water requirement met? State

the sources & quantities and furnish a water balance statement.

The water will be supplied through HUDA. Total fresh water requirement of the project will be approximately 4548.0 KLD.

Calculations for Daily Water Demand

S. No. Unit Types Total

Occupancy

Rate of Water (LPCD)

Domestic (KLD)

Flushing (KLD)

Total (KLD)

Total Waste Water (KLD)

1 Residential Plots 18684.0 135 1682 841 2522 2186

2 Nursing Home(2) / Clinics(3)

229 450 72 31 103 89

3 High School/Primary School/Creche

7972 45 120 239 359 335

4 Staff Quarters 786 135 71 35 106 92

5 Area under Religious Building(2)

100 15 0.6 0.9 2 1

6 Area under Hospital

540 450 170 73 243 209

7 Area under Taxi Stand

146 15 0.88 1.31 2 2

8 Floating Population at Residential Area

1868.0 15 11 17 28 26

9 Horticulture 236660.164 5 lit/m2 - - 1183 NIL

Total Water Requirement 2127.0

KLD 1238.0

KLD 4548.0

KLD 2940.0

KLD



Water Balance Diagram

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

The water will be supplied through HUDA. Total fresh water requirement of the project will

be approximately 4548 KLD.

For Domestic Purpose Residential, Schools, Religious places, visitors, Banquet hall & Community center

(1885.0 KLD)

Total Fresh Water Requirement

(4548.0 KLD)

After Pre Treatment

Wastewater generated (1508.0 KLD)

Waste water generated

(NIL)

Hospital & Nursing Home

346.0 KLD

Horticulture (1183.0 KLD)

Total wastewater generated

(2642.0 KLD)

CETP By HUDA

Flushing (from For Residential,

Schools, Religious places, visitors, Banquet hall &

Community center) 1134.0 KLD

Total Waste water generated

(298.0 KLD) Wastewater generated (1134.0 KLD)



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).

Not Applicable as the water requirement will be fulfilled from HUDA.

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

The water requirement for domestic purpose, flushing, Hospital & Nursing home and landscaping will be met through fresh water requirement sourced by HUDA.

The total waste water generated from the township (i.e. 2642.0 KLD) shall be treated in common effluent treatment plant constructed by HUDA within the township premises.

For the total effluent waste generated from hospitals and nursing home (i.e. 298.0 KLD ) shall be treated in CETP after pre treatment within the township premises.

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

of the project on other existing uses and quantities of consumption).

No, there will be no diversion of water from other users. Rise in water demand is local

phenomenon but the project would only involve spatial shifting of water demand with in a

region.

2.6 What is the incremental pollution load from wastewater generated from the

activity? (Give details of the quantities and composition of wastewater generated from

the activity)

Common Effluent Treatment Plant of HUDA has been proposed for the treatment/recycling

of wastewater within the project premises. Approximately 2642.0 KLD of waste water

generated from the proposed township project from domestic purpose.

For the total effluent waste generated from hospitals and nursing home (i.e. 298.0 KLD) shall be treated in CETP after pre treatment within the township premises.



Hence, no incremental pollution load is been expected from wastewater generated from the

activity.

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

details of the facilities created.

As per HUDA Notification dated 31st October 2011, arrangement of rain water harvesting

will have to be made by the plot owner, constructing the building on the plot allotted by

HUDA where the area of the roof is 100 m2 or more.

The detailed proposal for rain water harvesting system comprising of collection, conveyance

and dispersion of rain water from roof top to rain water harvesting well will be shown to the

approval committee. After scrutiny of the plan and necessary approval, the system shall be

implemented at the site.

1) Since the existing topography is congenial to surface disposal, a network of storm water

pipe drains is planned adjacent to roads. All building roof water will be brought down

through rain water pipes.

2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at

regular intervals for rain water harvesting and ground water recharging.

3) Peak Hourly rainfall of 45 mm/ hr shall be considered for designing the storm water

drainage system. Rain water harvesting has been catered to and designed as per the

guidelines of CGWA. At the bottom of the recharge well, a filter media is provided to

avoid choking of the recharge bore. Design specifications of the rain water harvesting

plan are as follows:

Catchments/ roofs would be accessible for regular cleaning.

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

allowing release of material into the water.

All gutter ends will be fitted with a wire mesh screen and a first flush device would be

installed. Most of the debris carried by the water from the rooftop like leaves, plastic

bags and paper pieces will get arrested by the mesh at the terrace outlet and to



prevent contamination by ensuring that the runoff from the first 10-20 minutes of

rainfall is flushed off.

No sewage or wastewater would be admitted into the system.

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

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

post construction phase on a long term basis? Would it aggravate the problems of

flooding or water logging in any way?

The project will include paved areas and thus the runoff is expected to increase due to

reduced infiltration. However, the increased runoff will not cause flooding or water logging

as a well designed storm water drainage will be provided. The runoff will finally be

collected into rainwater harvesting pits for groundwater recharge. The quality of runoff is

expected to improve due to paved areas.

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)

Water demand will be fulfilled from HUDA. No adverse impact is expected on this account

as extensive rainwater harvesting will be implemented across the project site. To reduce

the freshwater demand and hence the groundwater stress, recycled wastewater is

proposed to be used for landscaping and flushing.

2.10 What precautions/ measures have been to check the surface run-off, as well as

uncontrolled flow of water into any water body?

The following management measures are suggested to protect the water quality are:

Avoid excavation during monsoon season.

Care would be taken to avoid soil erosion.



Community toilets shall be constructed on the site during construction phase and the

wastewater will be channelized to the septic tank in order to prevent wastewater from

entering the water bodies.

Any area with loose debris/soil within the site shall be fully planted by local plant

species.

To prevent surface and ground water contamination by oil/grease, leak proof containers

would be used for storage and transportation of oil/grease. The floors of oil/grease

handling area would be kept effectively impervious.

Collection and settling in the storm water, prohibition of equipment wash downs,

prevention of soil loss and toxic release from the construction site will be adhered to

minimize water pollution.

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).

Most of the storm water produced on site will be harvested for ground water recharge.

Thus proper management of this resource is a must to ensure that it is free of

contamination. A detailed Storm Water Management Plan will be developed which will

consider the sources of storm water. The plan will incorporate best management practices

which will include the following:

• Regular inspection and cleaning of storm drains.

• Installation of clarifiers or Oil/ Water separators/traps system of adequate capacity

around parking areas and garages as per requirement.

• Avoid application of pesticides and herbicides before wet season.

• Conducting routine inspections to ensure cleanliness.

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

• Provision of silt traps in storm water drains.

• Good housekeeping in the above areas.



2.12 Will the deployment of construction laborers particularly in the peak period

lead to unsanitary conditions around the project site (Justify with proper

explanation).

No, mostly local laborers will be employed during the construction phase and thus

negligible quantities of wastes will be generated. Mobile toilets are proposed and the

wastewater generated will be collected in septic tanks.

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).

The total waste water generated from the township (i.e. 2642.0 KLD) shall be treated in common effluent treatment plant constructed by HUDA within the township premises.

For the total effluent waste generated from hospitals and nursing home (i.e. 298.0 KLD ) shall be treated in CETP after pre treatment within the township premises.

2.14 Give details of dual plumbing system if treated waste used for flushing of

toilets or any other use.

It is expected that total fresh water requirement of project will be 4548.0 KLD. During operation phase, 2642.0 KLD of waste water shall be generated which will be treated in common effluent treatment plant developed by HUDA.

About 298.0 KLD of the effluent waste shall be generated from Hospital/Nursing Home/Clinics etc within the proposed township.

SECTION-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).

No ecologically sensitive area falls within the project site. Hence, no ecological/ biological

threat has been anticipated.



3.2 Will the construction involve extensive clearing or modification of vegetation?

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

The project does not involve any significant vegetation clearing. It is a barren land. The

project will develop landscape by planting native plant species to enhance the aesthetic

value of the region and also provide an excellent habitat for various faunal groups.

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

important site – features (Give details of proposal for tree plantation, landscaping

creation of water bodies etc along with a layout plan to an appropriate scale?)

Landscape will be developed within the project premises along with internal parks and

lawns. The landscape area of the project is 2,36,660.164 m2 i.e. 30.5%. Plantation would be

of large leaf trees that provide adequate shade and are evergreen to semi-evergreen.

SECTION 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.

No. The existing land use around the site is urban and does not provide a habitat for wild

species. The prominent landscape will provide an excellent habitat for the native fauna.

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

The project will not have any direct or indirect impacts on the avifauna of the area.

However, planting of trees bearing fruits will be an attraction to the local bird population.

4.2 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse

impacts on fauna.

No direct or indirect impact on fauna is envisaged.



SECTION 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 of

the construction).

Ambient air monitoring was carried out at the project site during the environmental

assessment.

During the post construction phase, cars, scooter/motorcycle will be owned by the

residents of the residential plotted colony. Vehicular emissions will be the major source of

air pollution in addition to DG set. Quantum and dispersion of pollutants from vehicular

emission will depend upon the following:

• Volume of traffic on the roads,

• Meteorological conditions.

• Emission sources

From vehicular emissions, PM, NO2 and CO is pollutants of primary concern. The dispersion

of vehicular emission would be confined within 100 m from the road and concentration

will decrease with increase in distance from road. It is anticipated that the contribution of

vehicular emission in ambient air quality will be marginal but well within the stipulated

National Ambient. Dispersion will be faster at higher wind speed.

Mitigation Measures: The proposed project will develop suitable landscape with in the

premises and along the internal road, which will work as a barrier for the movement of

pollutants and help in pollution control.



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.

Ambient air monitoring was done on site. During operational phase of the project, there

will be increase in atmospheric concentration of gases and particulate matter due to

running of DG sets. The total power requirement for the proposed Sector-4 is proposed to

be supplied by Dakshin Haryana Bijli Vitran Nigam (DHBVN). Power back up –For

individual plots, plot owners shall be responsible for providing power back up within their

plots itself. For schools, clinics and shopping centre, developers shall arrange for power

back up at their own level. However, the D.G. sets will be functional only during power

failure and BS IV complied fuel will be used. Adequate stack height for D.G. sets will be

provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) to

facilitate natural dispersion of exhaust gases.

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

details of the present level of transport infrastructure and measures for

improvement including the traffic management at the entry and exit to the project

site.

Adequate provision will be kept for car/ vehicles parking at the project. There shall also be

adequate provision for visitors parking so as not to disturb the traffic and allow smooth

movement at the site.

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

pedestrian pathways, footpaths etc, with areas under each category.

Internal roads of adequate width, footpaths/ pedestrian pathways have been well planned

for the project.

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

the sources and the measures for mitigation of the above.



No significant impact of noise has been anticipated within and outside of the project site due to provision of wide roads for smooth flow of traffic and avenue plantation along the roads. Noise, due to the traffic, within site, will result in a marginal increase in the noise levels because noise control measures shall be provided in vehicles & DG sets as mentioned below, which will cause slight increase in noise level.

5.6 What will be the impact of D.G. sets and other equipment on noise levels and

vibration in ambient air quality around the project site? Provide details.

During operational phase of the project, vehicular movement and operation of DG sets will

be the major sources of noise pollution. But both these activities- DG set and vehicular

movement will not have any significant impact on the people residing in the area. Since DG

set will not be operational continuously and moreover it will be placed away from

populated area and will be enclosed with suitable enclosures. Hence, no or minimal impact

will be anticipated due to DG set and vehicular emission. It is envisaged that the movement

of the motor vehicles will be restricted to designated carriageways only.

Impacts on Air Quality due to DG Sets • Impacts on ambient air during operation phase would be due to emissions from the

stacks attached to backup DG sets only during grid power failure. Mitigation Measures for Impacts of DG Sets on Ambient Air Quality • Back up DG sets will comply with the applicable emission norms. • Adequate stack height for DG sets will be provided as per norms. • Back up DG sets will be used only during power failure. • Monitoring of emissions from DG sets and ambient air quality will be carried out as per

norms.

SECTION-6 : AESTHETICS

6.1 Will the construction in any way result in the obstruction of a view, scenic

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

proponents?

The construction of proposed project is well planned. Thus, no obstruction of view or scenic

beauty or landscape is anticipated. Furthermore, the construction will be planned in such a



way that the organized open spaces and landscaped areas will render the plot aesthetically

appealing.

6.2 Will there be any adverse impacts from new constructions on the existing

structures? What are the considerations taken into account?

No impacts anticipated.

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

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

The project will strictly follow the Area Building Regulation Norms of NBC. All norms on

Ground Coverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural Design and

other parameters will be strictly adhered to.

6.4 Are there any anthropological or archaeological sites or artifacts nearby?

State if any other significant features in the vicinity of the site have been considered?

No anthropological or archaeological sites or artifacts are found near the site area.

SECTION-7: SOCIO-ECONOMIC ASPECTS

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

population? Provide the details.

The project is situated in the residential zone and hence there will be no change in

demographic structure.

Construction phase: Since local laborers will be engaged during construction phase,

alteration to the existing demographic profile of the area is not anticipated.

Operation phase: The changing demography in the area is another impact that needs

attention. The project will mainly lead to spatial redistribution of local population and

hence no considerable influx of population is envisaged owing to the project.



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

The Project Land has been allotted for development of Residential township sector.

However all sorts of social infrastructure like transportation facilities, water supply &

sanitation facilities, communication facilities, educational institutes, hospital, markets,

banks, cultural amenities etc. already exist in surrounding area.

7.3 Will the project cause adverse effects on local communities, disturbance to

sacred sites or other cultural values? What are the safeguards?

Construction phase: There are no religious sites or archeological monuments of historical

significance in or near the project site. Hence, no adverse impact in this regard is

anticipated. Rather, this phase will generate jobs that relate to unskilled, semi skilled as

well as skilled labour category. Few supervisory positions will also open up, for which local

candidates will be considered based on merit.

Operation phase: The project will provide state-of-the-art facility in the area, thereby

improving the quality of life. The project of such scale will also boost the local economy.

SECTION-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? (Give details of

energy conservation measures in the selection of building materials and their energy

efficiency)

For the purpose of paved path, sun dried pavers will be used instead of baked pavers as

they are manufactured through energy efficient processes.

8.2 Transport and handling of materials during construction may results in

pollution, noise and public nuisance. What measures are taken to minimize the

impacts?

Mitigation Measures for Air Pollution during Construction Stage:



• Construction materials will be suitably covered with tarpaulin cover etc during

transportation.

• Water sprinkling shall be done on haul roads where dust generation is anticipated.

• Raw material storage and handling yard will be enclosed from all sides.

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

shall be provided to the workers working in the dust prone areas.

Mitigation Measures for Noise Pollution during Construction Stage:

• Administrative as well as engineering control of noise will be implemented.

• Isolation of noise generation sources and temporal differentiation of noise generating

activities will ensure minimum noise at receiver’s end.

• To prevent any occupational hazard, suitable PPCs shall be provided to the workers

working around construction plant & machinery emitting high noise levels.

• Use of such plant or machinery shall not be allowed during night time. Careful planning

of machinery operation and scheduling of operations shall be done to minimise such

impact.

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

savings achieved?

Yes, construction waste/ debris; generated during construction will be utilized for road

construction. Construction waste/ debris will be used as fillers in base and sub-base of the

carriageway, footpaths pavements or pedestrian way, as needed.

8.4 Give detail of the methods of collection, segregation & disposal of the garbage

generated during the operation phases of the project.

The solid waste of the project will be segregated into biodegradable waste and non-

biodegradable. Biodegradable waste and non biodegradable waste will be collected in

separate bins. Biodegradable waste shall be disposed off as per MSW Rules 2000 &

amendment 2008. The recyclable wastes will be sent off to the government authorized



recyclers. Proper guidelines for segregation, collection and storage will be prepared as per

Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules,

2008.

SECTION-9: ENERGY CONSERVATION

9.1 Give details of the power requirements, source and supply, backup source etc.

What is the energy consumption assumed per square foot of built-up area? How have

you tried to minimize energy consumption?

The total power requirement for the proposed Sector-4 is proposed to be supplied by Dakshin Haryana Bijli Vitran Nigam (DHBVN). Power back up –For individual plots, plot owners shall be responsible for providing power back up within their plots itself. For schools, clinics and shopping centre, developers shall arrange for power back up at

their own level.

9.2 What type and capacity of power backup do you plan to provide?

The total power requirement for the proposed Sector-4 is proposed to be supplied by Dakshin Haryana Bijli Vitran Nigam (DHBVN). Power back up –For individual plots, plot owners shall be responsible for providing power back up within their plots itself.

For schools, clinics and shopping centre, developers shall arrange for power back up at

their own level.



9.3 What are the characteristics of the glass you plan to use? Provide

specifications of its characteristics related to both short wave and long wave

radiation?

It is proposed to adopt suitable thickness of glass, depending upon the panel size to keep

the U value as per the requirement of ECBC.

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

Illustrate the applications made in the project.

Passive solar design refers the use of the sun’s energy for heating and cooling of living

spaces. Pergolas, projections, façade elements, metal louvers are proposed to be provided

for sun shading to reduce the heat influx into the building and thus reduce the air

conditioning loads.

9.5 Does the layout of street & building maximize the potential for solar energy

devices? Have you considered the use of street lighting, emergency lighting and solar

hot water systems for use in the building complex? Substantiate with details.

Layout of buildings has been done as per the sun path analysis so that the design cuts off

direct radiations of critical hours which are specific to the orientation. Solar energy is

proposed to be harnessed through solar street lights etc.

9.6 Is the shading effectively used to reduce cooling/heating lands? 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?

Pergolas, projection, façade elements, metal louvers are proposed to be provided to reduce

cooling loads. Green area and open areas will be so spaced that a reduction in temperature

is achieved.

9.7 Do the structures use energy-efficient space conditioning, lightening and

mechanical systems? Provide technical details. Provide details of the transformers



and motor efficiencies, lightening intensity and air conditioning load assumption?

Are you using CFC and HCFC free chillers? Provide specifications.

Yes. The envelope will be designed in such a way that energy efficient internal space can be

achieved. Measures prescribed in Energy Conservation Building Code 2007 will be followed

to reduce the heat influx by walls, roofs and openings. Only prescribed quality of glasses

will be used.

9.8 What are the likely effects of the building activity in altering the micro-

climates? Provide a self assessment on likely impacts of the construction on creation

of heat island & inversion effects?

Heat emissions from the construction may be from the following sources:

• Heat absorbed from the paved and concrete structures

• Heat generated from equipment/appliances

• Heat increase due to population increase

• However, the heat generated will not be significant and will be dissipated in the

greens and open areas provided within the project area.

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 value

or the R values of the individual components.

For building envelope, ECBC shall be followed to achieve maximum thermal comforts.

9.10 What precautions & safety measures are against fire hazards? Furnish details of

emergency plans.

Firefighting measures shall be adopted as per the guidelines of NBC. In addition, it is

proposed to provide 10 kg fire extinguishers for class A, B, and C fires. CO2 extinguishers

will also be provided.



9.11 If you are using glass as wall materials, provide details and specifications

including emissivity and thermal characteristics.

The proposed project is for Residential use and will not involve use of glass as wall

material.

9.12 What is the rate of air infiltration in to the building? Provide details of how

you are mitigating the effects of infiltration.

The project will not be centrally air conditioned. Proposed building orientation will

achieve maximum natural ventilation.

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 is proposed to be harnessed through solar street lights etc.

Green area is provided along with tree plantation which will result in natural air cooling

and will reduce the load on conventional energy sources.

SECTION-10: ENVIRONMENT MANAGEMENT PLAN

10.1 The Environment Management Plan (EMP) would consist of all mitigation

measures for each component of the environment due to the activities increased

during the construction, operation and the entire life cycle to minimize adverse

environmental impacts resulting from 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 sites including fire.

A detailed environmental management plan is presented in below Tables to mitigate all the

identified environmental impacts that are found to be significant.



Environmental Management Plan – Construction Phase

S. No Environmental Impacts Mitigation Measures Implementing

Agency Monitoring

Agency

(i) Air pollution due to emissions from construction machinery and movement of vehicles.

a) Vehicles transporting construction materials prone to fugitive dust emissions should be covered.

b) Trucks carrying sand should be provided with tarpaulin sheets to cover the bed and sides of the trucks.

c) Idling of delivery trucks or other equipment should not be permitted during loading and unloading.

d) All construction vehicles should comply with air emission standards and be maintained properly.

e) Development of alternative access routes to the site by passing the residential areas to avoid air pollution

Building Contractor

Project proponent

(ii)

Air pollution, noise and safety hazard due to movement of construction vehicles through internal roads of project premises.

a) Improvement of road surface to standards adequate to withstand movement of heavy construction vehicles

b) Installing appropriate signage and deploying flagmen during peak traffic period to regulate the movement of traffic

Building Contractor

Project proponent

(iii) Noise pollution due to operation of construction machinery at the site.

a) Construction contracts should specify that the construction equipment should meet the noise and air emission levels as per EPA Rules, 1986.

b) Generator sets should be provided with noise shields around them.

c) Vehicles used for transportation of construction material should be well maintained.

d) The workers operating high noise machinery or operating

Building Contractor

Project proponent



near it should be provided with ear plugs e) The high noise generating stationary machinery should be

located at the southern or central portion of the site

(iv) Impact on community water resources (quality).

a) All waste water discharges from construction site will be received in septic tanks, adequate capacity and soak pits.

b) Oil handling and storage area will be surfaced and provided with catch pit to intercept any accidental spillages.

Building Contractor

Project proponent

(v) Sanitation and healthcare at workers camp

a) The contractor shall install adequate lavatories; soak pits and baths at the construction camp to cater to the requirements of the workers.

b) The construction camp should be located on the south-west corner of the site

c) The contractor shall build septic tanks with adequate capacity at the workers colony and at construction yard.

d) All organic waste shall be disposed off according to Municipal Solid Waste (Management & Handling) Rules 2000 & Amendment 2008.

e) Quarterly health check-ups of construction workers should be organized at workers colony.

f) Adequate provision of water supply and fuel for cooking should be made at workers colony.

Building Contractor

Project proponent

(vii) Improvement of Access Roads to the site

a) Improvement and widening of the existing access roads. b) Establishing road connection c) Relocation of the encroachments in temporary shelters if

the approach road along the boundary of the project site connecting the road is used for transportation of construction materials to the site.

Building Contractor

Project proponent



(viii) Impact on Micro Climate

a) On-site planting of shading trees b) Planting of numbers of trees, of species suitable to the semi

arid climatic condition and alluvial soil of the project site along the roads and on the designated open spaces to ensure the improvement of micro-climatic condition of the project site.

Building Contractor

Project proponent

Environmental Management Plan - Operational Phase

S. No. Environmental

Impacts Mitigation Measures

Organizational / Monitoring

Arrangements

Training Requirements

Implementing Arrangements

(i)

Unsanitary

conditions in the

rehabilitation site

due to inadequate

management of solid

waste

1. Provision for door–

to-door collection of

waste from the

households and

arrangement for its

regular removal

from the site

2. Participation of

community groups in

Formation of housing

society by involving

community voluntary

groups and creation of a

corpus funds that could

be utilized for the solid

waste management in

the project site.

1. Training and

awareness

programs with the

community

members.

2. Training for the

segregation of

waste.

Apartment Staffs would

monitor the solid waste

collection and will be

responsible for the

disposal of the waste.

Day to day functioning

of waste collection and

management of fund

would be the



the collection and

disposal process

responsibility of the

housing society

(ii)

Maintenance of

adequate quality of

life standard in the

resettlement site

1. Provision of

rainwater infiltration

through shallow

wells at the site to

augment ground

water resources

Association between

the community group,

housing society and

project proponent for

the maintenance and

operation of the system

Training and

awareness program

with the community

members for the

proper maintenance

of the facility

Apartment Staff through

the community group

2. Provision for regular

potable water supply

to meet the drinking

water needs of the

residents population

project proponent

forming a task force

with the Local

Municipal Corporation

to monitor the

consistency in supply of

potable water

Awareness program

with the resident’s

population for the

conservation of

potable water

3. Provision for

adequate

maintenance of

assets to ensure their

Association between

the community group,

housing society and

project proponent for

Training for the

community groups on

the maintenance

needs.

Housing society with

the Community group



smooth functioning the maintenance and

operation of the system

4. Development and

maintenance of

landscape and green

areas to overcome

micro-climatic

impacts

project proponent in

association with the

community monitoring

group

Training to the

community group on

plant maintenance

Housing society with

the community group

EC for Township Project Sector-4, Fatehabad, Haryana Haryana Urban Development Authority CONCEPTUAL PLAN


INTRODUCTION

Haryana Urban Development Authority is coming up with township project at Sector-4, Fatehabad. It is situated on Malaut-Pithoragarh National Highway No. 9. The Development Plan for Area is already approved vide Drawing No. DTP (F) 159/2013 dated the 9 April, 2013 in which the area is proposed as urbanisable area for further development of these towns.

SITE LOCATION AND SURROUNDINGS The site is adjacent to NH-9 (starts at Malaut, Punjab and ends at Pithoragarh, Uttrakhand). National Highway-10 is located at approx. 0.1 km from the project site in SW direction. Bhattu railway station are at a distance of 19.1 km (SW).

Figure-1: Google Image of the Project Site



TABLE 1: CONNECTIVITY

S. No. Detail Distance Direction 1. Nearest Highway (NH-10) 0.1 Km South-West 2. Bhattu Railway Station 19.1 Km South-West 3. Indira Gandhi National Airport (IGI) 32.1 Km North-East

PROJECT LAYOUT AND ENVIRONMENTAL CONTEXT

The total area of the proposed project is estimated 9, 57,607.635 m2 (236.63 Acres). The detailed Area Statement is provided below in Table 2.

SALIENT FEATURES OF PROJECT:

Table 2: Area Statement

S. No.

Particulars Area ( m2)

1. Project Name Township project 236.63 Acres in Sector-4, Fatehabad, Haryana by Haryana Urban Development Authority

2. Activities

Residential Plots, Nursing Home, Clinics, High School, Primary School, Creche, Dharamshala, Staff quarters, Petrol Pump, Religious building, Shopping centre, Club, Old age home, EWS Housing, etc.

3. Total Area of Sector 9,57,607.635 m2 (236.63 Acres) 4. Net Area Planned 7,76,025.188 m2 (191.76 Acres)

5. Total Area under plots 2,86,112.7 m2 (70.70 Acres)

6. Area under Nursing Home(2) / Clinics(3)

3439.828 m2 (0.85 Acres)

7. Area under High School/Primary School/Creche

31889.23 m2 (7.88 Acres)

8. Area under Dharamshala 2711.394 m2 (0.67 Acres)

9. Area under Staff Quarters

10602.76 m2 (2.62 Acres)

10. Area under Petrol pump(2)

2104.365 m2 (0.52 Acres)

11. Area under Religious 4046.86 m2 (1.00 Acres)



Building(2)

12. Area under Shopping centre/Convenient Shopping

46417.443 m2 (11.47 Acres)

13. Area under Club 18129.92 m2 (4.48 Acres)

14. Area under Electric sub-station

8093.71 m2 (2.00 Acres)

15. Area under Boosting Station

4572.948 m2 (1.13 Acres)

16. Area under Police Post 9429.175 m2 (2.33 Acres)

17. Area under Old Age home

4046.86 m2 (1.00 Acre)

18. Area under Social & Charitable sites(2)

6272.627 m2 (1.55 Acres)

19. Area under Hospital 8093.71 m2 (2.00 Acres) 20. Area under Taxi Stand 3642.17 m2 (0.90 Acres) 21. Area under Tube Well 1456.868 m2 (0.36 Acre) 22. Area under EWS Housing 69120.308 m2 (17.08 Acres)

23. Area under HUDA Land(6)

8093.71 m2 (2.00 Acres)

24. Area under Roads, parks, green belt & open space

247748.55 m2 (61.22 Acres)

25. Total Residential plots 1384 26. Total Built Up Details Built up area Details

S.No Infrastructures Built Up Area (m2) 1 For residential plots 392941.4

2 Staff Quarters 10602.76 3 Area under N.H. &

Clinics 3439.828

4 Area under Primary School

31889.23

TOTAL 438873.17 Therefore, the total built up area of the proposed township is 4, 38,873.17 m2 which is >3.0 lacs . Hence it falls under item 8(b), category (A) as per MoEF&CC 2006 EIA Notification amendment as on dated 9/12/2016.



27.

Water requirement & Sources

Total Fresh Water Requirement :4548.0 KLD Domestic Water Requirement :1885.0 KLD Flushing : 1134.0 KLD Horticulture : 1183.0 KLD Hospital & Nursing Home : 346.0 KLD Source : HUDA

28. Total MSW Generate 13257.0 Kg/day

29. Estimated Population 30325 Persons

30. Green Area

Required @30% (57.52 acres or 2,32,775.181 m2) Proposed @30.5% (58.48 acres or 2,36,660.164 m2)

31. Cost of the project Rs. 300 Crores (Approx.) POPULATION DENSITY The Total population of the project will be 30325 persons. The detailed population breakup is showing as given below in the Table 3. Table-3: Population Break up

S.No UNIT TYPES NO. OF PLOTS/AREA Population Basis POPULATION

1 Total Area under plots 1384 plots 13.5 PPU 18684

2 Floating Population at Residential Area - 10% of the residential population 1868

3 Nursing Home(2) / Clinics(3) 3439.828 15 sqm/bed 229

4 High School/Primary School/Creche 31889.23 4 sqm /person 7972

5 Staff Quarters 10602.76 300 person/acre 786

6 Area under Religious Building(2) 4046.86 Lumpsum 100

7 Area under Hospital 8093.71 15 sqm/bed 540

8 Area under Taxi Stand 3642.17 25 sqm/ECS/person 146

TOTAL 30325

PROJECT COST The total estimated cost of the project is Rs. 300 Crores (Approx.)

WATER REQUIREMENT



The water will be supplied through HUDA. Total water requirement of the project will be approximately 4548.0 KLD. The calculation of total water requirement and total waste water generation is as follows:

Table-4: Calculations for Daily Water Demand

S. No. Unit Types Total

Occupancy

Rate of Water (LPCD)

Domestic (KLD)

Flushing (KLD)

Total (KLD)

Total Waste Water (KLD)

1 Residential Plots 18684.0 135 1682 841 2522 2186

2 Nursing Home(2) / Clinics(3)

229 450 72 31 103 89

3 High School/Primary School/Creche

7972 45 120 239 359 335

4 Staff Quarters 786 135 71 35 106 92

5 Area under Religious Building(2)

100 15 0.6 0.9 2 1

6 Area under Hospital

540 450 170 73 243 209

7 Area under Taxi Stand

146 15 0.88 1.31 2 2

8 Floating Population at Residential Area

1868.0 15 11 17 28 26

9 Horticulture 236660.164 5 lit/m2 - - 1183 NIL

Total Water Requirement 2127.0

KLD 1238.0

KLD 4548.0

KLD 2940.0

KLD



Figure-2: Water Balance Diagram

Hence, total fresh water requirement of the project will be as follows;

Total Fresh Water Requirement :4548 KLD Total Domestic Requirement : 1885.0 KLD Flushing : 1134 KLD For Nursing Home & Hospital : 346 KLD Horticulture : 1183.0 KLD

For Domestic Purpose Residential, Schools, Religious places, visitors, Banquet hall &

Community center (1885.0 KLD)

Total Fresh Water Requirement

(4548.0 KLD)

After Pre Treatment

Wastewater generated (1508.0 KLD)

Waste water generated

(NIL)

Hospital & Nursing Home (346.0 KLD)

Horticulture (1183.0 KLD)

Total wastewater generated

(2642.0 KLD)

CETP By HUDA

Flushing (from For Residential,

Schools, Religious places, visitors, Banquet hall &

Community center) (1134.0 KLD)

Total Waste water generated

(298.0 KLD) Wastewater generated (1134.0 KLD)



Total Waste Water Generation :2940 KLD

RAIN WATER HARVESTING

As per HUDA Notification dated 31st October 2011, arrangement of rain water harvesting will have to be made by the plot owner, constructing the building on the plot allotted by HUDA where the area of the roof is 100 m2 or more. The detailed proposal for rain water harvesting system comprising of collection, conveyance and dispersion of rain water from roof top to rain water harvesting well will be shown to the approval committee. After scrutiny of the plan and necessary approval, the system shall be implemented at the site.

VEHICLE PARKING FACILITIES

Following norms shall be followed for parking arrangements –

(i) For plotted development, individual plot owners shall be responsible for parking within their plots. (ii) For EWS, parking arrangements shall be planned on the basis of Zoning Plan issued for later development. (iii) For Commercial buildings, 1 ECS for 50 m2 of the covered area shall be provided. 15% of the total parking shall be in the form of surface parking and remaining 85% shall be in the form of covered parking. Hence, adequate space for parking will be provided within the project premises.

POWER REQUIREMENT

The total power requirement for the proposed Sector-4 is proposed to be supplied by Dakshin Haryana Bijli Vitran Nigam (DHBVN). Power back up –For individual plots, plot owners shall be responsible for providing power back up within their plots itself. For schools, clinics and shopping centre, developers shall arrange for power back up at their own level.

SOLID WASTE GENERATION

Solid waste shall be generated both during construction and operation phase. Construction Phase – The waste material generated at the time of construction period shall include excavated material like stones, grit, pebbles, sand etc., empty cement bags, pieces of bricks and other construction materials which are of no use while constructing. Since it is a township



project, Individual plot owners shall take care of the waste generated while constructing their own houses while HUDA during construction of other buildings shall take care of the following in order to minimize waste generation – (i) Excavated material like topsoil shall be stacked and kept at temporary spaces to be used in later stages of construction like backfilling and leveling. It shall also be used for the gardening purposes. (ii) Construction material shall be stored properly in storage yards and shall be used time to time. Empty bags will be stacked separately and shall be sold for recycling.

Figure-3: Solid Waste Management Scheme during Construction Phase

During the operation phase, waste will generate from Residential plots, EWS units, Staff Quarters,

Visitors. The solid waste generated from the project shall be mainly domestic waste and estimated

quantity will be 13257 kg/day approximately.

Used in re-filling, raising site level

Sold to agency for recycling

Top soil conserved for landscaping, balance

used in re-filling

As per MSW Rules, 2000

and amended Rules, 2008

Solid Waste

Construction Waste Food Waste

Construction waste, Broken Bricks, Waste Plaster

Empty cement Bags, Containers

etc.

Excavated Soil



Table-5: Calculation of Solid Waste Generation

S. No. Source of Solid Waste Generation

Waste Generation Rate (kg/cap/day) Total Population

Waste Generated (kg/day)

1 Residential plots 0.45 18684 8408.0

2 Floating Population at Residential Area 0.15 1868 280.0

4 High School/Primary School/Creche 0.45 7972 3587.0

5 Staff Quarters 0.45 786 354.0

6 Area under Religious Building(2) 0.15 100 15.0

8 Area under Taxi Stand 0.15 146 22.0

9 Street Sweeping 0.02 29556 591.0

TOTAL 13257.0

(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering Organization, Ministry of Urban Development, (Government of India, May 2000)

Figure-4: Solid Waste Management Scheme during Operation Phase

Biodegradable Waste (7954.0 kg/day)

Non-Biodegradable Waste (5303.0 kg/day)

Green Bins

Municipal Solid Wastes

Manure

Blue Bins Dark Gray Bins

Final disposal through a Govt. approved agency to recycling

industry

Final disposal through a Govt. approved agency

Solid Waste (13257.0) kg/day)

Recyclable Waste (3182.0 kg/day)

Non-Recyclable Waste (2121.0 kg/day)

Dispose as per Municipal Solid Wastes

(Management and Handling) Rules, 2000 &

amendment 2008



Following arrangements will be made at the site in accordance to Municipal Solid Wastes

(Management and Handling) Rules, 2000 and amended Rules, 2008.

1 Collection and Segregation of Waste

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

colored bins from household units.

2. Separate colored bins will be provided for dry recyclables and bio-degradable waste.

3. For institutional waste collection, adequate number of colored bins (Green and Blue

bins for bio-degradable and non bio-degradable respectively) are proposed to be

provided.

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

Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste shall be disposed off as per MSW (Management & Handling)

Rules 2000 & amendments 2008.

2. STP sludge is proposed to be used as manure for horticulture.

Recyclable wastes

1. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure

after decomposition.

2. Recyclable wastes like paper, plastic etc. will be sold off to recyclables.

3. Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back

arrangement will be made for batteries.

2 Disposal

The Municipal Solid Waste Management will be collected as per the guidelines of Municipal Solid

Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. The inert non-

recyclable wastes will be disposed through government approved agency for land filling.



Bio Medical Waste Generation

Following arrangements will be made at the site in accordance to Bio Medical Wastes (Management and Handling) Rules, 1988 and amended Rules, 2016. ## Bio medical waste generation rate per day = approx 1.5- 2.0 kg/day/bed Table 6: CATEGORIES OF BIO-MEDICAL WASTE Option Treatment & Disposal Waste Category Cat. No. 1 Incineration /deep burial Human Anatomical Waste (human tissues,

organs, body parts) Cat. No. 2 Incineration /deep burial Animal Waste Animal tissues, organs, Body

parts carcasses, bleeding parts, fluid, blood and experimental animals used in research, waste generated by veterinary hospitals / colleges, discharge from hospitals, animal houses)

Cat. No. 3 Local autoclaving/ micro waving/ incineration

Microbiology & Biotechnology waste (wastes from laboratory cultures, stocks or specimens of micro-organisms live or attenuated vaccines, human and animal cell culture used in research and infectious agents from research and industrial laboratories, wastes from production of biological, toxins, dishes and devices used for transfer of cultures)

Cat. No. 4 Disinfections (chemical treatment /autoclaving/micro waving and mutilation shredding

Waste Sharps (needles, syringes, scalpels blades, glass etc. that may cause puncture and cuts. This includes both used & unused sharps)

Cat. No. 5 Incineration / destruction & drugs disposal in secured landfills

Discarded Medicines and Cytotoxic drugs (wastes comprising of outdated, contaminated and discarded medicines)

Cat. No. 6 Incineration , autoclaving/micro waving

Solid Waste (Items contaminated with blood and body fluids including cotton, dressings, soiled plaster casts, line beddings, other material contaminated with blood)

Cat. No. 7 Disinfections by chemical treatment autoclaving/micro waving& mutilation shredding.

Solid Waste (waste generated from disposable items other than the waste sharps such as tubing, catheters, intravenous sets etc.)

Cat. No. 8 Disinfections by chemical treatment and discharge

Liquid Waste (waste generated from laboratory & washing, cleaning , house-



into drain keeping and disinfecting activities) Cat. No. 9 Disposal in municipal landfill Incineration Ash (ash from incineration of

any bio-medical waste) Cat. No. 10 Chemical treatment &

discharge into drain for liquid & secured landfill for solids

Chemical Waste (chemicals used in production of biological, chemicals, used in disinfect ion, as insecticides, etc)

Table 7: COLOR CODING & TYPE OF CONTAINER FOR DISPOSAL OF BIO-MEDICAL WASTE Colour Coding Type

of Containers Waste Category Treatment Options as per

Schedule 1 Yellow Plastic bag 1,2,3,6 Incineration/deep burial Red Disinfected

Container/ Plastic bag

3,6,7 Autoclaving/Micro waving/ Chemical Treatment

Blue/ White translucent

Plastic bag/puncture proof container

4,7 Autoclaving/Micro waving/ chemical treatment and destruction/shredding

Black Plastic bag 5,9,10 (Solid) Disposal in secured landfill

Figure 5: LABEL FOR BIO-MEDICAL WASTE CONTAINERS/BAGS

SEGREGATION, PACKING, TRANSPORTATION AND STORAGE

a. Bio-medical waste shall not be mixed with other wastes.

b. Bio-medical waste shall be segregated into containers/bags at the point of generation in accordance with Schedule II prior to its storage, transportation, treatment and disposal. The containers shall be labelled according to Schedule III.



c. If a container is transported from the premises where bio-medical waste is generated to any waste treatment facility outside the premises, the container shall, apart from the label prescribed in Schedule III, also carry information prescribed in Schedule IV.

d. Notwithstanding anything contained in the Motor Vehicle Act, 1988, or rules there under, untreated biomedical waste shall be transported only in such vehicles as may be authorized for the purpose by the competent authority as specified by the government.

e. No untreated bio-medical waste shall be kept/stored beyond a period of 48 hours: Provided that if for any reason it becomes necessary to store the waste beyond such period, the authorized person must take permission of the prescribed authority and take measures to ensure that the waste does not adversely affect human health and the environment.

LANDSCAPE AREA

Total landscape area measures 2, 36,660.164 m2 of the plot area. Evergreen tall and ornamental

trees and ornamental shrubs have been proposed to be planted inside the premises. Parks will also

be developed by the HUDA.

Table-8: Green Area Calculation

S. No. Particulars Area in m2

1. Required @30% (57.52 acres or 7,76,025.188 m2)

2. Proposed @30.5% (58.48 acres or 2,36,660.164 m2)

Plantation and landscaping

Selection of the plant species would be done on the basis of their adaptability to the existing

geographical conditions and the vegetation composition of the forest type of the region earlier

found or currently observed.

Tree Plantation Plan

The plantation matrix adopted for the tree plantation pit of 0.3 m × 0.3 m size with a spacing of 2

m x 2 m. In addition, earth filling and manure may also be required for the proper nutritional

balance and nourishment of the sapling. It is also recommended that the plantation has to be taken

up randomly and the landscaping aspects could be taken into consideration.



Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height)

will be the part of landscape development. In addition creepers will be planted along the boundary

wall to enhance its insulation capacity.

Selection of Plant Species for Tree Plantation

The selection of plant species for the development depends on various factors such as climate,

elevation and soil.

Table-9: Ornamental Shrubs for Plantation S. NO. NAME OF SPECIES (ORNAMENTAL SHRUBS)

Botanical Name Common Name

1 Delonix pulcherima Chhota Gulmohar

2 Plumeria alba Champa

3 Largerstroemia indica --

4 Chandni Chandni

5 Harsinghar --

6 Yellow duranta --

7 Hibiscus hirsuta --

8 Cassia biflora --

9 Nerium indicum Kaner

10 Cassia aungustifolia --

11 Cassia glauca --

Table-10: Trees for Plantation

S. NO. NAME OF SPECIES (TREES)

Botanical Name Common Name

1 Cassia fistula Amaltas

2 Delonix regia Gulmohar

3 Bauhinia purpurea kachnar

4 callistemon lanceolatum Bottle Brush



5 Anthocephalus cadamba Kadam

6 Polyalthia longifolia Ashok

7 Melia azadirachta Neem

8 Tamarindus indica Imli

9 Bassia latifolia Mahua

10 Saraca indica Ashoka

11 Dalbegia sissoo Shisham

12 Erythrina indica Pangri

13 Eugenia jambolana Syzygium cumini (Jamun)

14 Maduca latifolia Pilkhan

DETAIL OF CONSTRUCTION MATERIALS

Table 11: Building material will be used at site:

S. No. Building Material 1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Reinforcement steel 7. Pipe scaffolding (cup lock system) 8. Bricks 9. CLC fly ash blocks 10. Crazy (white marble) in grey cement 11. P.V.C. conduit 12. MDS, MCBs 13. PVC overhead water tanks 14. 2 1/2'’ thick red colour paver tiles 15. PPR (ISI marked) 16. PVC waste water lines 17. S.W. sewer line up to main sewer 18. PVC rain water down take 19. Stainless steel sink in kitchen 20. Joinery hardware- ISI marked



TABLE 12: PROPOSED MATERIALS FOR CONSTRUCTION & THEIR APPROX U VALUES

S. No Building Material Proposed with U & R Values

‘R’ Values (in Sq m. Deg C/

Watts )

‘U’ Values (in Watts/ Sq

m. Deg C)

Solar Heat Gain Factor

1.

WALL Brick wall (230 mm thick), both side thick sand cement plaster (12-18mm) with insulation

3.55 0.28 0.46

2.

ROOF 200 mm RCC slab with mud phuska& clay tiles with 75 mm insulation

1.25 0.80 0.32

LIST OF MACHINERY USED DURING CONSTRUCTION

Table 13: Machineries used at site during construction

S. No. Name of Machinery 1. Dumper 2. Concrete mixer with hopper 3. Excavator 4. Concrete Batching Plant 5. Cranes 6. Road roller 7. Bulldozer 8. RMC Plant 9. Hoist 10. Pile Boring Machines 11. Concrete pressure pumps 12. Mobile transit mixer



ENERGY CONSERVATION

Energy conservation program will be implemented through measures taken both on energy

demand and supply.

Energy conservation will be one of the main focuses during the complex planning and operation stages. The conservation efforts would consist of the following:

Architectural design

• Maximize the use of natural lighting through design. • The orientation of the buildings will be done in such a way that maximum daylight is

available. • The green areas will be spaced, so that a significant reduction in the temperature can

take place.

Energy Saving Practices

• Maximum utilization of solar light/ LED fixture will be done • Energy efficient lamps will be provided within the complex. • Constant monitoring of energy consumption and defining targets for energy

conservation. • Adjusting the settings and illumination levels to ensure minimum energy used for

desired comfort levels.

Behavioral Change on Consumption • Promoting resident awareness on energy conservation • Training staff on methods of energy conservation and to be vigilant to such

opportunities.

Supply Energy Conservation Demand

• Utilize energy-efficient diesel genetators • Exploring the possibilities of introducing

renewable energy

• Reduce consumption • Use energy efficient appliances • Create Guest Awareness



ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

For the effective and consistent functioning of the complex, an Environmental Management system

(EMS) would be established at the site. The EMS would include the following:

• An Environmental management cell

• Environmental Monitoring.

• Personnel Training.

• Regular Environmental audits and Correction measures

• Documentation – standards operation procedures, Environment Management Plan etc

ENVIRONMENTAL MANAGEMENT CELL

Apart from having an Environmental Management Plan, it is also proposed to have a permanent

organizational set up charged with the task of ensuring its effective implementation of mitigation

measures and to conduct environmental monitoring.

Hierarchical Structure of Environmental Management Cell:

Normal activities of the EMP cell would be supervised by a dedicated person who will report to the

site manager/coordinator of the residential plotted colony. The hierarchical structure of suggested

Environmental Management Cell is given in following Figure-7.

Figure-6: Environnent Management Cell Structure

Corporate Environmental

Division

Site Manager

Rep from Corporate

Planning group

Site Environmental Coordinator

Wastewater Treatment

Plant Operator

Landscape Development

Incharge



ENVIRONMENTAL MONITORING

The purpose of environmental monitoring is to evaluate the effectiveness of implementation of

Environmental Management Plan (EMP) by periodic monitoring. The important environmental

parameters within the impact area are selected so that any adverse affects are detected and time

action can be taken. The project proponent will monitor ambient air Quality, Ground Water Quality

and Quantity, and Soil Quality in accordance with an approved monitoring schedule.

Table- 14: Suggested Monitoring Program for proposed Residential plotted colony project

Monitoring frequency of monitoring

Air & Stack: • Ambient Air Quality at appropriate location for PM10,

PM2.5, SO2, NO2, HC • Stack emission for point sources PM, SO2, NO2, HC &CO

• Six monthly

• Six monthly

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,

MLSS, TKN & Phosphate.

• Six Monthly

• Daily till stabilization of STP • Weekly till one month then

annually

Noise: Day & Night level Noise Monitoring (Leqday, Leqnight) • Six Monthly

Soil: • Soil Monitoring, Qualitative and quantitative

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

• Six Monthly

Awareness and Training: Training and human resource development is an important link to

achieve sustainable operation of the facility and environment management. For successful

functioning of the project, relevant EMP would be communicated to:

Residents and Contractors: Residents must be made aware of the importance of waste

segregation and disposal, water and energy conservation. The awareness can be provided by

periodic Integrated Society meetings. They would be informed of their duties.



Environmental Audits and Corrective Action Plans: To assess whether the implemented EMP is

adequate, periodic environmental audits will be conducted by the project proponent’s

Environmental division. These audits will be followed by Correction Action Plan (CAP) to correct

various issues identified during the audits.

ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan (EMP) would consist of all mitigation measures for each

component of the environment due to the activities increased during the construction and

operational phase of the project and these are discussed in later subsections.

The EMP is generally

• Prepared in accordance with the rules and requirements of the MoEF and CPCB/ SPCB

• To ensure that the component of facilities are operated in accordance with the design

• A process that confirms proper operation through supervision and monitoring

• A system that addresses public complaints during construction and operation of the

facilities and

• A plan that ensures remedial measures is implemented immediately.

The key benefits of the EMP are that it offers means of managing its environmental performance

thereby allowing it to contribute to improved environmental quality. The other benefit includes

cost control and improved relations with the stakeholders.

EMP includes four major elements:

• Commitment & Policy: The management will strive to provide and implement the

Environmental Management Plan that incorporates all issues related to air, water, land and

noise.

• 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 & Evaluation: This includes monitoring, counteractive actions and record

keeping.

It is suggested that as part of the EMP, a monitoring committee would be formed by Haryana

Urban Development Authority comprising of the site in-charge/ coordinator, environmental group

representative and project implementation team representative. The committee’s role would be to

ensure proper operation and management of the EMP including the regulatory compliance.

The components of the environmental management plan, potential impacts arising, out of the

project and remediation measures are summarized below in Table-15.



Table-15: Summary of Potential Impacts and Remedial Measures

S. No.

Environmental components

Potential Impacts

Potential Source of Impact

Controls Through EMP & Design

Impact Evaluation Remedial Measures

1. Ground Water Quality

Ground Water Contamination

Construction Phase • Waste water

generated from temporary labor tents.

• No surface accumulation will be allowed.

No significant impact as majority of labors would be locally deployed

Operation Phase • Discharge from the

project

• Proponent will provide the STP to treat the discharge of Residential plotted colony.

No negative impact on ground water quality envisaged. Not significant.

2. Ground Water Quantity

Ground Water Depletion

Construction Phase • Use of ground

water for construction activity.

• STP treated water from HUDA will be used for construction

No significant impact on ground water quantity envisaged.

STP treated water from HUDA will be used

Operation Phase • The source of water

during operation phase is HUDA Supply.

• Rain water harvesting scheme. • Black and Grey water treatment and reuse. • Storm water collection for ground water recharge. • Awareness Campaign

No significant impact on surface/ground water quantity envisaged.

In an unlikely event of non-availability of water supply, water will be brought using tankers.



to reduce the water consumption

3. Surface Water Quality

Surface water contamination

Construction Phase • Surface runoff from

site during construction activity.

• Silt traps and other measures such as additional on site diversion ditches will be constructed to control surface run-off during site development

No off-site impact envisaged as no surface water receiving body is present in the core zone.

No surface water receiving body is present in the core zone. Though Silt traps and other measures such as additional on site diversion ditches will be constructed

Operation Phase • Discharge of

domestic wastewater to STP.

• Domestic water will be treated in STP

No off-site impact envisaged

Excess of water will be used for irrigation purposes outside the project site after proper treatment. CPCB standards for usage of treated waste water for irrigation purposes will be followed.

4. Air Quality Dust Emissions

Construction Phase • All heavy

construction activities

• Suitable control measures will be adopted for mitigating the PM2.5& PM10 level in the air as per air pollution control plan.

Not significant because dust generation will be temporary and will settle fast due to dust suppression

During construction phase the contractors are advised to facilitate masks for the labors. Water sprinklers will be



techniques. used for suppression of dust during construction phase.

Emissions of PM2.5 & PM10, SO2, NOx and CO

Construction Phase • Operation of

construction equipment and vehicles during site development.

• Running D.G. set (back up)

• Rapid on-site construction and improved maintenance of equipment

Not significant.

Regular monitoring of emissions and control measures will be taken to reduce the emission levels.

Operation Phase • Power generation

by DG Set during power failure

• Emission from

vehicular traffic in use

• Use of Bharat Stage-IV

diesel if available • Providing footpath and

pedestrian ways within the site for the residents • landscape

development with tree plantation will be developed with specific species to help to reduce PM2.5& PM10 level • Use of equipment

fitted with silencers • Proper maintenance

of equipment

Not significant. DG set would be used as power back-up (approx 6 hours) No significant increase in ambient air quality level is expected from the project’s activities. There are no sensitive receptors located within the vicinity of site.

• Use of Personal

Protective Equipment (PPE) like earmuffs and earplugs during construction activities.

• Stack height of DG set above the tallest building as per CPCB standards



5. Noise Environment

Operation Phase • Noise from

vehicular movement

• Noise from DG

sets operation

• Landscape development of silence zones to check the traffic movement • Provision of noise

shields near the heavy construction operations and acoustic enclosures for DG set.

• Construction activity will be limited to day time hours only • DG set will be equipped with acoustic enclosures

No significant impact due to prominent landscape

Acoustic DG Sets as per CPCB norms Landscape Development

6. Land Environment

Soil contamination

Construction Phase • Disposal of

construction debris

Construction debris will be collected and suitably used on site as per the solid waste management plan for construction phase

No significant impact. Impact will be local, as waste generated will be reused for filling of low lying areas etc.

Operation Phase

• Generation of municipal solid

• It is that the solid waste generated will

Since solid waste is handled by the



waste • Used oil generated

from D.G. set

be managed as per MSW Rules, 2000 and amended Rules, 2008. • Collection, Segregation, transportation and disposal will be done as per MSW Management Rules, 2000 by the authorized agency • Used oil generated will be sold to authorized recyclers

authorized agency, waste dumping is not going to be allowed. Not significant. Negligible impact.

7.

Biological Environment (Flora and Fauna)

Displacement of Flora and Fauna on site

Construction Phase • Site Development

during construction

• Important species of trees, if any, will be identified and marked and will be merged with landscape plan

The site has shrubs as vegetation

Operation Phase • Increase in green

covered area

• Suitable landscape

development with tree plantation will be developed as per landscaping plan in and around the site using local flora

Beneficial impact



8. Socio-Economic Environment

Population displacement and loss of income

Construction Phase • Construction

activities leading to relocation

Earmarked for Residential purpose as per Fatehabad Development 2031 Plan.

No negative impact

Operation Phase • Site operation

Project will provide employment opportunities to the local people in terms of labor during construction and service personnel (guards, securities, gardeners etc) during operations Providing quality-Integrated infrastructure.

Beneficial impact

9. Traffic Pattern Increase of vehicular traffic

Construction Phase • Heavy Vehicular

movement during construction

• Heavy Vehicular movement will be restricted to daytime only and adequate parking facility will be provided

No negative impact

Operation Phase

• Traffic due to residents once the

• Vehicular movement will be

No major significant impact as landscape



project is operational

regulated inside the project with adequate roads and parking lots in the colony.

development with tree plantation will be developed which will help in minimizing the impact on environment.



EMP FOR AIR ENVIRONMENT DURING CONSTRUCTION PHASE:

To mitigate the impacts of PM10 & PM2.5 during the construction phase of the project, the following

measures are recommended for implementation:

• A dust control plan

• Procedural changes to construction activities

Dust Control Plan

The most cost-effective dust suppressant is water because water is easily available on construction

site. Water can be applied using water trucks, handled sprayers and automatic sprinkler systems.

Furthermore, incoming loads could be covered to avoid loss of material in transport, especially if

material is transported off-site.

Procedural Changes to Construction Activities

Idle time reduction: Construction equipment is commonly left idle while the operators are on

break or waiting for the completion of another task. Emission from idle equipment tends to be high,

since catalytic converters cools down, thus reducing the efficiency of hydrocarbon and carbon

monoxide oxidation. Existing idle control technologies comprises of power saving mode, which

automatically off the engine at preset time and reduces emissions, without intervention from the

operators.

Improved Maintenance: Significant emission reductions can be achieved through regular

equipment maintenance. Contractors will be asked to provide maintenance records for their fleet as

part of the contract bid, and at regular intervals throughout the life of the contract. Incentive

provisions will be established to encourage contractors to comply with regular maintenance

requirements.

Reduction of On-Site Construction Time: Rapid on-site construction would reduce the duration

of traffic interference and therefore, will reduce emissions from traffic delay.

EMP FOR AIR ENVIRONMENT DURING OPERATION PHASE:

To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational phase

of the Colony, following measures are recommended for implementation:



• DG set emission control measures

• Vehicular emission controls and alternatives

• Landscape development

Diesel Generator Set Emission Control Measures

Adequate stack height will be maintained to disperse the air pollutants generated from the

operation of DG set to dilute the pollutants concentration within the immediate vicinity. Hence, no

additional emission control measures have been suggested.

Vehicle Emission Controls and Alternatives

During construction, vehicles will be properly maintained to reduce emission. As it is a residential

plotted colony along with group housing, vehicles will be generally having “PUC” certificate.

Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at the

site to encourage non-polluting methods of transportation.

Landscape Development

Tree plantation is one of the preferred methods to mitigate air and noise pollution. Plants serve as a

sink for pollutants, act as a barrier to break the wind speed as well as allow the dust and other

particulates to settle on the leaves. It also helps to reduce the noise level at large extent. Table given

in green area indicates various species of the trees that can be used to act as a barrier.

EMP FOR NOISE ENVIRONMENT DURING CONSTRUCTION PHASE:

To mitigate the impacts of noise from construction equipment during the construction phase on the

site, the following measures are recommended for implementation.

Time of Operation: Noisy construction equipment would not be allowed to use.

Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on

shift basis. Hearing protection such as earplugs/muffs will be provided to those working very close

to the noise generating machinery.

EMP FOR NOISE ENVIRONMENT DURING OPERATION PHASE:

To mitigate the impacts of noise from diesel generator set during operational phase, the following

measures are recommended:



• Adoption of Noise emission control technologies

• Landscape development

Noise Emission Control Technologies

It would be ensured that the manufacturer provides acoustic enclosure as an integral part along

with the diesel generators set. Further, enclosure of the services area with 4 m high wall will reduce

noise levels and ensure that noise is at a permissible limit for resident of the site and surrounding

receptors.

EMP FOR ECOLOGICAL ENVIRONMENT DURING CONSTRUCTION PHASE:

Construction activity changes the natural environment. But residential plotted colony also creates a

built environment for its inhabitants. The project requires the implementation of following choices

exclusively or in combination.

Restriction of construction activities to defined project areas, which are ecologically sensitive

Restrictions on location of temporary labor tents and offices for project staff near the project

area to avoid human induced secondary additional impacts on the flora and fauna species

Cutting, uprooting, coppicing of trees or small trees if present in and around the project site for

cooking, burning or heating purposes by the labors will be prohibited and suitable alternatives

for this purpose will be made

Along with the construction work, the peripheral landscape development with tree plantation

would be developed with suggested native plant species, as they will grow to a full-fledged

covered at the time of completion.

EMP FOR ECOLOGICAL ENVIRONMENT DURING OPERATION PHASE:

Improvement of the current ecology of the project site will entail the following measures:

Plantation and Landscaping

Landscape development with tree plantation

Park and Avenue Plantation

The section below summarizes the techniques to be applied to achieve the above objectives:



Plantation and landscaping

Selection of the plant species would be done on the basis of their adaptability to the existing

geographical conditions and the vegetation composition of the forest type of the region earlier

found or currently observed.

Tree plantation Plan

The plantation matrix adopted for the tree plantation includes pit of 0.3 m × 0.3 m size with a

spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the proper

nutritional balance and nourishment of the sapling. It is also recommended that the plantation has

to be taken up randomly and the landscaping aspects could be taken into consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height)

are for the landscape development with tree plantation. In addition creepers will be planted along

the boundary wall to enhance its insulation capacity.

Selection of Plant Species for Tree Plantation

The selection of plant species for the development depends on various factors such as climate,

elevation and soil. The plants would exhibit the following desirable characteristics in order to be

selected for plantation

1. The species should be fast growing and providing optimum penetrability

2. The species should be wind-firm and deep rooted

3. The species should form a dense canopy

4. As far as possible, the species should be indigenous and locally available

5. Species tolerance to air pollutants like SO2 and NOx should be preferred

6. The species should be permeable to help create air turbulence and mixing within the belt

7. There should be no large gaps for the air to spill through

8. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces

9. Ability to withstand conditions like inundation and drought

10. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)

11. Attractive appearance with good flowering and fruit bearing

12. Bird and insect attracting tree species



13. Sustainable green cover with minimal maintenance.

Parks and Avenue Plantation

Parks and gardens maintained for recreational and ornamental purposes will not only improve

the quality of existing ecology at the project site but also will improve the aesthetic value.

Avenue Plantation

1. Trees with colonial canopy with attractive flowering

2. Trees with branching at 7 feet and above

3. Trees with medium spreading branches to avoid obstruction to the traffic

4. Fruit trees to be avoided because children may obstruct traffic and general movement of

public.

EMP FOR SOCIO-ECONOMIC ENVIRONMENT:

The social management plan has been designed to take proactive steps and adopt best practices,

which are sensitive to the socio-cultural setting of the region. The Social Management Plan

residential plotted colony project focuses on the following components:

Income Generation Opportunity during Construction and Operation Phase

The project would provide employment opportunity during construction and operation phase.

There would also be a wide economic impact in terms of generating opportunities for

secondary occupation within and around the complex. The main principles considered for

employment and income generation opportunities are out lined below:

• Employment strategy will provide for preferential employment of local people

• Conditions of employment would address issues like minimum wages and medical care for

the workers. Contractors would be required to abide to employment priority towards locals

and abide by the labor laws regarding standards on employee terms and conditions.

Improved Working Environment for Employees

The project would provide safe and improved working conditions for the workers employed at

the facility during construction and operation phase. With the ambience and facilities provided,



the complex will provide a new experience in living and recreations. Following measures would

be taken to improve the working environment of the area:

• Less use of chemicals and biological agents with hazard potential

• Developing a proper interface between the work and the human resource through a system

of skill improvement

• Provision of facilities for nature care and recreation e.g. indoor games facilities

• Measures to reduce the incidence of work related injuries, fatalities and diseases

• Maintenance and beautifications of the complex and the surrounding road

:. ~

:. ~

l . . ~

.. I

:--; s.:

; ,. . :~ '

: ~

'!.~; ·'' :,;:• :<f<

' ,,

' :-1;

·'

:

•" ,: ;

.,.{

·jt : ;

'• (

l

"

I i

Referente No. - QO/NAtW:f/f.N\1/ AC0/~:6/f>S/154 Darte = May 161 201ti Name o.·f orgiiliniz.ati-on1: M/s Vardan £nvlronet

21

1'5

24

7

.8.

. . it ' 36

10

11

12

Sylllthetk o~~k chemicals. indu.$tly (d~ & <ty.e · · lntt'!ffllWia.~~ bulk dr~ attd! lnt~di:tt<!S ~I lid ln.tt (;l'l'l;g

formuratlons; syr~tb~tic r ubbers; basic organic chemlica1~ A other synthettc Of.£8R1e meml\ta1s and Cnemkal

· . lntermed!atEs)

Pu1p & paper lndustry excluding marmfacturfng o.fpaper frtHn , wastepaper and manufacture of paper from rti!&:dy p:ulp : A : without bleadti~

HfghwavsJ Ral1ways, tr:anspert tertril'na1s~ mas:s. ra,pfd . 8

. tfan~()rt stem, .

Common murddpal soOd waste m<a~Mgement facitltv B. CCM$-WMF)

. Building artd Ia~ CClnSI!ritetlon pro}ed$ fnelu~Jns sitoppif1B s mans~ mu1tiplexes,. CtJ~mmerdal eo:m:pl'~s, hotJ$Irtg estates; hos.pita!f.S,, insttrutlons

Tovm.sfilrps and .Area deveropment ProJ,ect.s:

80

QCI/NABET /EIA/ AC0/16/11/0206 Vardan Environet D-142, Ground Floor, Sushant Lok-111, Golf Course Ext. Road Sec-57, Gurgaon -122001, Haryana {Kind Attention: Mr. R.S Yadav)

Nationai Accredi·tation Board ·for Educat ion and Training

{Member of Pacific Accreditation Cooperation)

15 November, 2016

Sub: Validity of Accreditation as EIA Consultant organisation- Vardan Environet, Gurgaon.

Dear Sir,

This has reference to the validity of accreditation of your organisation under QCI-NABET EIA Scheme.

As you are aware, the process of re-accreditation of M/s Vardan Environet, Gurgaon has already been

initiated after submission of application on July 20, 2016. While Lhl;! re-accreditation application is

under process, the accreditation to Vardan Environet, Gurgaon is hereby extended by 6 months till

May 07, 2017 or the re·accreditation date whichever is earlier.

The above extension is subject to the submission of required information documents related to re

accreditation to NABET on time.

You are requested, not to use this letter after expiry of the above stated date.

Institute of Town Planners India , 6'h Floor, 4-A, Ring Road, I P Estate, New Delhi-I I 0 002, India

Telefax: +91-11 -233 23 416 , 417, 418, 419, 420 Fax: +91 -11 - 233 23 415, Website: www.qcin.org

81

82

Aman

Typewritten Text

Aman

Typewritten Text

03/01/2017

Aman

Typewritten Text

"RJrc;rr ~ £j I Ci"Fi I Cf) I''!.

Lf)di:\1611~ I

¢14¢1~ ~I ~~rfO II, ~I

. .... ~ 5"" .;:~ a ·?!J ·---I' J:'Y J , 0 . · (.c · .·.1. · · · •• .••. .,

& I <'1 Date ... ... ·. · · · · · .-:-:-: .?.f .~;f~ }''rDA D ivn . No . li H1S/\R

\~., ~ tBlil¢ ~to I ~o~omo(tp) ~'"11¢ Jt-1 ~8' -- I ~ ~r;: ' ~/<fi'"liilH '<'IR ~-4. 'Pilill<ll<: I

m:- ~ ~~llfl¢ 1 ~ (tl'othofcl1T)I q'=i:l¢"'c>11 ~ lf?f ~ 10529 ~'"11¢ 26.06.2014 ~ ~~ +f I

~ i5 Cj I c>11tTR lf?f ~ ~1-f +f ~ fcpm \J!Tc1T t 1¢ ~ ~ ~ lll{i Cf) I

~r (tl'o-cfiofct<r)l q'=i:JCf)"'cYJI &m Fc1tJ£JCf) ~-me -~ ~-4~ Lf)di:\1(,]1~ ~ x=mm m .tt.-cfi. (~) 159/2013 ~'li¢ 09.04.2013 cnr ~'jlil~'l ~ ~~llf!Cf) l ~ (tto-cfiofcl11)1 q\:1 ¢"' c>11 m ~ 1B1 ~ ~ff FcPm \JfT ~ t fti xi¢ 1 ~

~ ~ -gt ~ FcPm \JfT ~ t 1 ~~ ~-me ~ LR ~ ... e~CJ \51£14·..-~l'i l1TC1f 'Cf)'{ 1-TvrcT ~ ~T '@' FcP ~ q)f x:fll"!ICf)'i Auto cad x=r Cf)~CJICf)~

1:10 Cffr ~ x=r ~ Cf) I£! fc>1 £! cnT Wu fii \i1 CJ I~ cBT ~-Q,Tf . ~ c=rrfcn x:fllil Cf) 'i "C(>fR

~ ({57{ ~'jtj)~'i ~ fii\JICJ/41 \JlT % ~j\3qi{JCfci I ~{l:fAV\t

... . --:'-··-·

- ' ~ m<:flr:-::1\il-n'i 1'-'=Cf)"r.'TI ~.

Lf) 21 i5161R i

~ >rfc'r Pl9 ~ Rs1 d cnT ~ci ~ 311cmrcP Cf) l<fCJ I c;"l ~ ~i t :-1. ~ \HII'!i¢1 ~ (tl'o-cfiofc11T)I q'=i:JCf)"'cYJII 2. ~~llfl¢1 ~ f%x:rR I 3. ~ ~ £1'1\il'll¢1~~ ~ qRliu\5c>1 f%x:rR 1

4. 31t-Tte-TCP ~~ ~ f6x:rR 5. \3 q Ji 0\5 c>1 ~~ ~ "'\jmq JO!rrnor:::r;g-::-TciJ 1 Lf) fl i:\1611 ~ I I

"RJrc;rr ~ <:Jl \il'l I Cf) I \(I

Lf)di:;lf,JI~ I

(\~\5 ,.--~ 1 C1 l L 1 ( \ ~- -n,>\"t\

83

>1~11{/CJ?,

~. f6fm"l

~ ~~llflCJ?,

~. Y"tlCJ?~C'll (t/o -cfro fcf<T) 1

~ ~:- Admn-HUDA (H)-A-112013/ . . .p,_.;..,_ . I~~~~· . . .

. -IXEN Acquisition of land for HUDA Water A Works in sector-6, Urban Y Estate, Fatehabad. · ·. . .

\3Y'<lCfC1 ~ LJ~ ~ '1'R <1~1\Jl'iiCJ?I''<. f6fiR ~ >ll"<1 ~H'dJq'iJ ~ 3PJffR f0:ricp

o?.os.2o13 em ~ 3l''Clfm ~ st ~ MaTOT ~ aRT fu<l 1']'() ~ 3PJffR R!51<1~~

liCJ?T'i ~ -;:fo 16 Cf 21 em ~ ~~'dlq"ll ~ ~ ~ '[q" fGffiT '1'R lll\Jl'iiCJ?I'i, Lfl~!51~W'\ ~·

CJ?I<01fc>1<01 aRT 1N'dlq"ll ~ ~ %I fcltl<:fCJ?· ~«11fclt1 ~-6, Yl~!51tslli'\ em ~ fcrCJ?m Cffi'i' 2031

to l{)8!51ts~/Ci ~ -.=to ~o ito tfto (F)115/2009 ~ 10. 12.2009/25.04 . ~'013 tR cr 'flVRT

tC'1"R ~-6 ~ -.=to ~o t/o tfto (F) 160/2013 f0:ricp 29.04.2013 tR ~ ~ ~ ~ fcP<rr

l"f<:fT % fGHTC/'iT ~r <'l''l''l-J<f 1 58 ~ c:-mm l"f<:fT % I

<:ffii ~ ~ 31cf1Td" ~ \JlRIT {fcn mWf fci-CJ?I'fi ~1r1 2031 ~~ ~'hrrc;r!Ci" 3T~ wmftr-c-r -...ffiT s3TI % >l'«llq"'J vTI ~ cftt ~ % <:ffi \3Y'<lCfC1 ~ fcrCJ?m Cffi'i' ~TR %I .

3Rf: ~ ~ "l!l\J1"11CJ?I'i, ~ 'fi ~ ~i\JRT Cffi'i' cftt c-fR ~ ~ frrc!m:r

Cffi'i' 2031 to ctl ~ >lid 1:[Ci ~ ~ 1 'fr 21 ClCJ? ·cpr ~ :x'fc cr ~ l{)lcl~llfl'<i 3TTLJcnT

~ ~ CJ?JlfqJgJ ~ ~ cftt ~ %1

<:ffi lf?f >~~ll'<iCJ? ~ cftt ~ ~ ~ ~ ~ ~ '\J1T m p% 1

ai~~· ; pet s:l~liflCJ?,

~.~. 1.

.. .. . '.

.. ·- . -.. ...

~t6iCJ?'i ~ -;:fo:- Admn-HUDA (H)-A-112013/ I A-'--1~)-~ ;;;76 -4 -rf?J

1. ~ ~ £ll\J1"11CJ?'i, mm em ~ ~ '* lf?f w-s=ticn 4466 ~ 20.09.2013 m ~~I , . . .

2. ~ ~. ~. 1%"ffR1 . .. 3. fu"C'1T ~ lll\Jl'iiCJ?I'i, Lfl~!51i:lli'\ I

[~14CJ?J{j ~. ~. 11UW' -;:to 2, ~ 1

274(/

84

LIST OF APPLICABLE INDIAN STANDARDS FOR ELECTRIFICATION WORK

S.No. STANDARDS TITLE

(1) IS:732 - 1989 Code of practice for electrical wiring installations.

(2) IS: 4648 - 1968 Guide for electrical layout in residential buildings.

(3) IS:8061 - 1976 Code of practice for design, installation and maintenanceof service lines upto and including 650V

(4) IS: 8884 - 1978 Code of practice for installation of electric bells and callsystem.

(5) IS: 5578 - 1985 Guide for marking of insulated conductor.

(6) IS: 11353- 1985 Guide for uniform system of marking and identification ofconductors and apparatus terminals.

(7) IS: 5728 - 1970 Guide for short-circuit calculations.

(8) IS: 7752(Part-1)-1975 Guide for improvement of power factor in consumerinstallation: Low and medium supply voltages.

(9) IS: 3646(Part-1)-1966 Code of practice for interior illumination: Principles forgood lighting and aspects of design.

(10) IS: 3646(Part-2)-1966 Code of practice for interior illumination: Schedule ofillumination and glare index.

(11) IS: 2672 - 1966 Code of practice for library lighting.

(12) IS:10118(Part-1)-1982 Code of practice for selection, installation andmaintenance of switchgear and control gear : General.

(13) IS: 10118(Part-2)-1982 Code of practice for selection, installation andmaintenance of switchgear and control gear.

(14) IS: 10118(Part-3)-1982 Code of practice for selection, installation andmaintenance of switchgear and control gear: Installation.

(15) IS: 10118(Part-4)-1982 Code of practice for selection, installation andmaintenance of switchgear and control gear: Maintenance.

85

(16) IS : 2309 - 1989 Code of practice for the protection and allied structuresagainst lightning.

(17) IS: 3043 - 1987 Code of practice for earthing.

(18) IS: 5216(Part-1)-1982 Guide for safety procedures and practices in electricalwork: General.

(19) IS:4237 - 1983 General requirements for switchgear and control gear forvoltages not exceeding 1000 V AC or 1200 V DC

(20) IS: 6875(Part-1)-1973 Control switches (switching devices for control andauxiliary circuits including contractor relays) for voltagesupto and including 1000 V AC and 1200 DC : Generalrequirements and tests.

(21) IS:4064(Part-1)-1978 Air break switches, air break dis-connectors, air-breakswitch disconnectors and fuse-combination units forvoltages not exceeding 1000 V AC or 1200 DC : Generalrequirements.

(22) IS: 8828 - 1978 Miniature air break circuit breakers for voltages notexceeding 1000 volt.

(23) IS:13032 - 1991 Miniature circuit breaker boards for voltages upto andincluding 1000 volts AC.

(24) IS:12640 - 1988 Residua current operated circuit breakers.

(25) IS:2959 - 1985 Contactors for voltages not exceeding 1000 V AC or 1200V DC.

(26) IS:8623(Part-1)-1977 Factory built assemblies of switchgear and control gear forvoltages upto and including 1000 V AC and 1200 V DC:General requirements.

(27) IS:8623(Part-2)-1980 Factory assemblies of switchgear and control gear forvoltages upto and including 1000 V AC and 1200 V DC :Particular requirements for busbar trunking system(busways).

(28) IS:694 - 1990 PVC Insulated cables for working voltages upto andincluding 1100 V.

86

(29) IS:1554(Part-1)-1988 PVC insulated (heavy duty) electric cables :For workingvoltages upto and including 1100 V.

(30) IS:3961 (Part-5)-1968 Recommended current ratings for cables: PVC insulatedlight duty cables.

(31) IS:9537(Part-1)-1980 Conduits for electrical installations :General requirements.

(32) IS:9537(Part-2)-1981 Conduits for electrical installations Rigid steel conduits.

(33) IS:3480 - 1966 Flexible steel conduits for electrical wiring.

(34) IS:2667 - 1988 Fittings for rigid steel conduits for electrical wiring.

(35) IS:3837 - 1976 Accessories for rigid steel conduits for electrical wiring.

(36) IS: 5133(Part-1)-1969 Boxes for enclosure of electrical accessories :Steel and castiron boxes.

(37) IS: 371 - 1979 Ceiling roses.

(38) IS: 3854 - 1988 Switches for domestic and similar purposes.

(39) IS: 4615 - 1968 Switch socket outlets (non-interlocking type).

(40) IS: 4160 - 1967 Interlocking switch socket outlet.

(41) IS:1293 - 1988 Plugs and socket outlets of rated voltage upto andincluding 250 volts and rated current upto and including16 amperes.

87

ELECTRICAL SAFETY MEASURES

Lightning Protection to be done as per the IS Codes applicable. Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC shall be

complied. The following safety measurement are considered Earth resistivity test shall be carried out in accordance with IS Code of Practice for

earthing IS 3043 Specifications in respect of conductor material, their installation & jointing and

providing earth electrode shall be as stipulated in “EARTHING” sections of TechnicalSpecifications of this tender document.

The lightning protection system shall use either copper or GI as stipulated in Bill ofquantities as conducting material throughout. Galvanizing shall conform class – IV of IS4736 : 1986. Longest possible unbroken lengths of conductors shall be used to eliminateor at least minimize mid run jointing.

No work shall be undertaken on live installations, or on installations which could be

energized unless one another person is present to immediately isolate the electric supply

in case of any accident and to render first aid, if necessary.

88

CONSTRUCTION PROCESS

Design team

In the modern industrialized world, construction usually involves the translation of designs into reality. A formal design team may be assembled to plan the physical proceedings, and to integrate those proceedings with the other parts. The design usually consists of drawings and specifications, usually prepared by a design team including surveyors, civil engineers, cost engineers (or quantity surveyors), mechanical engineers, electrical engineers, structural engineers, fire protection engineers, planning consultants, architectural consultants, and archaeological consultants. The design team is most commonly employed by (i.e. in contract with) the property owner. Under this system, once the design is completed by the design team, a number of construction companies or construction management companies may then be asked to make a bid for the work, either based directly on the design, or on the basis of drawings and a bill of quantities provided by a quantity surveyor. Following evaluation of bids, the owner will typically award a contract to the most cost efficient bidder.

The modern trend in design is toward integration of previously separated specialties, especially among large firms. In the past, architects, interior designers, engineers, developers, construction managers, and general contractors were more likely to be entirely separate companies, even in the larger firms. Presently, a firm that is nominally an "architecture" or "construction management" firm may have experts from all related fields as employees, or to have an associated company that provides each necessary skill. Thus, each such firm may offer itself as "one-stop shopping" for a construction project, from beginning to end. This is designated as a "design Build" contract where the contractor is given a performance specification and must undertake the project from design to construction, while adhering to the performance specifications.

Several project structures can assist the owner in this integration, including design-build, partnering and construction management. In general, each of these project structures allows the owner to integrate the services of architects, interior designers, engineers and constructors throughout design and construction. In response, many companies are growing beyond traditional offerings of design or construction services alone and are placing more emphasis on establishing relationships with other necessary participants through the design-build process.

The increasing complexity of construction projects creates the need for design professionals trained in all phases of the project's life-cycle and develop an appreciation of the building as an advanced technological system requiring close integration of many sub-systems and their individual components, including sustainability. Building engineering is an emerging discipline that attempts to meet this new challenge.

Financial advisors

Construction projects can suffer from preventable financial problems. Underbids ask for too little money to complete the project. Cash flow problems exist when the present amount of funding cannot cover the current costs for labour and materials, and because they are a matter of having sufficient funds at a specific time, can arise even when the overall total is enough. Fraud is a problem in many fields, but is notoriously prevalent in the construction field. Financial planning for the project is intended to ensure that a solid plan with adequate safeguards and contingency plans are in place before the project is started and is required to ensure that the plan is properly executed over the life of the project.

89

http://en.wikipedia.org/wiki/Drawing

http://en.wikipedia.org/wiki/Specification_(technical_standard)

http://en.wikipedia.org/wiki/Surveying

http://en.wikipedia.org/wiki/Civil_engineer

http://en.wikipedia.org/wiki/Quantity_surveyor

http://en.wikipedia.org/wiki/Mechanical_engineers



http://en.wikipedia.org/wiki/Electrical_engineers

http://en.wikipedia.org/wiki/Structural_engineer

http://en.wikipedia.org/wiki/Fire_protection_engineer

http://en.wikipedia.org/wiki/Consultant

http://en.wikipedia.org/wiki/Bill_of_quantities

http://en.wikipedia.org/wiki/Quantity_surveyor

http://en.wikipedia.org/wiki/Building_engineering

http://en.wikipedia.org/wiki/Cash_flow

http://en.wikipedia.org/wiki/Fraud

Mortgage bankers, accountants, and cost engineers are likely participants in creating an overall plan for the financial management of the building construction project. The presence of the mortgage banker is highly likely, even in relatively small projects since the owner's equity in the property is the most obvious source of funding for a building project. Accountants act to study the expected monetary flow over the life of the project and to monitor the payouts throughout the process. Cost engineers and estimators apply expertise to relate the work and materials involved to a proper valuation. Cost overruns with government projects have occurred when the contractor was able to identify change orders or changes in the project resulting in large increases in cost, which are not subject to competition by other firm as they have already been eliminated from consideration after the initial bid.

Large projects can involve highly complex financial plans and often start with a conceptual estimate performed by a building estimator. As portions of a project are completed, they may be sold, supplanting one lender or owner for another, while the logistical requirements of having the right trades and materials available for each stage of the building construction project carries forward. In many English-speaking countries, but not the United States, projects typically use quantity surveyors.

Legal aspects

A construction project must fit into the legal framework governing the property. These include governmental regulations on the use of property, and obligations that are created in the process of construction.

The project must adhere to zoning and building code requirements. Constructing a project that fails to adhere to codes will not benefit the owner. Some legal requirements come from considerations, or the desire to prevent things that are indisputably bad – bridge collapses or explosions. Other legal requirements come from considerations, or things that are a matter of custom or expectation, such as isolating businesses to a business district and residences to a residential district. An attorney may seek changes or exemptions in the law governing the land where the building will be built, either by arguing that a rule is inapplicable (the bridge design will not collapse), or that the custom is no longer needed (acceptance of live-work spaces has grown in the community).

A construction project is a complex net of contracts and other legal obligations, each of which must be carefully considered. A contract is the exchange of a set of obligations between two or more parties, but it is not so simple a matter as trying to get the other side to agree to as much as possible in exchange for as little as possible. The time element in construction means that a delay costs money, and in cases of bottlenecks, the delay can be extremely expensive. Thus, the contracts must be designed to ensure that each side is capable of performing the obligations set out. Contracts that set out clear expectations and clear paths to accomplishing those expectations are far more likely to result in the project flowing smoothly, whereas poorly drafted contracts lead to confusion and collapse.

Legal advisors in the beginning of a construction project seek to identify ambiguities and other potential sources of trouble in the contract structure, and to present options for preventing problems. Throughout the process of the project, they work to avoid and resolve conflicts that arise. In each case, the lawyer facilitates an exchange of obligations that matches the reality of the project.

Interaction of expertise

Design, finance, and legal aspects overlap and interrelate. The design must be not only structurally sound and appropriate for the use and location, but must also be financially possible to build, and legal to use. The

90

http://en.wikipedia.org/wiki/Mortgage_bank

http://en.wikipedia.org/wiki/Accountant

http://en.wikipedia.org/wiki/Cost_engineering

http://en.wikipedia.org/wiki/Estimators

http://en.wikipedia.org/wiki/Building_estimator

http://en.wikipedia.org/wiki/Zoning

http://en.wikipedia.org/wiki/Building_code

http://en.wikipedia.org/wiki/Contract

financial structure must accommodate the need for building the design provided, and must pay amounts that are legally owed. The legal structure must integrate the design into the surrounding legal framework, and enforce the financial consequences of the construction process.

Procurement

Procurement describes the merging of activities undertaken by the client to obtain a building. There are many different methods of construction procurement; however the three most common types of procurement are:

1. Traditional (Design-bid-build) 2. Design and build 3. Management contracting

There is also a growing number of new forms of procurement that involve relationship contracting where the emphasis is on a co-operative relationship between the principal and contractor and other stakeholders within a construction project. New forms include partnering such as Public-Private Partnering (PPPs) aka private finance initiatives (PFIs) and alliances such as "pure" or "project" alliances and "impure" or "strategic" alliances. The focus on co-operation is to ameliorate the many problems that arise from the often highly competitive and adversarial practices within the construction industry.

Traditional

This is the most common method of construction procurement and is well established and recognized. In this arrangement, the architect or engineer acts as the project coordinator. His or her role is to design the works, prepare the specifications and produce construction drawings, administer the contract, tender the works, and manage the works from inception to completion. There are direct contractual links between the architect's client and the main contractor. Any subcontractor will have a direct contractual relationship with the main contractor.

Design and build

This approach has become more common in recent years and involves the client contracting a single entity to both provide a design and to build that design. In some cases, the Design and Build (D & B) package can also include finding the site, arranging funding and applying for all necessary statutory consents.

The owner produces a list of requirements for a project, giving an overall view of the project's goals. Several D&B contractors present different ideas about how to accomplish these goals. The owner selects the ideas he or she likes best and hires the appropriate contractor. Often, it is not just one contractor, but a consortium of several contractors working together. Once a contractor (or consortium/consortia) has been hired, they begin building the first phase of the project. As they build phase 1, they design phase 2. This is in contrast to a design-bid-build contract, where the project is completely designed by the owner, then bid on, then completed.

Management procurement systems

In this arrangement the client plays an active role in the procurement system by entering into separate contracts with the designer (architect or engineer), the construction manager, and individual trade contractors. The client takes on the contractual role, while the construction or project manager provides the

91

http://en.wikipedia.org/wiki/Private_finance_initiative

http://en.wikipedia.org/wiki/Engineer

http://en.wikipedia.org/wiki/Request_for_tender

http://en.wikipedia.org/wiki/Engineer

http://en.wikipedia.org/wiki/Construction_manager

http://en.wikipedia.org/wiki/Tradesman



active role of managing the separate trade contracts, and ensuring that they all work smoothly and effectively together.

Management procurement systems are often used to speed up the procurement processes, allow the client greater flexibility in design variation throughout the contract, the ability to appoint individual work contractors, separate contractual responsibility on each individual throughout the contract, and to provide greater client control.

Authority having jurisdiction

In construction, the authority having jurisdiction (AHJ) is the governmental agency or sub-agency which regulates the construction process. In most cases, this is the municipality in which the building is located. However, construction performed for supra-municipal authorities are usually regulated directly by the owning authority, which becomes the AHJ.

Before the foundation can be dug, contractors are typically required to verify and have existing utility lines marked, either by the utilities themselves or through a company specializing in such services. This lessens the likelihood of damage to the existing electrical, water, sewage, phone, and cable facilities, which could cause outages and potentially hazardous situations. During the construction of a building, the municipal building inspector inspects the building periodically to ensure that the construction adheres to the approved plans and the local building code. Once construction is complete and a final inspection has been passed, an occupancy permit may be issued.

An operating building must remain in compliance with the fire code. The fire code is enforced by the local fire department.

Changes made to a building that affect safety, including its use, expansion, structural integrity, and fire protection items, usually require approval of the AHJ for review concerning the building code.

List of Machinery & Main power required

Manpower – The peak work force requirement for the project will be about 500 nos. workers which will be hired locally. Temporary shelters at the site will be provided during the construction period. One project manager would be engaged with a team of skilled professional to look after the project.

Project Manager

Site engineers Supervisor (10 Nos)

Contractors Labours (300 Nos during peak construction)

(5 Nos.)

92

http://en.wikipedia.org/wiki/Municipality

http://en.wikipedia.org/wiki/Building_code

http://en.wikipedia.org/wiki/Occupancy

http://en.wikipedia.org/wiki/Fire_code

http://en.wikipedia.org/wiki/Fire_protection



List of Machinery used in Construction Phase

1. JCB 2. Tracks 3. Batching Plant 4. Concrete Bucket 5. Cement Silo 6. Builders Hoist 7. Wheel Barrow 8. Tower Crane

List of Equipment used in assessment of Air Pollution/Vibration/Noise on site

1. Respirable Dust Sampler 2. Noise Level Meter 3. Vibration Analyzer

93

HEALTH, SAFETY & OCCUPATION MEASURES

1. Measures shall be taken to identify the Electrical Environment Impacts (hazards) arising during the land preparation for use, building construction operation, and the entire cycle activities of the project and proper mitigation measures shall be adopted. All the standards, codes or legal requirements required to be adopted during the installation of electrical equipments,

2. All Fire and Explosion Hazards in the entire cycle activities of the project and all possible sources of fire hazards and fire mitigation measures shall be noted. All the standards, codes & legal requirements of line diagram for fire protection systems shall be fulfilled.

3. Environment Management Plan shall be prepared with Emergency Procedures (Emergency Plan) to deal with localized fire and electrical hazards and hazards due to natural calamities at the entire cycle of the activities of the project.

4. Provision of Health and Welfare Facilities has to be provided to the labour to be engaged in land preparation and building construction at the entire cycle activities of the project such as:

a. Provision of drinking water from an approved source. b. Provision of latrines and urinals and accommodation as per the rules and their drainage and

disposal treatment. Layout diagram of sewer system (drains, septic tanks, overhead water tanks and drainage gases ducting systems.

c. Provision of medical and first aid treatment. d. Facilities for sitting, shelters, rest rooms and lunch rooms, crèches, canteen etc. e. Provision of Daily working hours, day shifts, night shifts.

5. Provision of mitigation measures regarding the Health and Safety has to be made to the workers employed or proposed to be employed in the entire cycle activities of the project (land preparation, construction & operation).

a. Noise, vibrations, generated by lifting appliances, gears, earthmovers and transport. b. Fencing of moving parts of the transmission machinery. c. Restriction of lifting and excessive weight material. d. Framing of Health and Safety Policy, On Site Emergency Plan. e. Dangerous and harmful environment impact in the confined places (Excavation and underground

work). f. Eyes and head protection. g. Dust, gases, fumes, corrosive substances, toxic gases and chemicals. h. Chemical safety date sheet of diesel solvent and paints. i. Vehicular traffic. j. Illumination of passages, ways, stairs, roads excavation and basement work. k. Means of communications, signals, warning, signboards and barricades at the construction site,

demolition site, excavation and basement work.

6. Restrictions imposed and safe means adopted at height, demolition, excavation and basement work (Work on steep roof, installation of roofing brackets cads etc. crawling boards, ladders, and step ladders, scaffolds, catch platform hoarding, safety belts and nets).

94

CODES OF EARTHQUAKE

Following Codes and Standards specify for earthquake resistance building:

1. IS 1893:1984 Criteria for Earthquake Resistant Design of Structures

2. IS 1893(Part 1):2002 `Criteria for Earthquake Resistant Design of Structures: Part 1General provisions and Buildings

3. IS 1893(Part 4):2005 `Criteria for Earthquake Resistant Design of Structures: Part 4Industrial Structures Including Stack Like Structures

4. IS 4326:1993 Earthquake Resistant Design and Construction of Buildings - Code ofPractice

5. IS 13827:1993 Improving Earthquake Resistance of Earthen Buildings – Guidelines

6. IS 13828:1993 Improving Earthquake Resistance of Low Strength Masonry Buildings– Guidelines

7. IS 13920:1993 Ductile Detailing of Reinforced Concrete Structures Subjected toSeismic Forces – Code of Practice

8. IS 13935:1993 Repair and Seismic Strengthening of Buildings – Guidelines

9. IS 6922:1973 Criteria for Safety and Design of Structures Subject to UndergroundBlasts

10. IS 4991:1968 Criteria for Blast Resistant Design of Structures for Explosions AboveGround

11. IS 4967:1968 Recommendations for Seismic Instrumentation for River ValleyProjects

These standards endeavour to provide a guideline in designing and repairing of buildingsunder seismic forces.

95

MITIGATION MEASURES TO CONTROL THE GREEN HOUSE EFFECT, RADIATION EFFECT, OZONEDEPLETION EFFECT AND RADIATION EFFECT

Mitigation Measures to control the Green House Effect, Acid Rain Effects, Ozone depletionEffects & Radiation Effects are as follows:

Impacts Mitigation Measures(During Construction)

Mitigation Measures(During Operation)

Green HouseEffectAcid Rain EffectsOzone depletionEffectsRadiation Effects

Low sulphur diesel will be used for DGsets, fuel efficient machinery andequipments shall be used, efforts wouldbe made to minimize metal cutting andwelding at site by procuring finisheditems from factories, black top roadswould be minimized and efforts wouldbe made to use factory manufacturedproducts for roads/ pavements.

Efforts would be made to minimize thesewage conveyance time in the sewerlines. Landfill/ swamps/ wetland/ waterponds shall not be provided.

The water bodies would be maintainedand the water regularly cleaned/ re-circulated.

Planned plantation, thereby specificallyproviding plantation which cancontribute the carbon sink action wouldbe done.

Maintenance of vehicles engines andmachineries.

Proper protective measures shall betaken to avoid adverse human effects inthe complex.

Plants in more number and bigfoliage of trees around thecomplex boundary as well at thepedestrian and driveway.Sulphur free diesel/petrol shall beused to run the vehicles to avoidair emissions as far as possible.

Turn off computers, lights & otherelectronic equipments when not inuse.

To prevent acid rain, DG sets shallbe provided scrubber to reduce airemissions, if necessary.

PVC free products such as flooring,wall covering etc. shall be used toavoid Ozone depletion.

Use of CFLs and other energyconservation measures shall betakenHigh energy efficiency equipmentsshall be used and max. use ofrenewable energy.

CFC free/ low CFCs ACs and Fridgeshall be used.

Regular environmental monitoringshall be done of the site.

Mobile Towers will not be allow toget installed at this complex tocontrol radiation effects

96

RISK ASSESSMENT PLAN DURING CONSTRUCTION & OPERATION

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 quantitativevalue of risk related a situation or hazard.

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

1. HAZARD IDENTIFICATION

There may be following types of hazards:1.1 Natural hazard:

EarthquakeFlooding

1.2 Manmade hazard:Health InjuriesFire & explosionElectricalMechanicalRadiationThermalChemical

1. EVACUATION PLANStandard operating procedures will be formulated and maintained for all eventualities due to attack by armedintruders.Evacuation plan includes the evacuation due to fire hazard in the colony Armed Intrusion Flood Earthquake

During any of the above mentioned hazards, the evacuation will be as follows:

INFORM CONTROL ROOMINFORM CONCERNED AGENCY

SUGGEST EVACUATION PLAN

SHIFTING RESIDENTS TO INTERNAL SAFE AREA

FIRST AIDTRANSPORT INJURED TO NEAREST HOSPITAL

TRANSPORT PEOPLE TO SAFE PLACE

CALL NECESSARY HELPFollowing mitigation measures shall be adopted during construction & operation phase for risk assessment:

97

During Construction Phase During Operation Phase

• Safety mats would be provided at appropriate leveland various shafts/ openings would be covered toprevent falls, slips, trips etc.

• Necessary safety belts, helmets and eye-masks asrequired would be enforced at site

• Adequate guardrails shall be provided to thestaircases and common areas.

• Adequate guardrails/ fences shall be providedaround the water storage spaces to preventdrowning accidents.

• Adequate protection/ fence would be providedaround the excavated areas

• The machinery and the equipments would beregularly tested and maintained with the specificemphasis against accidents failures

• The deployed Safety officers would ensure that thepersonnel/ labour are kept at a safe distance fromworking machinery to avoid accidents/ injuries dueto toxic gases/ chemical/ noise.

• Moving parts of various parts of machineries/equipments shall be properly guarded

• Required fire extinguishers would be maintained atthe construction site.

• Arrangements for clean drinking water would bemade.

• Rest rooms and first aid facilities would be madeavailable for the workers

• Fire Protection system has been designed as perrequirements of NFPA & National Building Code –2005

• The project is located at Seismic Zone IV,structural designing will be done as perbest structural engineering practicescomplying with all the applicable codes /standards. Also we have received thestructural stability certificate.

• Proper designing of drainage system fordomestic as well as storm water shall beprovided.

• Rain water harvesting pits will haveprovision of storage for one hour peakrainfall.

• Fire Protection system has been designedas per requirements of NFPA & NationalBuilding Code – 2005

• Proper Fire evacuation system shall beprovided.

• Safety parameters as indicated underIndian Electricity Rules 1956 and ECBCshall be complied.

• Elevators shall be properly maintainedwith record book of maintenance.

• Periodic replacement of criticalcomponents of elevator/ machines.

Energy Saving Practices Energy efficient lamps will be provided within the complex. Constant monitoring of energy consumption and defining targets for energy conservation. Adjusting the settings and illumination levels to ensure minimum energy used for desired comfort

levels. Behavioral Change on Consumption

Promoting resident awareness on energy conservation Training staff on methods of energy conservation and to be vigilant to such opportunities.

98

WATER CONSERVATION MEASURES DURING CONSTRUCTION AND OPERATIONAL PHASE

The following measures will be adopted to reduce the water consumption during construction as well operation phase of the project. During Construction Phase

Leakage proof plumbing system Use of Ready Mix Concrete. Use of Curing Agent instead of curing water or recycling of curing water for onsite wheel washing.

During Operational Phase

Leakage proof plumbing system. Installation of water meters to check leakage. Indigenous drought tolerant plant species in the landscape. Rain water harvesting by recharging the ground aquifer. Use of dual plumbing system, separate for toilet flushing and separate for potable use. Use of highly efficient STP and reusing treated water for landscape, Flushing and DG/HVAC cooling

to the extent possible. Giving surplus treated wastewater from STP to other construction site for their use. Use of garden hydrants and drip irrigation technology. Use of low fixture, urinal, WC, tap etc. Using sensor based taps

99

FIRE FIGHTING CODES & STANDARDS

TITLE IMPORTANT INDIAN STANDARDS FOR FIRE FIGHTING WORK

IS 1239-1968 (Part-I) Specifications for mild steel tube, tubular and other steel pipe fittings.

IS 1239-1968 (Part-II) Specifications for mild steel tube, tubular and other steel pipe fittings.

IS 1536-1976 Specification for centrifugally Cast (Spun) Iron pressure pipes with flanges forwater, gas and sewage.

IS 1538 (Part 1 to 23) Specification for Cast Iron fittings for pressure pipes for water, gas andsewage.

IS 1726-1960 Code for cast iron manhole frame and cover.

IS 3589-1981 Specification for electrically welded steel pipes for water, gas and sewage.

IS 4736-1986 Galvanizing G.I. Pipes

IS 636-1988 Non percolating flexible fire fighting delivery hose (third revision)

IS 694-1990 PVC insulated cables for working voltages upto and including 1.100 volts(third revision)

IS 778-1984 Copper alloy gate, globe and check valves for water works purposes (fourthrevision) (Amendment 2)

IS 780-1984 Sluice valves for water works purposes (50 to 300 mm) size (sixth revision)(amendment 3)

IS 884-1985 Specification for first-aid hose-reel for fire fighting (for fixed installations)(first revision) (with amendment No.1)

IS 900-1992 Code of practice for installation and maintenance of induction motors (secondrevision)

IS 901-1988 Specification for couplings, double male and double female, instantaneouspattern for fire fighting (third revision)

IS 902-1992 Suction hose coupling for fire fighting of purposes (third revision)

IS 903-1984 Specification of fire hose delivery couplings branch pipe, nozzles and nozzle

100

spanner (third revision) (Amendment 5)

IS 937-1981 Specification for washers for water fittings for fire fighting purposes (revised)(with amendment No, 1)

IS 1520-1980 Horizontal centrifugal pumps for clear cold, fresh water (second revision)IS 1536-1976 Horizontally cast iron pressure pipes for water, gas & sewage (first revision)

(with Amendments No. 1 to 4)

IS 1554-1988 Part I PVC insulated (heavy duty) electric cables (working voltage upto andincluding 1100 volts (third revision)

IS 1554-1988 Part II PVC insulated (heavy duty) electric cables (working voltage from 3.3 KV uptoand including 11 KV (second revision)

IS 1648-1961 Code of practice for fire safety of buildings (General) Fire fighting equipmentand its maintenance (with amendment No.1)

IS 3624-1987 Pressure and vacuum gauges (Second revision)

IS 4736-1968 Hot-dip zinc coatings on steel tubes (with Amendment No.1)

IS 5290-1983 Specification for landing valves (second revision) (with Amendments No.6)

IS 5312- 1984 Part I Swing check type reflux (non return) valves Part I-single door pattern (withamendments nos. 1 & 2)

IS 5312- 1986 Part II Swing check type reflux (non return) valves Part II-Multidoor pattern (with amendments nos. 1 & 2)

IS 7285 Seamless cylinders for storage of gas at high pressure.

IS 2189-1962 Code of practice for Automatic Fire alarm system

IS 2195-1962 Specification for heat sensitive fire detectors

IS 732-1973 Code of practice for electrical wiring installation

UL 168 Underwriters Laboratory specification for smoke detector.

101

LIST OF APPLICABLE STANDARDS FOR FIRE ALARM SYSTEM

(1) IS:2189 - 1962 Code of Practice for Automatic Fire Alarm System.

(2) IS:2195 - 1962 Specifications for Heat sensitive Fire Detectors.

(3) IS:732 - 1973 Code of practice for Electrical Wiring installation

(4) UL 168 Under writers laboratory specifications for smoke detectors.

Fire Protection measures

Fire Protection System has been designed as per requirements of National Building Code 2005.

Fire protection system consists of following pumps for the Complex.

• Sprinkler pump• Hydrant Pump

Apart for the above, following are also proposed:

a) Wet riser and hydrant system with accessories.

b) Underground fire tank

c) Overhead fire tank

c) Landing valve, Fire hose cabinets at each level, branch pipe , landing valve & fireman’s axe.

d) Fire Extinguishers at every landing valve.

e) Hand Held fire extinguishers

f) Automatic Detection and Alarm System

g) Portable Fire Extinguishers.

102

PROPOSED TOWNSHIP

M/S HARYANA URBAN DEVELOPMENTS AUTHORITY (HUDA)

103

PROPOSED TOWNSHIP

M/S HARYANA URBAN DEVELOPMENTS AUTHORITY (HUDA)

19

21

20

1

2

2A

3

4

5

5A

6

7A

8A

8

9

11

12A

12 11A

13A

13

15

14

17

1616A

18A18

5

7

10

NH-10

NH-10NH-10

NH-10

NH-10

NH-10

NH-10

NH-10

NH-10

NH-10

NH-10

FROM SIRSA

To HISAR

LOCATION MAP

104

ProjectSite

ProjectSite

BufferBoundary

PROPOSED TOWNSHIP

M/S HARYANA URBAN DEVELOPMENTSAUTHORITY (HUDA)

500 m Buffer Map

PROJECT SITE

105

ProjectSite

ProjectSite

BufferBoundary

PROPOSED TOWNSHIP


10 KM BUFFER MAP OF STUDY AREA

PROJECT SITE

106

ProjectSite

ProjectSite

BufferBoundary

PROPOSED TOWNSHIP


5 KM BUFFER MAP OF STUDY AREA

PROJECT SITE

107

03/01/2017environmentclearance.nic.in/writereaddata/online/tor/10...14 regd. address huda office...

Documents