affordable group housing colony form 1environmentclearance.nic.in/writereaddata/eia/... · m.c....

Affordable Group Housing Colony At Village Devlawas, Sector 27, Rewari, Haryana

M/s Victory Buildestates Pvt

(I) Basic Information

Serial Number

Item

1. Name of the project/s

2. S. No. in the schedule

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

4. New/Expansion/Modernization

5. Existing Capacity/Area

6. Category of Project i.e. ‘A’ or ‘B’

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

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

9. Location Plot/Survey/Khasra No. Village Tehsil District State

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

Affordable Group Housing Colony

Pvt. Ltd.

FORM 1

Basic Information

Details

Name of the project/s Affordable Group Housing Project

S. No. in the schedule 8(a): Building & construction

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

Plot area = 20360.71mProposed FAR=43327.45Built-up Area = 49966.87

New/Expansion/Modernization New Project

Existing Capacity/Area etc. Nil

Category of Project i.e. ‘A’ or ‘B’ Category B

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

No

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

No

Plot/Survey/Khasra No. License No. 133 of 201Khasra No. is enclosed application. Devlawas, Sector 27 Rewari Rewari Haryana

Nearest railway station/airport along with distance in kms.

Nearest Railway Station: Junction (4.24 km, NNearest Airport:IGI(Source of information:Image)

FORM I

1

Group Housing Project

Building & construction Project

m2

43327.45 m2 49966.87 m2

License No. 133 of 2014 showing Khasra No. is enclosed with the

Nearest Railway Station: Rewari N)

IGI Airport 62 km, E (Source of information:- Google



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

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

13. Name of applicant

14. Registered Address

15. Address for correspondence :Name Designation (Owner/Partner/CEO)Address Pin Code E-mail Telephone No.

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

17. Interlinked Projects

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

19. If yes, date of submission

20. If no, reason

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


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Nearest Town, city, District Headquarters along with distance in

Project site lies within the district. District Headquarters

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

Municipal Committee:Municipal Council, RewariM.C. Office, Near BhadwashRewari 01274-225263

Name of applicant M/s Victory Buildestate

Registered Address Plot no. 42, Saraswati kunj, SecGolf course road, Gurgaon.

Address for correspondence :

Designation (Owner/Partner/CEO)

Telephone No.

Mr. Satya Prakash Sharma GM SLRK TOWER Ist Floor, SCOHUDA, Jail Complex, Near Sadar Bazar, Gurgaon, Haryana 122002 [email protected]@gmail.com0124-4380570, 09810757750

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

No

Projects No

Whether separate application of interlinked project has been

No

If yes, date of submission Not Applicable

Not Applicable

Whether the proposal involves approval/ clearance under: if yes,

the same and their status

No

FORM I

2

lies within the Rewari

ers: Rewari. Municipal Committee: Municipal Council, Rewari M.C. Office, Near Bhadwash Chowk,

225263 states Pvt. Ltd.

Plot no. 42, Saraswati kunj, Sec- 53, Golf course road, Gurgaon.

Sharma

SLRK TOWER Ist Floor, SCO-36,

Complex, Near Sadar Bazar, Gurgaon,

[email protected], [email protected]

9810757750



to be given. (a)The forest (Conservation) act, 1980? (b) The wildlife (Protection) act, 1972? (C) The C.R.Z Notification, 1991?

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

23. Forest land involved (hectares)

24. Whether there is any litigation pending against the project and /or land in which the project is proposedto be set up?(a) Name of the Court(b) Case No. (c) Orders/directions of the Court, if any and its relevance with the proposed project.

(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

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


Pvt. Ltd.

(a)The forest (Conservation) act,

(b) The wildlife (Protection) act,

(C) The C.R.Z Notification, 1991? Whether there is any Government Order/Policy relevant/relating to the

NBC Guidelines Haryana Bye laws

Forest land involved (hectares) No

Whether there is any litigation pending against the project and /or land in which the project is

to be set up? (a) Name of the Court

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

No

Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in

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

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

No Land has been allotted for Group Housing colony as per license no. 133 of 2014 dated: by Department of Planning, Haryana.

FORM I

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NBC Guidelines Bye laws

Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in

Details thereof (with approximate quantities /rates, wherever possible) with source of information data Land has been allotted for Affordable

colony as per license dated: 25/8/14 granted

Department of Town and Country Planning, Haryana.



1.2 Clearance of existing land, vegetation and buildings?

1.3 Creation of new land uses?

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

1.5 Construction works?

1.6 Demolition works?

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

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

1.9 Underground works including mining or tunneling?

1.10 Reclamation works?

1.11 Dredging?

1.12 Offshore structures?


Pvt. Ltd.

Clearance of existing land, vegetation and buildings?

No The construction of project does not require any clearance of existing land, vegetation and building

Creation of new land uses? No Land has been allotted for Group Housingcolony as per license no. 133 of 2014 dated: 25/8/14 granted by Department of Town and Country Planning, Haryana.

construction investigations e.g. bore houses, soil testing?

Yes Soil testing has been done during detailed engineering study.

Construction works? Yes All construction activities confined within the project premises; there will be no physical changes outside the project boundary.

Demolition works? No Project site is vacant land. Demolition is not required.

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

Yes All the construction activity including stocking of raw materials will be confined within the project sitetemporary labour hutments are proposed. Local labours from nearby area will be hired. Sanitation facilities will be developed at site.

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

Yes Excavation will be carried out for foundation of buildings. The total excavated quantity of earth material will be approx. 21454.71soil will be used in backfilling and other area development activities.

Underground works including mining or tunneling?

Yes Underground works including mining/ tunneling is required excavation of earth.

Reclamation works? No No reclamation work required.

No No dredging required.

Offshore structures? No No offshore structures required.

FORM I

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The construction of project does not require any clearance of existing land, vegetation and building Land has been allotted for Affordable Group Housingcolony as per license no.

dated: 25/8/14 granted by Department of Town and Country Planning, Haryana. Soil testing has been done during detailed engineering study. All construction activities will be confined within the project premises; there will be no physical changes outside the project boundary. Project site is vacant land. Demolition is

All the construction activity including stocking of raw materials will be

ned within the project site. No temporary labour hutments are proposed. Local labours from nearby area will be hired. Sanitation facilities will be developed at site. Excavation will be carried out for foundation of buildings. The total excavated quantity of earth material will

21454.71 m3. The excavated soil will be used in backfilling and other area development activities.

nderground works including mining/ tunneling is required along with excavation of earth. No reclamation work required.

No dredging required.

offshore structures required.



1.13 Production and manufacturing processes?

1.14 Facilities for storage of goods or materials?

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


Pvt. Ltd.

Production and manufacturing No No production/manufacturing process involved as the project is aGroup Housing Project.

Facilities for storage of goods or Yes Raw material will 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.

Facilities for treatment or disposal of solid waste or liquid

Yes Solid Waste: The solid waste generated from the project will be in the form of: Construction Phase:Left over cement mortars, cement concrete blocks, aggregate, sand and other inorganic material will be recycled and reused as granular sub base (GSB) layer of pavement. rendered surplus from the excavation will be utilized in the embankment works. Operational Phase:The Solid waste generated from project will be mainly domestic estimated to be wastes generated will be segregated into biodegradable (waste vegetables, foodsetc.) and cartons, thermocol, plastics, glass etc.) components and collected in separate bins. The biodegradable organic wastes will be treated inside the premises. Recyclable and nonwill be disposed through Govt. approved agency.

FORM I

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No production/manufacturing process involved as the project is an Affordable

roject. 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.

The solid waste generated from the project will be in the form of:

Construction Phase: Left over cement mortars, cement concrete blocks, aggregate, sand and other inorganic material will be recycled and reused as granular sub base (GSB) layer of pavement. Earth rendered surplus from the excavation will be utilized in the embankment

Operational Phase: The Solid waste generated from project will be mainly domestic in nature and is

to be 2134 kg/day. Solid wastes generated will be segregated into biodegradable (waste vegetables, foodsetc.) and Recyclable(papers, cartons, thermocol, plastics, glass etc.) components and collected in separate bins. The biodegradable organic wastes will be treated inside the premises. Recyclable and non-recyclable wastes will be disposed through Govt.



1.16 Facilities for long of operational workers?

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

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


Pvt. Ltd.

Liquid effluents: During construction phase, sewage will be treated and disposed through septic tanks with soak pits. operation phase will be treated up to tertiary level in a STP of capacity and the treated sewage willreused for toilet flushingThe rest of the treated wastewater will be discharged into theandsewer line Dewatered/dried sludge the STP will be used as manure for green belt development.

Facilities for long term housing of operational workers?

No Local laborers will be hired from nearby areas during construction phase. So, there will be npermanent facilities for longhousing of operational workers

New road, rail or sea traffic during construction or

No The site has good connectivity to Only internal roads; paths will be developed for vehicular movements for transportation of construction material during construction phase whereas internal tracks and paths will developed for traffic circulation (to avoid any congestion) during operational phase.

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

No The site is well connected through the road network. As the site falls in the residential area as per the development plan of Rewari and hence has good connectivity with internal sector roads. The site is well connected to NH-8.

FORM I

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During construction phase, sewage will be treated and disposed through septic tanks with soak pits. The waste water in operation phase will be treated up to tertiary level in a STP of 580 KLD capacity and the treated sewage will be

toilet flushing&horticulture. of the treated wastewater will

be discharged into the water body sewer line i.e. 192 KLD.

Dewatered/dried sludge generated from the STP will be used as manure for green belt development. Local laborers will be hired from nearby areas during construction phase. So, here will be no need to create

permanent facilities for long-term housing of operational workers. The site has good connectivity to NH-8. Only internal roads; paths will be developed for vehicular movements for transportation of construction material during construction phase whereas internal tracks and paths will be developed for traffic circulation (to avoid any congestion) during

The site is well connected through the road network. As the site falls in the residential area as per the development

and hence has good connectivity with internal sector roads. The site is well connected to Rewari by



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

1.20 New or diverted transmission lines or pipelines?

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

1.22 Stream crossings?

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

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

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

1.26 Long-term dismantling or decommissioning or restoration


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

No Since the site is well connected through sector roads which havetraffic density, there will be no need for diversion or closure of existing traffic routes.

New or diverted transmission

No There will not be any new/diverted transmission lines or pipelines around the project.

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.

No There are no streams running across the site.

Abstraction or transfers of water from ground or surface

Yes During construction phase, amount of water will be required will be met by HUDA (treated water)During operation phase, water supply will be provided by HUDAKLD of fresh water will be required during operation phase of the project.

Changes in water bodies or the land surface affecting drainage

Yes Runoff will increase paved surface. However, increased runoff will be managed by welldesigned rainwater harvesting system and storm water management plan.

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

Yes During the construction phase, about 1520 trucks are estimated per week. Adequate parking space within the project site for loading and unloading of materials will be provided. Adequate parking space be provided for operational phase to residents and commercial occupants of the premises.

term dismantling or decommissioning or restoration

No No Long term dismantling or decommissioning or restoration works

FORM I

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well connected to NH-8 roads which have low

traffic density, there will be no need for diversion or closure of existing traffic

There will not be any new/diverted transmission lines or pipelines around

No impoundment, damming, culverting,

realignment or other changes to the

hydrology of surface watercourses is

There are no streams running across the

During construction phase, 250 ML amount of water will be required which will be met by HUDA (treated water). During operation phase, water supply

by HUDA. About 389 KLD of fresh water will be required during operation phase of the project. Runoff will increase due to increased paved surface. However, increased runoff will be managed by well-designed rainwater harvesting system and storm water management plan. During the construction phase, about 15-20 trucks are estimated per week. Adequate parking space within the project site for loading and unloading of materials will be provided. Adequate parking space (484 ECS) will be provided for operational phase to the residents and commercial occupants of

No Long term dismantling or decommissioning or restoration works



works?

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

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

1.29 Introduction of alien species?

1.30 Loss of native species or genetic diversity?

1.31 Any other actions?

2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially anysupply):

S.No. Information/checklist confirmation

2.1 Land especially undeveloped or agricultural land (ha)


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will be involved.

Ongoing activity during which could

have an impact on the

No None

Influx of people to an area in either temporarily or

Yes 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.

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 like Ashoka and Gulmohar& Bottle Palm and Bamboo etc.

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

No Not Applicable.

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

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

Land especially undeveloped or agricultural land (ha)

No Land has been allotted for Group Housing colony as per license no. 133 of 2014 dated: 25/8/14Department of Town and Country Planning, Haryana.

FORM I

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Local laborers from nearby area will be employed during the construction phase. In the operation phase, most of

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

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 like Ashoka and Gulmohar& Bottle Palm

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

Use of Natural resources for construction or operation of the Project (such as land, renewable or in short

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

Land has been allotted for Group ing colony as per license no. 133 of

2014 dated: 25/8/14 granted by Town and Country

Planning, Haryana.



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

2.3 Minerals (MT)

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

2.5 Forests and timber (source MT)

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

2.7 Any other natural resources (use appropriate standard units)

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


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Water (expected source & competing users) unit: KLD

Yes During construction phase, amount of water will be required and requirement will be fulfilled through private water tanks. During operation phase, water supply will be provided through the HUDAfresh water will be required during operation phase of the project.

No Minerals such as sand and aggregates will be required during the construction phase.

Construction material – stone, aggregates, sand / soil (expected

Yes All materials for construction will be arranged throughcontractors/suppliers. Details of construction materials in conceptual plan.

Forests and timber (source – No All material forests and timber will be provided by selected steel frames etc shall be used to minimize the use of timber.

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

Yes The total demand load is estimated at 2887.80 KW which will be provided Uttar Haryana Bijli(UHBVN). Power backup for the group housing project will be through of total 500 KVA (2x 250 KVA)

Any other natural resources (use appropriate standard units)

No Not Applicable

Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise

about actual or perceived risks to human health.

FORM I

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During construction phase, 250 ML amount of water will be required and requirement will be fulfilled through private water tanks. During operation phase, water supply will be provided

HUDA. About 389 KLD of fresh water will be required during operation phase of the project. Minerals such as sand and aggregates will be required during the construction

r construction will be hrough the nominated

contractors/suppliers. Details of construction materials are incorporated

All material forests and timber will be provided by selected suppliers. However steel frames etc shall be used to minimize the use of timber. The total demand load is estimated at

which will be provided by Uttar Haryana Bijli Vitran Nigam

Power backup for the group housing project will be through 2 no. of DG sets

500 KVA (2x 250 KVA)

Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns




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

3.2 Changes in occurrence of disease or affect disease insect or water borne diseases)

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

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

3.5 Any other causes

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

(MT/month)


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

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

Yes Diesel for DG sets will be stored in drums in earmarked locations. It shall also be handled as per The Manufacture, Storage and Import of Hazardous Chemical Rules, 1989 and Material Safety Data Sheet.

Changes in occurrence of 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 restricreproduction and growth of disease vectors.

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.

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

No Impacts of this type are not expected.

No Not Applicable

Production of solid wastes during construction or operation or decommissioning

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Details thereof (with approximate quantities/rates, wherever possible) with source of information data Diesel for DG sets will be stored in drums in earmarked locations. It shall also be handled as per The Manufacture, Storage and Import of Hazardous Chemical Rules, 1989 and Material

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

economic standard of people will improve due to increased employment opportunities provided by this project.

to better quality of life and will also set a standard for future developments in the area.

Impacts of this type are not expected.

Production of solid wastes during construction or operation or decommissioning




4.1 Spoil, overburden or mine wastes

4.2 Municipal waste (domestic and or commercial wastes)

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

4.4 Other industrial process wastes

4.5 Surplus product

4.6 Sewage sludge or other sludge from effluent treatment


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

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

Municipal waste (domestic and or commercial wastes)

Yes The total municipal (domestic) solid waste to be generated is approx. kg/day. Biodegradable waste (@ 60%)

1280vegetables and foods etc.)

Recyclable waste (@ 30%)

640cartons, thermocol, plastics, glass etc.)

Inert waste (@ 10%)

213

Total 2134

Hazardous wastes (as per Hazardous Waste Management Rules)

Yes The hazardous wastes along with other wastes in the project will be used oil from DG sets, which is classified as per The Hazardous Wasteper The Hazardous Wastes (Management & Handling) Rules, 1989Used oil from DG sets will be stored in HDPE drums in isolated covered facility. This used oil will be sold to authorized recyclers. Suitable care will be taken so that spills/leaks of used oil from storage is avoided.

Other industrial process wastes No Not applicable

No Not applicable

Sewage sludge or other sludge from effluent treatment

Yes 65 kg/day of Sludge generated from the STP plant will be dried and later will be used as manure for green belt development.

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Details thereof (with approximate quantities/rates, wherever possible) with source of information data No such spoil, overburden or mine wastes will be generated. The total municipal (domestic) solid waste to be generated is approx. 2134

1280kg/day (Waste vegetables and foods etc.)

640kg/day (Papers, cartons, thermocol, plastics, glass etc.)

213kg/day

2134kg/day

The hazardous wastes along with other wastes in the project will be used oil from DG sets, which is classified as per The Hazardous Waste Category 5.1 as per The Hazardous Wastes (Management & Handling) Rules, 1989. Used oil from DG sets will be stored in HDPE drums in isolated covered facility. This used oil will be sold to authorized recyclers. Suitable care will be taken so

eaks of used oil from storage

kg/day of Sludge generated from the will be dried and later will be

used as manure for green belt



4.7 Construction or demolition wastes

4.8 Redundant machinery or equipment

4.9 Contaminated soils or other materials

4.10 Agricultural wastes

4.11 Other solid wastes

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


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

5.2 Emissions from production processes

5.3 Emissions from handling including storage or transport


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Construction or demolition 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 recyclers. Unusable and excess construction debris will be disposed at designated places in tune with the local norms.

Redundant machinery or No Redundant machinery will not be generated.

Contaminated soils or other No Contaminated soils or other materials will not be generated.

Yes Landscape wastes of generated.

No Not Anticipated

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


Emissions from combustion of fossil fuels from stationary or

Yes The project does not air pollution sources except operation of DG sets during power failure and vehicular traffic.

Emissions from production No No production processes involved. Hence, there will be no such emissions.

Emissions from materials handling including storage or

Yes Small quantities of 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.

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

Recyclable waste construction materials will be sold to recyclers. Unusable and

nstruction debris will be disposed at designated places in tune with the local norms. Redundant machinery will not be

Contaminated soils or other materials will not be generated. Landscape wastes of 0.18kg/day will be

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

Details thereof (with approximate quantities/rates, wherever possible) with source of information data The project does not envisage any major air pollution sources except operation of DG sets during power failure and

No production processes involved. Hence, there will be no such emissions.

Small quantities of dust emissions are envisaged during transport and handling of construction materials. Such emissions will be temporary and controlled by the use of sprinkling and

niques like covering of



5.4 Emissions from construction activities including plant and equipment

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

5.6 Emissions from incineration of waste

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

5.8 Emissions from any other sources

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

S.No. Information/Checklist

confirmation

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


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Emissions from construction activities including plant and

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

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 lreduce the dust emission.

Emissions from incineration of No No incineration of wastes is proposed.

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

No Open burning of biomass/other will be prohibited on site.

Emissions from any other No Not Applicable

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


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

Yes Source of noise in the operational phase will be from backup DG sets will be in operation only during power failure) and pumps & motors. machinery will be of highest standard of reputed make and will comply with standard i.e. The DG set room will be provided with acoustic enclosure to have minimum 25 dB (A) ior for meeting the ambient noise standard whichever is on higher side as per E (P) Act, GSR 371 (E) and its

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

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

Tarpaulin cover will be provided on stored loose materials to reduce the dust emission.

No incineration of wastes is proposed.

Open burning of biomass/other material will be prohibited on site.

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

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

Source of noise in the operational phase will be from backup DG sets (which

in operation only during power failure) and pumps & motors. All the machinery will be of highest standard of reputed make and will comply with

The DG set room will be provided with acoustic enclosure to have minimum 25 dB (A) insertion loss or for meeting the ambient noise standard whichever is on higher side as per E (P) Act, GSR 371 (E) and its



6.2 From industrial or similar processes

6.3 From construction or demolition

6.4 From blasting or piling

6.5 From construction or operational traffic

6.6 From lighting or cooling systems

6.7 From any other sources

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


Pvt. Ltd.

amendments. Therefore, no significant impact due to operation of machinery is anticipated.

From industrial or similar No No industrial processes will be carried out in the proposed project.

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 include the following noise generating activities: Concreting, mixing & operation of

DG sets. Construction plant and heavy

vehicle movement. From blasting or piling No No blasting or mechanized piling will

be done. construction or Yes Some noise will be generated from

vehicular movement in the construction and operational phase but that will be mitigated with green belt.

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

From any other sources No Not Applicable

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


From handling, storage, use or spillage of hazardous materials

No The used oil from DG setscarefully stored in HDPE drums at isolated storage, and periodically sold to authorized recyclers. All precautions will be taken to avoid spillage from

FORM I

14

amendments. Therefore, no significant impact due to operation of machinery is

No industrial processes will be carried out in the proposed project. Due to various construction activities,

term noise impacts in the immediate vicinity of the project site. The construction activities will include the following noise generating

Concreting, mixing & operation of

Construction plant and heavy vehicle movement.

No blasting or mechanized piling will

Some noise will be generated from vehicular movement in the construction and operational phase but that will be mitigated with green belt.

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

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


from DG sets will be carefully stored in HDPE drums at isolated storage, and periodically sold to authorized recyclers. All precautions will be taken to avoid spillage from



7.2 From discharge ofother effluents to water or the land (expected mode and place ofdischarge)

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

7.4 From any other sources

7.5 Is there a risk of long term build up of pollutants inenvironment from these sources?

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


confirmation

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

8.2 From any other causes


Pvt. Ltd.

storage as per The Hazardous Wastes (Management & Handling) Rules, 1989.

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

No There will be no discharge of untreated sewage on land or into water bodies. Adequate treatment of sewage will be carried out in a STP of capacity KLD, proposed wpremises. Treated sewage will be reused for flushing, landscapingwill be discharged to construction line.

By deposition of pollutants emitted to air into the land or

No The DG Sets will be provided with stacks of adequate height. Hence dispersion will be achieved and avoid deposition of pollutants in significant concentrations at any single location.

From any other sources No Not Anticipated

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

No Not Anticipated

of accidents during construction or operation of the Project, which the environment

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

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

Yes Risk of accidents during construction or operation of the project will be mainly from Fire Hazards, Gas Leakage etc

From any other causes No Not Applicable

FORM I

15

The Hazardous Wastes (Management & Handling) Rules,

There will be no discharge of untreated sewage on land or into water bodies. Adequate treatment of sewage will be carried out in a STP of capacity 580 KLD, proposed within the project premises. Treated sewage will be re-

landscaping, and rest will be discharged to construction sewer

The DG Sets will be provided with stacks of adequate height. Hence dispersion will be achieved and avoid deposition of pollutants in significant concentrations at any single location.

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


Risk of accidents during construction or project will be mainly

from Fire Hazards, Gas Leakage etc



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

9. Factors which should be considered (such as consequential

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


confirmation

9.1 Lead to development of supporting. utilities, ancillary development or developmentstimulated by the project which could have impact on the environment e.g.: • Supporting infrastructure (roads, power supply, waste or waste water treatment, etc.)• Housing development

• Extractive industries • Supply industries


Pvt. Ltd.

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

Yes The project falls under seismic active Zone IV indicating high damage risk zone. The buildings will be designed as earthquake resistant and comply with the required IS specifications.

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


Lead to development of utilities, ancillary

development or development stimulated by the project which could have impact on the

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

• Extractive industries

• Supply industries

Yes

Yes

No

No

Appropriate infrastructure like roads, power supply, waste management and waste water treatment will be developedwithin the project sitethe area will be as per by Department of Planning, Haryana. The project will have positive impact on the ancillary infrastructure like roads, markets, public health, amenities, and communication facilities in the area also will provide treatment plant for The project is residential group housing colony with adequate facilities so it will enhance the housing development. Not Applicable Not Applicable

FORM I

16

project falls under seismic active Zone IV indicating high damage risk zone. The buildings will be designed as arthquake resistant and comply with the

required IS specifications.

development) which could lead to environmental effects or the potential for cumulative impacts with


infrastructure like roads, power supply, waste management and waste water treatment will be developed within the project site. Development of the area will be as per the license granted

Department of Town and Country Planning, Haryana.

The project will have positive impact on the ancillary infrastructure like roads, markets, public health, amenities, and communication facilities in the area also will provide treatment plant for sullage. The project is residential group housing

h adequate facilities so it will enhance the housing development.



• Other

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

9.3 Set a precedent for later developments

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

(III) Environmental Sensitivity

S.No. Areas

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

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

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

4 Inland, coastal, marine or underground waters


Pvt. Ltd.

No

use of the site, which could have an impact on

No Not Anticipated

Set a precedent for later Yes The project will provide good infrastructure and better life style and will set an example for later developments in the areas.

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

No Not Applicable

Environmental Sensitivity

Name/ Identity

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

Areas protected under international conventions, national or local legislation for their ecological, landscape,

related value

None There are no areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value

Areas which are important or sensitive for ecological reasons -

watercourses or other water bodies, coastal zone, biospheres, mountains, forests

None

No such area lies within 15 Km of project radius.

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

None There is no species of flora or found in the study area.

Inland, coastal, marine or underground waters

Ground water The depth of groundwater is 24 mbgl below the ground level.

FORM I

17

The project will provide good infrastructure and better life style and will set an example for later developments in the areas.

Aerial distance (within 15 km.) Proposed project location

There are no areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value No such area lies within 15 Km of project radius.

no ecologically sensitive species of flora or found in the

The depth of groundwater is 12-mbgl below the ground level.



5 State, National boundaries

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

7 Defense installations

8 Densely populated or builtarea

9 Areas occupied by sensitive manmade land usesschools, places of worship, community facilities.

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


Pvt. Ltd.

(Ref: CGWB)

State, National boundaries Rajasthan- Haryana

Border

8.36 km, S from project site.

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

NH-8 2.88km, N

Defense installations None There are no areas ofinstallations.

Densely populated or built-up Sector-27

Bhakti Nagar 0.5 km

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

.)

Hospital Dr. Manu Memorial Hospital

School Smart Kid

World School Temple

ShriKrishanMandir

1.5 km, N

1.26 km, NN 1.72km, NNE

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

None There are no areas containing important, high quality or scarce resources.

FORM I

18

(Ref: CGWB)

from project site.

There are no areas of defense installations.

agar 0.5 km, N

NNW.

NNE

There are no areas containing important, high quality or scarce



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

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

(IV) Terms of Reference: N


Pvt. Ltd.

Areas already subjected to pollution or environmental

(those where existing standards are

None There are no areas within 15 km which are subjected to pollution or environmental damage.

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

Yes

Earthquakes

The site falls under the zone per the Seismic Zone Map of India and is thus prone to high damage risk zone. Adequate measures will be taken during the construction of the proposed project.

Not applicable for 8 a category of construction project

FORM I

19

There are no areas within 15 km which are subjected to pollution or environmental damage.

The site falls under the zone IV as per the Seismic Zone Map of India and is thus prone to high damage risk zone. Adequate measures will be taken during the construction of the proposed

applicable for 8 a category of construction project

Affordable Group Housing Colony Form I At Village Devlawas, Sector 27, Rewari, Haryana

M/s Victory Buildestates Pvt. Ltd.

“I hereby give undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the information submitted is found to be false or misleading at any stage, the project will be rejected and clearance given, if any to the project will be

Date: Place:

NOTE:

1. The Projects involving clearance under Coastal Regulation Zone Notificatiosubmit with the application a C.R.Z map duly demarcated by one of the authorized agencies, showing the project activities, w.r.t. C.R.Z. and the recommendations of the state Coastal Zone management Authority. Simultaneous action shall also be taken to obtain the requisite clearance under the provisionthe activities to be located in the CRZ.

2. The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden project location and the recommendations or comments of the Chief Wildlife Warden thereon.”

3. All correspondence with the Ministry of Environment & Forests including submission of application for TOR/ Environmental Cleararequired from time to time, participation in the EAC Meeting on behalf of the project proponent shall be made by the authorized signatory only. The authorized signatory

Affordable Group Housing Colony Form I

Victory Buildestates Pvt. Ltd.

undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the information submitted is found to be false or misleading at any stage, the project will be rejected

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

Name: Satya Prakash

Designation:(Authorized Signatory)

For M/s Victory Buildestate

The Projects involving clearance under Coastal Regulation Zone Notificatiosubmit with the application a C.R.Z map duly demarcated by one of the authorized

showing the project activities, w.r.t. C.R.Z. and the recommendations of the state Coastal Zone management Authority. Simultaneous action shall also be taken to obtain the requisite clearance under the provisions of the C.R.Z. Notification,

tivities to be located in the CRZ. The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features visproject location and the recommendations or comments of the Chief Wildlife Warden

All correspondence with the Ministry of Environment & Forests including submission of application for TOR/ Environmental Clearance, subsequent clarifications, as may be required from time to time, participation in the EAC Meeting on behalf of the project proponent shall be made by the authorized signatory only. The authorized signatory

Affordable Group Housing Colony Form I

undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected

: Satya Prakash

: Signatory)

states Pvt. Ltd.

The Projects involving clearance under Coastal Regulation Zone Notification, 1991 shall submit with the application a C.R.Z map duly demarcated by one of the authorized

showing the project activities, w.r.t. C.R.Z. and the recommendations of the state Coastal Zone management Authority. Simultaneous action shall also be taken to

s of the C.R.Z. Notification, 1991 for

The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the

showing these features vis-à-vis the project location and the recommendations or comments of the Chief Wildlife Warden

All correspondence with the Ministry of Environment & Forests including submission of nce, subsequent clarifications, as may be

required from time to time, participation in the EAC Meeting on behalf of the project proponent shall be made by the authorized signatory only. The authorized signatory

Affordable Group Housing Colony Form I At Village Devlawas, Sector 27, Rewari, Haryana


should also submit a document in support of his claim of being an authorized signatory for the specific project”.


CHECK LIST OF ENVIRONMENTAL IMPACTS

SECTION 1- LAND ENVIRONMENT

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

1.1 Will the existing land use get significantly altered

consistent with the surroundings? (Proposed land use must conform to the approved

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

approval from the competent authority are submitted). Attach M

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

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

conceptual plans.

No

The project site is fallow land and does

the construction activities of the project will not have an adverse effect on the land use

activities in the project area. The development of green belt and other landscaping will

enhance the visual aesthetics of the area.

The Project site is located at Devlawas,

NH-8 which is 2.88 km, N from the project site

km, NW from the Project site and the nearest railway station is

km, NNE from project site. Google Earth Image showing project site & surroundings within

500 m and toposheet map showing

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.


Form IA

FORM IA

CHECK LIST OF ENVIRONMENTAL IMPACTS

LAND ENVIRONMENT

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

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



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



The project site is fallow land and does not involve activities of any type. It is anticipated that



al aesthetics of the area.

Devlawas, Sector 27, Rewari, Haryana. The Nearest

from the project site. The nearest Airport is IGI Airport

from the Project site and the nearest railway station is Rewari Junction

Google Earth Image showing project site & surroundings within

500 m and toposheet map showing 10 km and 5 km are attached as Annexure I

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


Form IA

1

from the project that is



aps of (i) site location,



not involve activities of any type. It is anticipated that



Nearest Highway is

Airportwhich is 62

Junction which is 4.24

Google Earth Image showing project site & surroundings within

and II.

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



LAND REQUIREMENT

S. No. Particulars

1. Total Plot Area

2. Net Plot Area

3. Permissible Ground Coverage (@ 50% of NPA) (Com.+ Residential)

4.

Proposed Ground Coverage (@ 36.787 % of NPA)

Residential Area

Commercial Area

5.

Total Permissible FAR

Residential Area (@ 225

Commercial Area (@ 175

6.

Proposed FAR

Residential FAR (@224

Commercial FAR (@173.31)

7. Non FAR area (residential)

8.

Community/Creche

Services area (Mumty & Machine room)

9. Built up Area

10. Open Parking area

11.

Landscape area (@20% of the total plot area)

Shelter Belt (@ 10%)

Avenue Plantation (@ 4%)

Shrubs, herbs, lawns, parks, landscaping and climber plants (@ 4 %)

Water Body (@ 2 %)


Form IA

Table 1: Area Statement

Permissible Ground Coverage (@ 50% of NPA) (Com.+ Residential)


Residential Area (@ 225 % of the 18662.59 sq. m)

Commercial Area (@ 175 % of the 777.606 sq. m)

Residential FAR (@224.94)


(residential)

Community/Creche

Services area (Mumty & Machine room)


10%)


Shrubs, herbs, lawns, parks, landscaping and climber plants (@

Water Body (@ 2 %)

Form IA

2

Area (in m2)

20360.71

19440.16

9720.08

7151.57

6475.72

675.85

43351.55

41990.74

1360.81

43327.45

41979.76

1347.69

5643.49

995.93

398.04

597.89

49966.87

7387.43

4072

2036

814.42

814.42

407.21


12. Height of the tallest Building

Table

TYPE F.A.R AREA

BLOCK-A (2BHK_4 BLOCK)


Form IA

Height of the tallest Building

Table 2: Built-up area calculations

F.A.R AREA MUMTY & MACHINE

NON F.A.R AREA

21200.24 251.56

Form IA

3

37.65 m

NON F.A.R AREA


WATER REQUIREMENT

During construction phase water will be supplied by HUDA (Treated water), whereas during

operation phase water will be provided through the HUDA. Total

approx. 579 KLD, out of which d

requirement is approx. 389 KLD which is 70% of the domestic water demand. Daily water

requirement calculation is given below in Table 5:

Table 3

S. No.

Description

BLOCK-B (2BHK_1BLOCK )

BLOCK-C (2BHK_1 BLOCK )

BLOCK-D (1BHK_2 BLOCK )

BLOCK-E (1BHK_1 BLOCK )

BLOCK-F(COMMERCIAL )

CRECHE & COMMUNITY

Stilt

Total

Built up Area 49966.87 m


Form IA


operation phase water will be provided through the HUDA. Total water requirement is

KLD, out of which domestic water requirement is 555 KLD. Fresh water

KLD which is 70% of the domestic water demand. Daily water


Table 3: Calculations for Daily Water Demand

Area (in m2)

Total Occupancy

Rate of water demand (lpcd)

5292.47 62.89

5264.42 62.89

6820 106.32

3402.63 53.16

1347.69 61.07

398.04

43327.45 597.89 5643.49

49966.87 m2

Form IA

4


water requirement is

KLD. Fresh water


Total Water Requirement

(KLD)

5643.49

398.04


A. Domestic Water

1. Apartments

2. Staff

Floating Population (Visitors)

3. Staff (Commercial+ community)

4. Visitors (Commercial+ community)

Sub Total (

B. Horticulture and Landscape development

Grand Total (A+B) =

Domestic Water Requirement

Fresh(@ Water Demand

Flushing (Water Demand)

Sullage Generated(flushing)

POWER REQUIREMENT

The power supply shall be supplied by Uttar Haryana Bijli

connected load for the Project will be approx

Details of D.G Sets

There is provision of 2 no. of DG sets of total 500 KVA (2x 250 KVA) capacity for power

back up in the project. The DG sets will be equipped with acoustic enclosure to minimize

noise generation and adequate stack height for proper dispersion.

.


Form IA

3960 135

198 45

396 15

53 45

212 15

Sub Total (1+2+3+4)

4072 6 l/sqm

Grand Total (A+B) = 579 KLD

Table 4: Sullage Calculations

Domestic Water Requirement 555 KLD

@ 70% of domestic Water Demand)

389 KLD

Flushing (@ 30% of domestic Water Demand)

166 KLD

Generated(@ 80% fresh + 100% 311 + 166 = 477 KLD

The power supply shall be supplied by Uttar Haryana Bijli Vitran Nigam (UHBVN). The

will be approx. 2887.80 KW.



stack height for proper dispersion.

Form IA

5

534.6

8.91

5.94

2.385

3.18

555 KLD

24 KLD

311 + 166 = 477 KLD

Vitran Nigam (UHBVN). The




SOLID WASTE GENERATED

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

solid waste generated from the project shall be mainly domestic waste and estimated quantity

of the waste shall be approx. 2134

0.15 kg per capita per day for the visitors, 0.25 kg per capita per

and landscape wastes @ 0.2 kg/acre/day). Following arrangements will be made at the site in

accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000.

Table 7

S. No. Category

1. Residents (3960)

2. Staff (251)

3. Visitors population (608)

4. Landscape waste(0.905 acre)

TOTAL SOLID WASTE GENERATED

(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))

Description of Solid Waste Generation

PARKING FACILITIES

Adequate parking (484 ECS) provision will be kept for vehicles parking in the

Besides this, internal road of adequate

movement.

Bio-degradable (60%)

Recyclable (30%)

Inert waste (10%)

Total solid waste


Form IA

ASTE GENERATED

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


2134 kg per day (@ 0.5 kg per capita per day for residents, @

0.15 kg per capita per day for the visitors, 0.25 kg per capita per day for the staff members



Table 7: Calculation of Solid Waste Generation

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

@ 0.5 kg / capita / day 1980

@ 0.25 kg / capita / day 62.75

isitors population @ 0.15 kg / capita / day 91.2

Landscape waste @ 0.2 kg/acre/day 0.181

TOTAL SOLID WASTE GENERATED 2134kg/day



Description of Solid Waste Generation:

provision will be kept for vehicles parking in the

adequate width within the project will facilitate smooth traffic

0%) 1280.4kg/day

640.2 kg/day

213.4kg/day

2134 kg/day

Form IA

6

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


kg per day (@ 0.5 kg per capita per day for residents, @

day for the staff members



Waste generated (kg/capita/day)

1980

62.75

91.2

0.181

kg/day



provision will be kept for vehicles parking in the project.

will facilitate smooth traffic


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

adjacent to the proposed site? (Such as open spaces, community facilities, details of the

existing land use and disturbance to the local ecology).

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

4072 m2 i.e. 20.0 % of the plot

overall positive impact on the existing land use and will not cause any disturbance to the local

ecology. 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

etcmay be given).

There shall be no land disturbance resulting in erosion, subsidence and

land. The site falls under the zone

damage risk zone. The project will be earthquake resistant taking into account the latest

provisions of Indian Standards Codes

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).

The project does not intersect any natural drainage route.

drainage system is found to exist in the project area

surroundings comprise an urbanized stretch.

designed to take care of internal storm water drainage.

system is anticipated.

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 earth work shall include soil


Form IA

What are the likely impacts of the proposed activity on the existing facilities


existing land use and disturbance to the local ecology).


of the plot area is earmarked for landscaping. The project will have an


Proposed activity shall have no impact on surroundings.

there be any significant land disturbance resulting in erosion, subsidence &


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

under the zone IV as per the seismic zone map of India and indicating

The project will be earthquake resistant taking into account the latest

provisions of Indian Standards Codes.

Will the proposal involve alteration of natural drainage system? (Give details on

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

not intersect any natural drainage route. No perennial or non

is found to exist in the project area or being obstructed by the project. The

rise an urbanized stretch. Well planned storm water drainage has been

internal storm water drainage. Thus, no impact on the natural

What are the quantities of earthwork involved in the construction activity


transport of fill materials from outside the site etc?)

soil excavation and cutting 29160.24 m3 of the earth will be

Form IA

7

What are the likely impacts of the proposed activity on the existing facilities



The project will have an


there be any significant land disturbance resulting in erosion, subsidence &


instability as it is a flat

indicating high

The project will be earthquake resistant taking into account the latest

Will the proposal involve alteration of natural drainage system? (Give details on

No perennial or non-perennial

obstructed by the project. The

planned storm water drainage has been

no impact on the natural drainage

What are the quantities of earthwork involved in the construction activity-


the earth will be


Construction waste,

Broken Bricks,Waste Plaster

Used in re-filling, raising site level

moved. The cut and fill material in the project

movement of soil to and from the site is not anticipated

1.7 Give details regarding water supply, waste handling etc

period.

Water requirement during construction phase

Sullage

generated during the construction

modular STP. Waste handling during the construction phase shall be done by the site

contractor whose responsibility lies with collection and storage of construction

waste generated on the site. All

used within the site itself for filling the floors, roads, aggregate for mortar etc

feasible. Remaining will be sent to the


Form IA

Solid Waste

Construction Waste

Construction

Broken Bricks, Waste Plaster

Empty Cement

Bags

filling, raising site level

Sold to agency for recycling

Excavated Soil

Top soil conserved for landscaping,

balance used in re-filling

and fill material in the project site is nearly at par and hence the need for

the site is not anticipated.

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

construction phase will be met from treated water from HUDA

during the construction phase will be 7 KLD and wastewater will be

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

contractor whose responsibility lies with collection and storage of construction and demolition

All construction wastes generated during construction will be

used within the site itself for filling the floors, roads, aggregate for mortar etc

sent to the agency for proper disposal.

Form IA

8

site is nearly at par and hence the need for

during the construction

treated water from HUDA.

will be treated in

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

and demolition

generated during construction will be

used within the site itself for filling the floors, roads, aggregate for mortar etc. to the extent


Construction waste,


Used in reraising site level

Figure 1: Waste Management Plan

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

and wetlands are getting modified from the proposed activity).

No. 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 region

1.9 Whether construction debris & waste during construction cause health hazard?

(Give quantities of various types

construction labor and the means of disposal).

No health hazards are expected during the construction phase. The labor

with face masks to minimize dust


Form IA

Solid Waste

Construction Waste

Construction waste,


Empty Cement

Bags



Excavated Soil


balance used in refilling

Management Plan for the Construction Phase

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

and wetlands are getting modified from the proposed activity).

area is a flat land and the surroundings are characterized by an urbanized stretch.

No low lying areas or wetlands are found in the region.

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).

health hazards are expected during the construction phase. The laborers will

dust inhalation.

Form IA

9


balance used in re-

Construction Phase

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

area is a flat land and the surroundings are characterized by an urbanized stretch.

Whether construction debris & waste during construction cause health hazard?

of wastes generated during construction including the

ill be provided


A significant portion of the construction waste and wood scrap generated will be used on the

site. The quantity of domestic waste generate

be employed. However, the waste

agency.

SECTION 2- WATER ENVIRONMENT

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

requirements for various uses. How will the water requirement be met? Stat

sources & quantities and furnish a water balance statement.


operation phase water will be provided through the HUDA. Total

approx. 579 KLD, out of which d

requirement is approx. 389 KLD which is 70% of the domestic water demand. Daily water


Table 6

S. No.

Description

A. Domestic Water

1. Apartments

2. Staff




Sub Total (


Grand Total (A+B) =


Fresh(@


Form IA

tion of the construction waste and wood scrap generated will be used on the

site. The quantity of domestic waste generated will be very little, as mostly local laborers will

he wastes generated will be collected and disposed by an authorized

WATER ENVIRONMENT

Give the total quantity of water requirement for the project with the breakup of

requirements for various uses. How will the water requirement be met? Stat

sources & quantities and furnish a water balance statement.


operation phase water will be provided through the HUDA. Total water requirement is

out of which domestic water requirement is 555 KLD. Fresh




Area (in m2)

Total Occupancy


3960 135

198 45

396 15

53 45

212 15

Sub Total (1+2+3+4)

4072 6 l/sqm


Table 7:Sullage Calculations

Requirement 555 KLD

@ 70% of domestic 389 KLD

Form IA

10

tion of the construction waste and wood scrap generated will be used on the

local laborers will

generated will be collected and disposed by an authorized

Give the total quantity of water requirement for the project with the breakup of

requirements for various uses. How will the water requirement be met? State the


water requirement is

KLD. Fresh water



(KLD)

534.6

8.91

5.94

2.385

3.18

555 KLD

24 KLD


Water Demand Flushing (

Water Demand)Sullage Generated(flushing)

The water balance diagram is shown below in Figure

Figure 2:

2.2 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).

Recycled Water Sullagewaterw

SEWER LINE

Fresh water


Form IA

Water Demand) Flushing (@ 30% of domestic Water Demand)

166 KLD

Generated(@ 80% fresh + 100% 311 + 166 = 477 KLD

is shown below in Figure 1:

: Water Balance Diagram

What is the quality of water required, in case, the supply is not from a municipal


FRESH WATER (389 KLD)

(70% of Domestic water)

SULLAGE

STP CAPACITY

@ 80%

FLUSHING (166 KLD)


@ 100%

HORTICULTURE (24 KLD)

24 KLD

166 KLD

SEWER LINE 192 KLD

192 KLD

Form IA

11

311 + 166 = 477 KLD

What is the quality of water required, in case, the supply is not from a municipal


SULLAGE GENERATED (477 KLD)

STP CAPACITY 580 KLD

@80 % 382 KLD


During construction phase water will be supplied by

operation phase, water supply will be provided

579KLD, out of which domestic water requirement is

approx. 389 KLD which is 70% of the domestic water demand

2.3 How much of water requirement can be me

wastewater? (Give the details of quantities, sources and usage)

It is expected that 477 KLD of

phase. Wastewater will be treated in the STP provided within the

KLD of recoverable water from STP

will become surplus and will be discharged to

2.4 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 not be any diversion of water from other users.

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

region.

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

proposed activity? (Give details of the quantitie

generated from the proposed activity)

Approximately, 477 KLD (@

sullage will be generated during the oper

generated will be treated in well-

The following are the input characteristics of the waste water:

Sullage Details

(a) Daily load

(b) Duration of flow to


Form IA

During construction phase water will be supplied by HUDA (treated water), whereas during

water supply will be provided by HUDA. Total water requirement is approx.

omestic water requirement is 555 KLD. Fresh water requirement is

KLD which is 70% of the domestic water demand.

much of water requirement can be met from the recycling of treated

wastewater? (Give the details of quantities, sources and usage)

of sullage shall be generated from project site during operation

astewater will be treated in the STP provided within the complex generating

of recoverable water from STP which will be recycled within the project

discharged to Sewer Line.

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 not be any diversion of water from other users. Rise in water demand is a local


What is the incremental pollution load from wastewater generated from the

proposed activity? (Give details of the quantities and composition of wastewater

generated from the proposed activity).

(@ 80% of the fresh water consumed+ 100% flushing water

will be generated during the operational phase from domestic use. This wastewater

-designed sewage treatment plant based on SBR

The following are the input characteristics of the waste water:

: 477 KLD

of flow to STP : 24 hours

Form IA

12

whereas during

al water requirement is approx.

Fresh water requirement is

t from the recycling of treated

shall be generated from project site during operation

complex generating 382

be recycled within the project but 192 KLD

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

Rise in water demand is a local


What is the incremental pollution load from wastewater generated from the

s and composition of wastewater

% flushing water)

This wastewater

SBR technology.


(c) Temperature

(d) pH

(e) Colour

(f) T.S.S. (mg/l)

(g) BOD5 (mg/l)

(h) COD (mg/l)

(i) Oil and Grease (mg/l)

b. Final discharge characteristics

(a) pH

(b) Oil & Grease

(c) B.O.D.

(d) C.O.D.

(e) Total Suspended Solids

2.6 Give details of the water

details of the facilities created.

Calculations for storm water load

Roof-top area = Ground Coverage =

Green Area (excluding water body) Paved Area = Net Plot Area – (Roof= 7809.38m2

Roof-top Area = 7151.5× 0.045 × 0.8 = 257.45 m

Green Area = 4072 × 0.045 × 0.1 = 18.32 m

Paved Area = 7809.38 × 0.045 × 0.7 = 246 m

Total Runoff Load = 257.45+ 18.32 + 246 m

= 521.78 m3/hr Taking 15 minutes Retention Time, Total volume of storm water = 521.78/4 =130.44 m


Form IA

: Maximum 32oC

: 7.5 to 8.5

: Mild

: 250-400 mg/l

: 250-400 mg/l

: 600-800 mg/l

Oil and Grease (mg/l) : 50-100 mg/l

Final discharge characteristics

: 6.0 to 8.0

: <5mg/l

: <10 mg/l

: <30 mg/l

Total Suspended Solids : <10 mg/l

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


top area = Ground Coverage = 7151.57m2

(excluding water body) = 4072 m2

(Roof-top Area + Green Area + water body area)

× 0.045 × 0.8 = 257.45 m3/hr

× 0.045 × 0.1 = 18.32 m3/hr

Paved Area = 7809.38 × 0.045 × 0.7 = 246 m3/hr

257.45+ 18.32 + 246 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 521.78/4 =130.44 m

Form IA

13

from water harvesting? Furnish

top Area + Green Area + water body area)

Taking 15 minutes Retention Time, Total volume of storm water = 521.78/4 =130.44 m3/hr


Taking the effective dia. and depth of a Recharge pit 3 m and 4 m respectively, Volume of a

single Recharge pit = π r2h= 3.14

Hence No. of pits required = 130.44 /28.26 = 4.61 or say

Figure 3: Typical

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

the runoff characteristics (quantitative as well as

construction phase on a long term basis?

water logging in any way?


Form IA


h= 3.14 × 1.5 × 1.5 × 4 = 28.26 m3

Hence No. of pits required = 130.44 /28.26 = 4.61 or say 5 Pits

Typical Rain Water Harvesting Pit with dual bore

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

istics (quantitative as well as qualitative) of the area in the post

a long term basis? Would it aggravate the problems of flooding or

Form IA

14


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

qualitative) of the area in the post

Would it aggravate the problems of flooding or


The project will include paved areas and thus the runoff from the plot 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 drain

collected into rainwater harvesting

is expected to improve due to paved areas

2.8 What are the impacts of the proposal on the ground water? (will

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

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

freshwater demand and hence the groundwater stress,

landscaping, flushing& rest surplus water

2.9 What precautions/ measures have been proposed to check the surface run

well as uncontrolled flow of water into any water body?

The following management measures are suggested to protect the water quality

Avoid excavation during mon

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.

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

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

minimize water pollution.


Form IA



storm water drainage will be provided. The runoff will finally be

collected into rainwater harvesting pits for groundwater recharging. The quality of the

is expected to improve due to paved areas.

What are the impacts of the proposal on the ground water? (will there be tapping


approvals obtained from competent authority, if any)

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


freshwater demand and hence the groundwater stress, treated water will be used for

rest surplus water i.e. 192 KLD will be discharged to Sewer

measures have been proposed to check the surface run

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.



entering the water bodies.

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


oil/grease handling area would be kept effectively impervious.

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


minimize water pollution.

Form IA

15



age will be provided. The runoff will finally be

. The quality of the runoff

there be tapping


on this account as


er will be used for

Sewer Line.

measures have been proposed to check the surface run-off, as

are:



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


rm water, prohibition of equipment wash downs, and



2.10 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 mus

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

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.

2.11 Will the deployment of construction laborers

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.

generated will be collected in septic tanks.

2.12 What on-site facilities are provided for the collection, treatment & safe disposal

of sewage? (Give details of the quantities of wastewater generation, trea

with technology & facilities for recycling and disposal).

It is expected that the project will generate approx

treated in the STP provided within the


Form IA

How is the storm water from within the site managed? (State the provisions made

id flooding of the area, details of the drainage facilities provided along with a site

layout indication contour levels).


proper management of this resource is a must to ensure that it is free of contamination. A



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.

spections to ensure cleanliness.


t traps in storm water drains.

Good housekeeping in the above areas.

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


s will be employed during the construction phase and thus negligible

quantities of wastes will be generated. Mobile toilets will be provided and the wastewater

septic tanks.

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).

It is expected that the project will generate approx. 477 KLD of sullage. The sullage

treated in the STP provided within the project generating 382 KLD of recoverable

Form IA

16

How is the storm water from within the site managed? (State the provisions made

id flooding of the area, details of the drainage facilities provided along with a site


t to ensure that it is free of contamination. A



system of adequate capacity


particularly in the peak period lead


s will be employed during the construction phase and thus negligible

toilets will be provided and the wastewater

site facilities are provided for the collection, treatment & safe disposal

tment capacities

sullage will be

of recoverable/treated


water from STP which will be recycled within the project

be discharged to Sewer Line.

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

or any other use.

Dual plumbing system that utilizes separate piping systems for

wastewater will be adopted for the project.

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

No ecologically sensitive area falls

threat has been anticipated.

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

(Provide a detailed account of the trees

The project does not support any significant vegetation.

multilayered peripheral greenbelt of native plant species

region and also provide an excellent

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

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

creation of water bodies etc along with a layout plan

Green belt will be developed along the periphery of the project premises along with the

internal parks and lawns. Approx.

green belt and organized green spaces

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.


Form IA

water from STP which will be recycled within the project. Surplus treated water

plumbing system if treated waste used for flushing of toilets

utilizes separate piping systems for freshwater and

r the project.

Is there any threat of the project to the biodiversity? (Give a description of the

local ecosystem with its unique features, if any).

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

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 support any significant vegetation. It is proposed to develop

multilayered peripheral greenbelt of native plant species to enhance the aesthetic value of the

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

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

features (Give details of proposal for tree plantation, landscaping

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


Approx. 4072 m2 i.e. 20.0 % of the plot area will be developed as

spaces.

Is there likely to be any displacement of fauna both terrestrial and aquatic or

creation of barriers for their movement? Provide the details.

Form IA

17

Surplus treated water 192KLD will

plumbing system if treated waste used for flushing of toilets

freshwater and recycled

Is there any threat of the project to the biodiversity? (Give a description of the

no ecological/biological

Will the construction involve extensive clearing or modification of vegetation?

tation affected by the project)

It is proposed to develop a

enhance the aesthetic value of the

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

features (Give details of proposal for tree plantation, landscaping

to an appropriate scale?)


will be developed as

Is there likely to be any displacement of fauna both terrestrial and aquatic or


No. The existing land use around the site

species. The multilayered peripheral green

fauna.

4.2 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 avifaun

planting of fruit bearing trees in the proposed greenbelt will

population.

4.3 Prescribe measures such as corridors, fish ladders etc

impacts on fauna.

Not applicable.

5. AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat

islands? (Give details of background air quality levels with predict

dispersion models taking into account the increased traffic generation as a result of the

proposed construction).

As the project is a construction project v

pollution in addition to DG set. Q

will depend upon the following:

Volume of traffic on the roads,

Meteorological conditions.

Emission sources from D.G. Sets.

From vehicular emissions, PM, NO

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

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


Form IA

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

multilayered peripheral green belt will provide an excellent habitat for the native

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

planting of fruit bearing trees in the proposed greenbelt will be an attraction to the local bird

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

AIR ENVIRONMENT

Will the project increase atmospheric concentration of gases & result in heat

islands? (Give details of background air quality levels with predicted values based on


truction project vehicular emissions will be major source of air

pollution in addition to DG set. Quantum and dispersion of pollutants form vehicular emission

Volume of traffic on the roads,

Meteorological conditions.

Emission sources from D.G. Sets.

NO2 and CO are pollutants of primary concern. The dispersion



Form IA

18

habitat for wild

will provide an excellent habitat for the native

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

a of the area. However,

be an attraction to the local bird

to mitigate adverse

AIR ENVIRONMENT

Will the project increase atmospheric concentration of gases & result in heat

ed values based on


ehicular emissions will be major source of air

uantum and dispersion of pollutants form vehicular emission

cern. The dispersion




vehicular emissions in ambient air quality will be

National Ambient. At higher wind speed dispersion will be faster.

Mitigation Measures: The group housing project

premises of the project site and along the internal road, which wi

movement of pollutants and help in pollution control

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

the present level of transport infrastructure and measures proposed for improvement

including the traffic management at the entry and exit to the project site.

Adequate provision will be made

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

movement at the site.

Parking Required:

As per MoEF norms:

For Residential Purposes = 1 ECS/100 m

= 43327.45/100 = 433.27 or 433ECS

Total Parking required as per MoEF

As per Haryana bye-laws:

As per approved zoning plan two wheelers parking to be provided @ 1 per dwelling unit

= 792 x 1 = 792 two wheelers

Total Parking required Haryana bye

S.No Particular Parking

3 Stilt Parking

4. Open Parking

Total


Form IA

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

National Ambient. At higher wind speed dispersion will be faster.

group housing project will develop a green belt inside the

premises of the project site and along the internal road, which will work as barrier for the

movement of pollutants and help in pollution control.

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


including the traffic management at the entry and exit to the project site.

made for car/vehicle parking at the project site. There shall also be

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

For Residential Purposes = 1 ECS/100 m2 of proposed FAR

ECS

as per MoEF Norms = 433 ECS


Haryana bye-laws: = 792 two wheelers

Table 7: Parking Proposed Details

Area proposed for

Parking(in m2)/DU

Area

required in

m2

Two wheeler

Parking

Proposed

7387.43 25

5643.49 30

484

Form IA

19

marginal but well within the stipulated

will develop a green belt inside the

ll work as barrier for the

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


. There shall also be



Two wheeler

Parking

Proposed

296

188

484 ECS


Parking proposed as per the approved Zoning Plan (parking for the cars

permitted as per the zoning plan only two wheeler parking are provided.)

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

the project.

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

sources and the measures proposed for mitigation of the above.

No significant impact of noise has

provision of wide roads for smooth flow of traffic and

the traffic, within site, will result in a marginal increase i

control measures shall be provided in vehicles & DG sets as

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 operation, vehicular movement and

noise pollution. But both these activities

significant impact on the people residing in the area. Since

continuously and moreover it will be placed away from residential settlements and will be

enclosed with suitable enclosures, hence no or minimal impact will be anticipated. 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:


Form IA

Parking proposed as per the approved Zoning Plan (parking for the cars


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

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

width, footpaths/pedestrian pathways have been well planned for

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

sources and the measures proposed 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 greenbelt along the roads. Noise,

the traffic, within site, will result in a marginal increase in the noise levels because noise

vided in vehicles & DG sets as mentioned below

cause slight increase in noise level.

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

bient air quality around the project site? Provide details.

vehicular movement and operation of DG sets are the major sources of

noise pollution. But both these activities- DG set and vehicular movement will not have any

t on the people residing in the area. Since DG set will not be operational



visaged that the movement of the motor vehicles will be restricted to designated

Impacts on Air Quality due to DG Sets:

Impacts on ambient air during operation phase would be due to emissions from the stacks

only during grid power failure.

Mitigation Measures for Impacts of DG Sets on Ambient Air Quality:

Form IA

20

Parking proposed as per the approved Zoning Plan (parking for the cars are not

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

, footpaths/pedestrian pathways have been well planned for

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

side of the project site due to

reenbelt along the roads. Noise, due to

n the noise levels because noise

mentioned below, which will

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

are the major sources of

DG set and vehicular movement will not have any

DG set will not be operational



visaged that the movement of the motor vehicles will be restricted to designated

Impacts on ambient air during operation phase would be due to emissions from the stacks


• Back up DG sets will comply with the

• 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.

Noise Control Measures for DG sets:

• DG sets will be installed in the basement

• DG room will be provided with acoustic lining / treatment to insure 25 dB (A) insertion

loss as per the regulations.

• Adequate exhaust mufflers will be provided as per norms to limit the noise.

6. AESTHETICS

6.1 Will the proposed 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 site lies in an urbanized settlement and is well planned

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

such a way that the organized open spaces and landscaped areas

aesthetically appealing.

6.2 Will there be any advers

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


Form IA

Back up DG sets will comply with the applicable emission norms.

Adequate stack height for DG sets will be provided as per norms.

will be used only during power failure.

Monitoring of emissions from DG sets and ambient air quality will be carried out as per

Noise Control Measures for DG sets:

DG sets will be installed in the basement to minimize the impact on ambient noise.

DG room will be provided with acoustic lining / treatment to insure 25 dB (A) insertion

Adequate exhaust mufflers will be provided as per norms to limit the noise.

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


The site lies in an urbanized settlement and is well planned. Thus, no obstruction of view or


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

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

structures? What are the considerations taken into account?

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

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

Form IA

21

Monitoring of emissions from DG sets and ambient air quality will be carried out as per

to minimize the impact on ambient noise.

DG room will be provided with acoustic lining / treatment to insure 25 dB (A) insertion

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


no obstruction of view or


will render the plot

e impacts from new constructions on the existing

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


The project will strictly follow the Area Building Regulation 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.

7. SOCIO-ECONOMIC ASPECTS

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

population? Provide the details.

No such changes anticipated.

Construction phase: Since local labourers 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

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

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

The area around the project is surrounded by local land area

man-made land uses like hospitals, schools, places of worship, community facilities include

Dr. Manu Memorial Hospital which is

World School which is 1.26 km

km (NNE) from project site.

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

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


Form IA



adhered to.

any anthropological or archaeological sites or artifacts nearby? State if



MIC ASPECTS

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

population? Provide the details.

Since local labourers will be engaged during construction phase,

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

The changing demography in the area is another impact that needs

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

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

Give details of the existing social infrastructure around the project.

The area around the project is surrounded by local land area. Areas occupied by sensitive

hospitals, schools, places of worship, community facilities include

which is 1.25 km (N) away from the project site;

6 km (NNW) from project site; Shri Krishan Mandir

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

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

Form IA

22



any anthropological or archaeological sites or artifacts nearby? State if



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

Since local labourers will be engaged during construction phase,

The changing demography in the area is another impact that needs

local population and hence

. Areas occupied by sensitive

hospitals, schools, places of worship, community facilities include

away from the project site; Smart Kid

Mandir which is 1.72

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


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

vicinity of the project site. Hence, no adverse impact in this regard is anticipated. Rather, this

phase will generate jobs that relate to unskilled,

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

improving the quality of life. A

economy.

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.


Form IA

There are no religious sites or archeological monuments of

. 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


project will provide state-of-the-art housing facility in the area, thereby

improving the quality of life. A residential project of such scale will also boost the local

BUILDING MATERIALS

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




are manufactured through energy efficient processes.

dling of materials during construction may results in


Mitigation Measures for Air Pollution during Construction Stage:

Construction materials will be suitably covered with tarpaulin cover etc during

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:

engineering control of noise will be implemented.

Form IA

23

There are no religious sites or archeological monuments of in the

. Hence, no adverse impact in this regard is anticipated. Rather, this

as well as skilled labour


art housing facility in the area, thereby

project of such scale will also boost the local

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




dling of materials during construction may results in


Construction materials will be suitably covered with tarpaulin cover etc during

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

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


• 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, earmuff / earplug sha

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 don

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

achieved?

Yes, for road construction fly-ash will be utilized.

outside sources and will be used as fillers i

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

biodegradable. Biodegradable waste and

separate bins. Biodegradable waste will be treated in the project premises by

converter. The recyclable waste

segregation, collection and storage will be prepared as per

(Management and Handling) Rules, 2000 and

9. ENERGY CONSERVATION

9.1 Give details of the powe

What is the energy consumption assumed per square foot of built

you tried to minimize energy consumption?


Form IA

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, earmuff / earplug shall be given 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.

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

ash will be utilized. Recycled materials will be bought from

outside sources and will be used as fillers in base and sub-base of the carriageway, footpaths

, as needed.

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

Biodegradable waste and non-biodegradable waste will be collected in

separate bins. Biodegradable waste will be treated in the project premises by Organic waste

wastes will be sent off to recyclers. Proper guideline

segregation, collection and storage will be prepared as per Municipal Solid Wastes

(Management and Handling) Rules, 2000 and its amendments.

ENERGY CONSERVATION

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?

Form IA

24

Isolation of noise generation sources and temporal differentiation of noise generating

ll be given to the workers

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

e to minimise such impact.

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

ecycled materials will be bought from

base of the carriageway, footpaths

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

will be segregated into biodegradable waste and non-

waste will be collected in

Organic waste

Proper guidelines for

Municipal Solid Wastes

r requirements, source and supply, backup source etc.

up area? How have


The power supply shall be supplied by Uttar Haryana Bijli


sets of total 500 KVA (2x 250 KVA) capacity for power back up in the project. The DG sets

will be equipped with acoustic enclosure to minimize noise

height for proper dispersion.

• Minimum 50% of street lights

• Solar water heater

• All external lighting shall be BEE star rated

• All internal lighting shall be BEE star rated and solar lit, at least to an

• All common spaces including street lights (where there is no use of light for reading

purposes), shall be of “LED”.

• Solar street light controllers will be used for automatic dusk to dawn operation of street

lights.

• Traffic light, blinkers, direction signage, based on LEDs shall be powered by solar.

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


back up in the project. The DG sets


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

its characteristics related to both short wave

The project, being an Affordable

glass having U-value of 5.40 to 5

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

Illustrate the applications made in the project.


Form IA

The power supply shall be supplied by Uttar Haryana Bijli Vitran Nigam (UHBVN

connected load for the Project will be approx. 2887.80 KW. There is provision of 2 no. of DG


will be equipped with acoustic enclosure to minimize noise generation and adequate stack

street lights will be solar supported.

ighting shall be BEE star rated.

All internal lighting shall be BEE star rated and solar lit, at least to an extent of 25%.

All common spaces including street lights (where there is no use of light for reading

purposes), shall be of “LED”.

Solar street light controllers will be used for automatic dusk to dawn operation of street

direction signage, based on LEDs shall be powered by solar.

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




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?

an Affordable Group Housing Colony, will involve uses of

0 to 5.49.

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

applications made in the project.

Form IA

25

Vitran Nigam (UHBVN). The

There is provision of 2 no. of DG


generation and adequate stack

extent of 25%.

All common spaces including street lights (where there is no use of light for reading

Solar street light controllers will be used for automatic dusk to dawn operation of street

direction signage, based on LEDs shall be powered by solar.


will be equipped with acoustic enclosure to minimize

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

, will involve uses of clear & tinted

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


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

spaces. Pergolas, projections, façade elements, metal louvers will 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

harnessed to meet various energy requirements of the project such as:

• Solar street lights.

• Solar water heaters

9.6 Is the shading effectively used to reduce cooling

have been used to maximize the shading of walls on the East and the West and the

How much energy saving has been effected?

Pergolas, projection, façade elements, metal louvers will 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

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.

The walls and rooms will be insulated

designed building structures will allow

Conservation Building Code 2007 will be

and openings. Only prescribed quality of glasses will be used.


Form IA



e building and thus reduce the air conditioning loads.

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


building complex? Substantiate with details.


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

us energy requirements of the project such as:

ectively 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

How much energy saving has been effected?



s use energy-efficient space conditioning, lightening and



chillers? Provide specifications.

insulated such that air conditioning load is reduced

building structures will allow natural light to enter. Measures prescribed in Energy

Conservation Building Code 2007 will be adopted to reduce the heat influx by walls, roofs

and openings. Only prescribed quality of glasses will be used.

Form IA

26



e building and thus reduce the air conditioning loads.

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



Solar energy will be

/heating lands? What principles

have been used to maximize the shading of walls on the East and the West and the Roof?



efficient space conditioning, lightening and



reduced. Well-

to enter. Measures prescribed in Energy

adopted to reduce the heat influx by walls, roofs


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

Provide a self-assessment on likely impacts of the p

heat island & inversion effects?

Heat emissions from the proposed 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 in the

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 bui

external walls and (c) fenestration? Give details of the material used and the U value or

the R values of the individual components.

The roof tops of the buildings will be planned with puffing/bricks bat coba for water proofing

and reflective tiles.

External wall-external opening will have regular door windows with slightly tinted glass.

Regular walls have some cladding

9.10 What precautions & safety measures are proposed against fire h

details of emergency plans.

Firefighting measures shall be adopted as per the guidelines of NBC. External yard hydrants

installed around all buildings in the

(weather proof). All external yard hydrants shall be at

level as per NBC at a distance of

such that no portion of any building is more than 45 m from a hydrant and the external

hydrants are not vulnerable to mechanical or vehicular damage.


Form IA

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

on likely impacts of the proposed construction on creation of

heat island & inversion effects?


Heat absorbed from the paved and concrete structures

Heat generated from equipment/appliances

Heat increase due to population increase in the housing project.


open areas provided within the project area.

What are the thermal characteristics of the building envelope? (a) Roof (b)


the R values of the individual components.


external opening will have regular door windows with slightly tinted glass.

egular walls have some cladding/fixture paints.

What precautions & safety measures are proposed against fire hazards?


installed around all buildings in the project and galvanized steel fire hose boxes/cabinet

external yard hydrants shall be at one meter height from finished ground

level as per NBC at a distance of 45 m along the road. External fire hydrants shall be located


hydrants are not vulnerable to mechanical or vehicular damage.

Form IA

27

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

roposed construction on creation of



lding envelope? (a) Roof (b)



external opening will have regular door windows with slightly tinted glass.

azards? Furnish


and galvanized steel fire hose boxes/cabinet

one meter height from finished ground

m along the road. External fire hydrants shall be located



Fire hydrant system will be provided within th

areas will be provided and the building structures will be planned as per NBC

kg fire extinguishers will be provided

be provided.

Disaster Management Plan

PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS:

• Project is planned to reduce the impact of disasters and to encourage recovery.

• A disaster management cell would be established which will take care of post disaster

scenario.

• It would be a volunteer kind of set

eventuality.

• Management and maintenance agency will prepare an integrated, comprehensive

management plan.

PRECAUTION & MITIGATORY METHODS TO PREVENTDISASTERS:

(Earthquake Management)

• At the time of designing and constructing the building due care would be taken to have

earthquake resistant structures which will conform to IS 1983.

• New systems and devices using non

developed to reduce the earthquake forces acting on structure.


(Fire Hazard)

• Fire safety would be taken into account and would follow all the safety norms and

regulations as per the NBC and other related Indian S

• All electrical cables would be underground and sophisticated modern electrical

distribution system to reduce risk of fire.

• Special firefighting equipment

automatic Sprinkler System etc. would be installed as per the NBC standards.


Form IA

Fire hydrant system will be provided within the buildings, fire escape staircases and refuge

areas will be provided and the building structures will be planned as per NBC.

kg fire extinguishers will be provided for class A, B, and C fires. CO2 extinguishers will also


is planned to reduce the impact of disasters and to encourage recovery.

A disaster management cell would be established which will take care of post disaster

would be a volunteer kind of set-up and professionals can also be hired in case of

anagement and maintenance agency will prepare an integrated, comprehensive


At the time of designing and constructing the building due care would be taken to have

earthquake resistant structures which will conform to IS 1983.

New systems and devices using non-conventional civil engineering materials would be

to reduce the earthquake forces acting on structure.


Fire safety would be taken into account and would follow all the safety norms and

regulations as per the NBC and other related Indian Standards.

All electrical cables would be underground and sophisticated modern electrical

distribution system to reduce risk of fire.

firefighting equipment like Automatic Fire Detection and alarm system,


Form IA

28

e buildings, fire escape staircases and refuge

In addition, 10

extinguishers will also


is planned to reduce the impact of disasters and to encourage recovery.

A disaster management cell would be established which will take care of post disaster

up and professionals can also be hired in case of

anagement and maintenance agency will prepare an integrated, comprehensive


At the time of designing and constructing the building due care would be taken to have

conventional civil engineering materials would be


Fire safety would be taken into account and would follow all the safety norms and

All electrical cables would be underground and sophisticated modern electrical

like Automatic Fire Detection and alarm system,



• Risk assessment with onsite

and other emergency conditions.

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

including emissivity and thermal characteristics.

The project being a Group Housing

fenestration with U-factors, SHGC, or

labeled in accordance ISO 15099 shall be adopted.

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

natural ventilation.

9.13 To what extent the non

overall energy consumption? Provide details of the renewable energy tech

Solar energy will be variedly used as:

Solar street lights.

Solar water heater

CFLs will be used in buildings to minimize the energy consumption.

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

cooling and will reduce the load on conventional energy sources.

10. 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 constructi

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


Form IA

onsite disaster management plan will be specified to fire, smoke

and other emergency conditions.

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

including emissivity and thermal characteristics.

oup Housing Colony will not involve use of glass as wall

factors, SHGC, or visible light transmittance determined, certified

labeled in accordance ISO 15099 shall be adopted.

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

are mitigating the effects of infiltration.

centrally air conditioned and hence there will be provision for ample

To what extent the non–conventional energy technologies are utilized in the

overall energy consumption? Provide details of the renewable energy technologies used.

Solar energy will be variedly used as:



and will reduce the load on conventional energy sources.

ENVIRONMENT MANAGEMENT PLAN


component of the environment due to the activities increased during the constructi



Form IA

29

disaster management plan will be specified to fire, smoke

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

involve use of glass as wall material. All

light transmittance determined, certified and

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

and hence there will be provision for ample

conventional energy technologies are utilized in the

nologies used.




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




compliance of various environmental regulations. It will state the

emergency such as accidents at the sites including fire. The detaile

given below:

10.1 Environmental Management Plan

The Environment Management Plan (EMP) is a site specific plan developed to ensure

project is implemented in an environmental sustainable manner where all contractors and

subcontractors, including consultants, understand the potential environmental risks arising

from the project and take appropriate actions to properly manage th

that the project implementation is carried out in accordance with the design by taking

appropriate mitigation actions to reduce adverse environmental impacts during its life cycle.

The plan outlines existing and potential problems

and recommends corrective measures where required. Also, the plan outlines roles and

responsibility of the key personnel and contractors who will be in

responsibilities to manage the project site.

10.1.1 The EMP is generally

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

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

A process that confirms proper operation through supervision and mo

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

benefits include cost control and improved relations with the stakeholders.

EMP includes four major elements


Form IA

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. The detailed EMP for the project

Environmental Management Plan

The Environment Management Plan (EMP) is a site specific plan developed to ensure



from the project and take appropriate actions to properly manage that risk. EMP also ensures



The plan outlines existing and potential problems that may adversely impact the environment


responsibility of the key personnel and contractors who will be in-charge of the

responsibilities to manage the project site.



A process that confirms proper operation through supervision and monitoring


A plan that ensures remedial measures is implemented immediately.



benefits include cost control and improved relations with the stakeholders.

EMP includes four major elements:

Form IA

30

steps to be taken in case of

d EMP for the project is

The Environment Management Plan (EMP) is a site specific plan developed to ensure that the



at risk. EMP also ensures



that may adversely impact the environment


charge of the



nitoring





Commitment & Policy: The management will strive to

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

record keeping.

It is suggested that as part of the EMP, a monitoring

Victory Buildestates Pvt. Ltd. c

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 im

project and remediation measures are summarized below


Form IA

: The management will strive to provide and implement the


: This includes identification of environmental impacts, legal requirements

and setting environmental objectives.

This comprises of resources available to the developers,



Measurement & Evaluation: This includes monitoring, counteractive actions and

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

comprising of the site in-charge/coordinator, environmental



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

project and remediation measures are summarized below in Table 13.

Form IA

31

provide and implement the


: This includes identification of environmental impacts, legal requirements

This comprises of resources available to the developers,



monitoring, counteractive actions and

committee would be formed by M/s

charge/coordinator, environmental



pacts arising, out of the


TABLE 9: SUMMARY OF POTENTIAL IMPACTS AND

S.No. Environmental

components

Potential

Impacts

Potential Source of

Impact

1. Ground Water

Quality

Ground Water

Contamination

Construction Phase

Operation Phase

2. Ground Water

Quantity

Ground Water

Depletion

Construction Phase

Operation Phase


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32

SUMMARY OF POTENTIAL IMPACTS AND REMEDIAL MEASURES

Potential Source of

Impact

Controls Through

EMP & Design

Impact Evaluation

Construction Phase

Sullage 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 Group

Housing Colony.

No negative impact

on ground water

quality envisaged.

Not significant.

Construction Phase

Ground water will not

be used during the

construction

Not Applicable No significant

impact on

water quantity

envisaged.

Operation Phase Rain water harvesting No significant

REMEDIAL MEASURES

Impact Evaluation Remedial Measures

significant

impact as majority of

labors would be

locally deployed

No negative impact

on ground water

quality envisaged.

Not significant.

No significant

impact on ground

water quantity

envisaged.

No significant In an unlikely event of non


3. Surface Water

Quality

Surface water

contamination

Construction Phase


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33

The source of water

during operation phase

is through HUDA

scheme.

Black and Grey

water treatment and

reuse.

Storm water

collection for water

harvesting.

Percolation well to

be introduced in

landscape plan.

Awareness

Campaign to reduce the

water consumption

impact on

surface/ground water

quantity envisaged.

Construction Phase

Surface runoff from site

during construction

Silt traps and other

measures such as

additional onsite

No off-site impact

envisaged as no

surface water

impact on

surface/ground water

quantity envisaged.

availability of water supply,

water will be brought using

tankers.

site impact

envisaged as no

surface water


Operation Phase

4. Air Quality Dust Emissions Construction Phase

Emissions of

PM, SO2, NO2

and CO

Construction Phase


Form IA

34

activity. diversion ditches will

be constructed to

control surface run-off

during site development

receiving body is

present in the core

zone.

Operation Phase

Discharge of domestic

wastewater to STP.

Sewage will be

treated in STP

No off-site impact

envisaged

Construction Phase

All heavy construction

activities

Suitable control

measures will be

adopted for mitigating

the PM 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

techniques

Construction Phase

Operation of

construction equipment

Rapid on-site

construction and

improved maintenance

Not significant.

receiving body is

present in the core

site impact

envisaged

Excess of water will be

discharged toSewer line.

Not significant

because dust

generation will be

temporary and will

settle fast due to dust

suppression

techniques.

During construction phase

the contractors are advised to

facilitate masks for the

labors. Water sprinklers will

be used for suppression of

dust during construction

phase.

Not significant. Regular monitoring of

emissions and control

measures will be taken to


Operation Phase


Form IA

35

and vehicles during site

development.

Running D.G. set (back

up)

of equipment

Operation Phase

Power generation by

DG Set during power

failure

Emission from vehicular

traffic in use

Use of low sulphur

diesel if available

Providing Footpath

and pedestrian ways

within the site for the

residents

Green belt will be

developed with specific

species to help to

reduce PM level

Use of equipment

fitted with silencers

Not significant

DG set

used as power back

up (approx 6

No significant

increase in

air quality

expected from the

project’s activities.

There are no

sensitive receptors

reduce the emission levels.

Use of Personal Protective

Equipment (PPE) like

earmuffs and earplugs during

construction activities

Not significant.

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

Stack height of DG

set above the tallest

building as per CPCB

standards


5. Noise

Environment

Construction phase

Operation Phase


Form IA

36

Proper maintenance of

equipment

located within the

vicinity of site.

Construction phase 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

Operation Phase

Noise from vehicular

movement

Noise from DG set

Green Belt

Development

Development of

silence zones to check

the traffic movement

DG set rooms

No significant

impact due to

suitable width of

Greenbelt.

located within the

vicinity of site.

No significant

impact due to

suitable width of

Greenbelt.


6. Land

Environment

Soil

contamination

Construction Phase

Operatio


Form IA

37

operation will be equipped with

acoustic enclosures

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 waste

Used oil generated

It is proposed that

the solid waste

generated will be

managed as per MSW

Rules, 2000.

Since solid waste is

handled by the

authorized agency,

waste dumping is

not going to be

No significant

Impact will be

local, as waste

generated will be

reused for filling of

low lying areas etc.

Since solid waste is

handled by the

authorized agency,

waste dumping is

not going to be


7. Biological

Environment

(Flora and

Fauna)

Displacement

of Flora and

Fauna on site

Construction Phase


Form IA

38

from D.G. set 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

allowed. Not

significant.

Negligible impact.

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

allowed. Not

significant.

Negligible impact.

The site has shrubs

vegetation


Operation Phase

8. Socio-

Economic

Environment

Population

displacement

and loss of

income

Construction Phase

Operation Phase


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39

Operation Phase

Increase in green

covered area

Suitable green belts

will be developed as

per landscaping plan

in and around the site

using local flora

Beneficial impact.

Construction Phase

Construction activities

leading to relocation

Residential

zone as per approved

zoning plan.

No negative impact.

Operation Phase

Site operation

Project will

provide employment

opportunities to the

local people in terms

of service personnel

Beneficial impact

Beneficial impact.

No negative impact.

Beneficial impact


9. Traffic Pattern Increase of

vehicular

traffic

Construction Phase

Operation Phase


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40

(guards, securities,

gardeners etc)

Providing

quality-Integrated

infrastructure.

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 project is

operational

Vehicular

movement will be

regulated inside the

project with adequate

roads and parking lots

in the group housing

No major

significant impact

as green

developed which

will help in

minimizing the

No negative impact

No major

significant impact

belt will be

developed which

will help in

minimizing the



Form IA

41

Colony. impact on

environment.

impact on

environment.


10.2 ENVIRONMENT MANAGEMENT PLAN

An Environmental Management Plan

environmental impacts during construction and operation phase of the project and these are

discussed in later subsections.

10.2.1 EMP for Air Environment

Construction Phase

To mitigate the impacts of PM

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 materi

transport, especially if material is transported off

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

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 r

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


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MANAGEMENT PLAN

Environmental Management Plan (EMP) will be required to mitigate the predicted adverse


nment

during the construction phase of the project, the following

measures are recommended for implementation:

Procedural changes to construction activities

effective dust suppressant is water because water is easily available on


sprinkler systems. Furthermore, incoming loads could be covered to avoid loss of materi

transport, especially if material is transported off-site.

Procedural Changes to Construction Activities

Construction equipment is commonly left idle while the operators are on


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



Significant emission reductions can be achieved through regular


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(EMP) will be required to mitigate the predicted adverse


during the construction phase of the project, the following

effective dust suppressant is water because water is easily available on


sprinkler systems. Furthermore, incoming loads could be covered to avoid loss of material in

Construction equipment is commonly left idle while the operators are on


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



eductions can be achieved through regular



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:

duration of traffic interference and therefore, will reduce emissions from traffic

Operation Phase

To mitigate the impacts of pollutants from DG set

phase of the Group Housing Project

implementation:

DG set emission control measures

Vehicular emission controls and alternatives

Greenbelt development

Diesel Generator Set Emission Control Measures

Adequate stack height will be maintain

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 emissio

housing project, 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.

Greenbelt Development

Increased vegetation in the form of greenbelt 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


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e established to encourage contractors to comply with regular

Site Construction Time: Rapid on-site construction would reduce the

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

of pollutants from DG set and vehicular traffic during the operational

Group Housing Project, following measures are recommended for

DG set emission control measures

ssion controls and alternatives


Diesel Generator Set Emission Control Measures

Adequate stack height will be maintained to disperse the air pollutants generat

to dilute the pollutants concentration within the immediate vicinity. Hence

no additional emission control measures have been suggested.

Vehicle Emission Controls and Alternatives

ill be properly maintained to reduce emission. As it is a

project, vehicles will be generally having “PUC” certificate.

Adequate footpaths and pedestrian ways would be provided at

polluting methods of transportation.



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e established to encourage contractors to comply with regular

site construction would reduce the

delay.

and vehicular traffic during the operational

, following measures are recommended for

to disperse the air pollutants generated from the

to dilute the pollutants concentration within the immediate vicinity. Hence

n. As it is a group

Adequate footpaths and pedestrian ways would be provided at




speed as well as allow the dust and other particulates t

reduce the noise level at large extent. The following table indicates various species of the

greenbelt that can be used to act as a barrier.

Table 10

S. No. Botanical name

1. Cassia fistula

2. Delonixregia

3. Bauhinia purpurea

4. B. Variegata

5. Lagerstroemia flosreginae

6. Grevillearobusta

7. Callistemon lanceolatum

8. Anthocephaluscadamba

9. Polyalthialongifolia

10. Putranjivaroxburghii

11. Sterculeaalata

12. Meliaazadirachta

13. Bassialatifolia

14. Cassia javancia

15. Alstoniascholaris

16. Micheliachampaca

17. Terminaliaarjuna

18. Ficusretusa

19. Saracaindica

20. Casuarinaequisetifolia


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speed as well as allow the dust and other particulates to settle on the leaves. It also helps to


greenbelt that can be used to act as a barrier.

Table 10: Green Belt Development

Botanical name Local name

Amaltas

Gulmohar

Bauhinia purpurea Kachnar

Kachnar

Lagerstroemia flosreginae Pride of India

Grevillearobusta Silk oak

Callistemon lanceolatum Bottle Brush

Anthocephaluscadamba Kadam

Polyalthialongifolia Ashok

Putranjivaroxburghii Putrajiv

Coconut Buddha

Meliaazadirachta Neem

Mahua

Pink Shower

Alstoniascholaris Devil Tree

Micheliachampaca Champak

Terminaliaarjuna Arjun

Ficus

Ashoka

quisetifolia Ironwood

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o settle on the leaves. It also helps to



21. Salix alba

22. Dalbergiasissoo

23. Kigeliapinnata

24. Poangamiaglabra

25. Erythrinaindica

26. Maducalatifolia

27. Ficusinfectoria

28. Cassia nodosa

ORNAMENTAL SHRUBS

29. Delonixpulcherima

30. Plumeria alba

31. Lagerstroemia indica

32. Ervatamiadivaricata

33. Nyctanthes arbor

34. Yellow duranta

35. Hibiscus hirusta

36. Cassia biflora

37. Neriumindicum

38. Cassia aungustifolia

39. Cassia glauca

(Source: Guidelines

10.2.2 EMP FOR NOISE ENVIRONMENT

Construction Phase

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

the site, the following measures are recommended for implementatio


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White Willow

Dalbergiasissoo Shisham

Sausage tree

Poangamiaglabra Karanja

Pangaar

Madhu

Pilkhan

Roheda

ORNAMENTAL SHRUBS

Delonixpulcherima Chhotagulmohar

Champa

Lagerstroemia indica Dhayti

Ervatamiadivaricata Chandni

Nyctanthes arbor-tristis Harsinghar

Skyflower

Hibiscus hirusta Costa Flores

Twin-flowered cassia

Kaner

Cassia aungustifolia Senna

Kalamona

: Guidelines for developing Green Belts by CPCB, 2000

EMP FOR NOISE ENVIRONMENT


the site, the following measures are recommended for implementation.

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for developing Green Belts by CPCB, 2000



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

Job Rotation and Hearing Protection:

on shift basis. Hearing protection such as earplugs/muffs will be pro

very close to the noise generating machinery.

Operation Phase

To mitigate the impacts of noise from diesel generator set

following measures are recommended:

Adoption of Noise emission control technologie


Noise Emission Control Technologies

The DG set room will be provided with acoustic enclosure to have minimum 25 dB(A)

insertion loss or for meeting the ambient noise standard whichever is on higher side as per E

(P) Act, GSR 371 (E) and its amendments

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

permissible limit for resident of the site and surrounding receptors.

Greenbelt Development

The following species can be used, as in a greenbelt, to serve as noise breakers:

Cassia fistula

Callistemon lanceolatus

Delonixregia

Gravelliaroubusta

Ficusbengalensis

10.2.3 EMP FOR WATER ENVIRONMENT

Construction Phase


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: Noisy construction equipment would not be allowed to use at night time

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

. Hearing protection such as earplugs/muffs will be provided to those working

very close to the noise generating machinery.

noise from diesel generator set during operational phase, the

following measures are recommended:

Adoption of Noise emission control technologies

Noise Emission Control Technologies



) and its amendments. It would be ensured that the manufacturer provides


the services area with 4 m high wall will reduce noise levels and ensure that noise

permissible limit for resident of the site and surrounding receptors.

The following species can be used, as in a greenbelt, to serve as noise breakers:

Callistemon lanceolatus

EMP FOR WATER ENVIRONMENT

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at night time.

Workers employed in high noise areas will be employed

vided to those working

during operational phase, the



It would be ensured that the manufacturer provides


the services area with 4 m high wall will reduce noise levels and ensure that noise is at a


To prevent degradation and to maintain the quality of the water source, adequate control

measures have been proposed. To check the surface run

water into any water body check dams with silt basins are proposed. The following

management measures are suggested to protect the water source being polluted during the

construction phase:

Avoid excavation during monsoon season

Care would be taken to avoid soil erosion

Common toilets will be constructed on site during construction phase and the waste

water would be channelized to the septic tanks in order to prevent waste water to

enter into the water bodies

Any area with loose debris within the site shall be planted

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

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

of oil and grease handling area would be kept effectively impervious. Any wash off

from the oil and grease handling area or workshop shall be drained through

imperious drains

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

prevention of soil loss and toxic release from the construction site are necessary

measure to be taken to minimize water pollution

All stacking and loading area will be provided with proper garland drains, equipped

with baffles, to prevent run off from the site, to enter into any water body

Operation Phase

In the operation phase of the project, w

taken, including all possible potential for rain water harvesting. Following measures will be

adopted:

Water source development

Minimizing water consumption

Water Source Development


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measures have been proposed. To check the surface run-off as well as uncontrolled flow of

water body check dams with silt basins are proposed. The following


Avoid excavation during monsoon season

Care would be taken to avoid soil erosion



enter into the water bodies

Any area with loose debris within the site shall be planted

prevent surface and ground water contamination by oil and grease, leak



oil and grease handling area or workshop shall be drained through



be taken to minimize water pollution


with baffles, to prevent run off from the site, to enter into any water body

In the operation phase of the project, water conservation and development measures will be


Water source development.

inimizing water consumption.

Form IA


off as well as uncontrolled flow of

water body check dams with silt basins are proposed. The following




prevent surface and ground water contamination by oil and grease, leak-proof



oil and grease handling area or workshop shall be drained through




with baffles, to prevent run off from the site, to enter into any water body.

ater conservation and development measures will be



Water source development shall be practiced by installation of scientifically designed Rain

Water Harvesting system. Rainwater harvesting promotes self

appreciation for water as a resource.

Minimizing Water Consumption

Consumption of fresh water will be minimized by combination of water saving devices and

other domestic water conservation measures. Further, to ensure ongoing water conservation, an

awareness program will be introduced for the residents. The following section discusses the

specific measures, which shall be implemented:

Domestic and Commercial Usage

Use of water efficient plumbing fixtures (ultra

efficient dishwashers and washing machines). Water

less water with no marked reduction in

Leak detection and repair techniques

Sweep with a broom and pan where possible, rather than hose down for external areas

Meter water usage: Implies measure

Monitoring of water uses is a precursor for management

Horticulture

Drip irrigation system shall be used for the lawns and other green area. Drip irrigation

can save 15-40% of the water, compared with other watering techniques

Plants with similar water requirements s

precipitation heads and emitters.

Use of low-angle sprinklers for lawn areas.

Select controllers with adjustable watering sc

for seasonal variations and calibrate them during c

Place 3 to 5 inches of mulch on planting beds to minimize evaporation.


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pment shall be practiced by installation of scientifically designed Rain

Water Harvesting system. Rainwater harvesting promotes self-sufficiency and fosters an

appreciation for water as a resource.

Minimizing Water Consumption

will be minimized by combination of water saving devices and



measures, which shall be implemented:

Domestic and Commercial Usage

Use of water efficient plumbing fixtures (ultralow flow toilets, low flow sinks, water

s and washing machines). Water efficient plumbing fixtures uses

er with no marked reduction in quality and service

Leak detection and repair techniques.

Sweep with a broom and pan where possible, rather than hose down for external areas

Meter water usage: Implies measurement and verification methods.

water uses is a precursor for management.


40% of the water, compared with other watering techniques.

Plants with similar water requirements shall be grouped on common zones to match

precipitation heads and emitters.

angle sprinklers for lawn areas.

Select controllers with adjustable watering schedules and moisture sensors to

for seasonal variations and calibrate them during commissioning.

Place 3 to 5 inches of mulch on planting beds to minimize evaporation.

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pment shall be practiced by installation of scientifically designed Rain

sufficiency and fosters an

will be minimized by combination of water saving devices and



flow sinks, water

efficient plumbing fixtures uses

Sweep with a broom and pan where possible, rather than hose down for external areas.


hall be grouped on common zones to match

hedules and moisture sensors to account


Promoting Reuse of Water after Treatment and Development of Closed Loop Systems

To promote reuse of waste water and development of closed loop system for waste water

segregation. Two water conservation schemes

1) Storm Water Harvest

Storm water harvest as discussed in earlier, will be utilized for artificial recharge of ground

water sources; and waste water will be reuse

Treated waste water will be used for landscaping

Following section discuss the scheme of waste water treatment.

Wastewater Treatment Scheme

Proponent will treat the wastewater of the

treatment plant of capacity 580 KLD based on

Storm Water Management


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

Contamination of Storm Water is possible from the following sources:

Diesel and oil spills in the diesel power generator and fuel storage area

Waste spills in the solid / hazardous waste storage area

Oil spills and leaks in vehicle parking lots

Silts from soil erosion in gardens

Spillage of sludge from sludge drying area of sewage treatment plan


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water conservation schemes are suggested, namely:

2) Waste water recycling.


water sources; and waste water will be reused on site after treatment.

Treated waste water will be used for landscaping& flushing

Following section discuss the scheme of waste water treatment.

Treatment Scheme

Proponent will treat the wastewater of the Group Housing project in well designed sewage

KLD based on SBR technology.


proper management of this resource is a must to ensure that it is free from contamination.

m Water is possible from the following sources:

Diesel and oil spills in the diesel power generator and fuel storage area

Waste spills in the solid / hazardous waste storage area

icle parking lots

Silts from soil erosion in gardens

Spillage of sludge from sludge drying area of sewage treatment plan

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designed sewage


is free from contamination.


A detailed storm water management plan will be developed which will consider the possible

impacts from above sources. The plan will inc

include following:

Regular inspection and cleaning of storm drains

Clarifiers or oil/separators will be installed in all the parking areas. Oil / grease

separators installed around parking areas and garages wil

flow guidelines. Both clarifiers and oil

order to keep discharges within limits

Covered waste storage areas

Avoid application of pesticides and herbicides before wet season

Secondary containment and dykes in fuel/

Conducting routine inspection to ensure cleanliness

Provision of slit traps in storm water drains

Good housekeeping in the above areas

10.2.4 EMP FOR LAND ENVIRONMENT

Construction Phase

The waste generated from construction activity includes construction debris, biomass from

land clearing activities, waste from the temporary make shift tents for the labors and hazardous

waste. Following section discuss the management of each type of waste. Besi

generation, management of the topsoil is an important area for which management measures

are required.

Construction Debris

Construction debris is bulky and heavy and re

for management of such waste. As concrete and masonry constitute the majority of waste

generated, recycling of this waste by conversion to aggregate can offer benefits of reduced

landfill space and reduced extraction of raw material for new construction activity. This is


Form IA


impacts from above sources. The plan will incorporate best management practices which will

Regular inspection and cleaning of storm drains

separators will be installed in all the parking areas. Oil / grease

separators installed around parking areas and garages will be sized according to peak

Both clarifiers and oil/water separators will be periodically pumped in

order to keep discharges within limits

Covered waste storage areas

Avoid application of pesticides and herbicides before wet season

containment and dykes in fuel/oil storage facilities

Conducting routine inspection to ensure cleanliness

Provision of slit traps in storm water drains

Good housekeeping in the above areas

EMP FOR LAND ENVIRONMENT

ste generated from construction activity includes construction debris, biomass from


waste. Following section discuss the management of each type of waste. Besi


Construction debris is bulky and heavy and re-utilization and recycling is an important strategy

ste. As concrete and masonry constitute the majority of waste



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orporate best management practices which will

separators will be installed in all the parking areas. Oil / grease

l be sized according to peak

/water separators will be periodically pumped in

ste generated from construction activity includes construction debris, biomass from


waste. Following section discuss the management of each type of waste. Besides waste


utilization and recycling is an important strategy

ste. As concrete and masonry constitute the majority of waste




particularly applicable to the project site as the construction is to be completed in a phased

manner.

Mixed debris with high gypsum, plaster, shall not be used as fill, as they are highly susceptible

to contamination, and will be sent

Metal scrap from structural steel, piping, concrete reinforcement and sheet metal work shall be

removed from the site by construction contractors. A significant portion of wood scrap will be

reused on site. Recyclable wastes such as plastics, glass

sold to recyclers.

Hazardous waste

Construction sites are sources of many toxic substances such as paints, solvents wood

preservatives, pesticides, adhesives and sealants. Hazardous waste generated during

construction phase shall be stored in sealed con

Wastes (Management& Handling

Some management practices to be developed are:

Paintbrushes and equipment for water and oil

contained area and will not be allo

drainage systems

Provision of adequate hazardous waste storage facilities. Hazardous waste collection

containers will be located as

areas will be away from storm drains or watercourses

Segregation of potentially hazardous waste f

Well labeled all hazardous waste containers with the waste

generation

Instruct employees and subcontractors in identification of hazardous and solid waste

Even with careful management, some of these substances are released into air, soil and water

and many are hazardous to workers.


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rly applicable to the project site as the construction is to be completed in a phased


, and will be sent to solid waste management agencies.



reused on site. Recyclable wastes such as plastics, glass fiber insulation, roofing etc shall be



n phase shall be stored in sealed containers and disposed off as per T

Handling) Rules, 1989& its amendments.

Some management practices to be developed are:

Paintbrushes and equipment for water and oil based paints shall be cleaned

contained area and will not be allowed to contaminate site soils, water courses or


containers will be located as per safety norms and designated hazardous waste storage

areas will be away from storm drains or watercourses

potentially hazardous waste from non-hazardous construction

Well labeled all hazardous waste containers with the waste being stored and the date of



and many are hazardous to workers.

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rly applicable to the project site as the construction is to be completed in a phased




fiber insulation, roofing etc shall be



The Hazardous

based paints shall be cleaned within a

water courses or


per safety norms and designated hazardous waste storage

hazardous construction site debris

being stored and the date of




Waste from Temporary Makes Shift Tents for Labors

Wastes generated from temporary make shift labor tents will mainly comprise of household

domestic waste, which will be managed by the contractor of the site. The wastewater generated

will be channelized to the septic tank.

Top Soil Management

To minimize disruption of soil and for conservation of top soil, the contractor shall keep the

top soil cover separately and stockpile it. After the construction activity is over, top soil will be

utilized for landscaping activity. Other measures, which would be followed to prevent soil

erosion and contamination include:

Maximize use of organic fertilizer for landscaping and green belt

To prevent soil contamination by oil/grease, leaf proof containers would

for storage and transportation of oil/grease and wash off from the oil/grease

handling area shall be drained through impervious drains and treated

appropriately before disposal

Removal of as little vegetation as possible during the development and

vegetation of bare areas after the project.

Working in a small area at a point of time (phase wise construction)

Operational Phase

The philosophy of solid waste management at the

encouraging the four R’s of waste i.e.

energy). Regular public awareness meetings will be conducted to involve the

proper segregation and storage techniques. The

waste focuses on three major components during the life cycle of the waste management

system i.e., collection and transportation, treatment or disposal and closure and post

care of treatment/disposal facility.

Collection and Transportation


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aste from Temporary Makes Shift Tents for Labors



he septic tank.



ing activity. Other measures, which would be followed to prevent soil

erosion and contamination include:

Maximize use of organic fertilizer for landscaping and green belt

To prevent soil contamination by oil/grease, leaf proof containers would



appropriately before disposal

Removal of as little vegetation as possible during the development and

vegetation of bare areas after the project.


The philosophy of solid waste management at the Group Housing Colony

encouraging the four R’s of waste i.e. Reduction, Reuse, Recycling and Recovery (materials &

energy). Regular public awareness meetings will be conducted to involve the residents

techniques. The Environmental Management Plan for the solid


system i.e., collection and transportation, treatment or disposal and closure and post

ility.

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ing activity. Other measures, which would be followed to prevent soil

development

To prevent soil contamination by oil/grease, leaf proof containers would be used



Removal of as little vegetation as possible during the development and re-


Colony will be to

ecovery (materials &

residents in the

Environmental Management Plan for the solid


system i.e., collection and transportation, treatment or disposal and closure and post-closure


During the collection stage,

biodegradable waste and non

biodegradable waste will be collected in separate bins. Biodegr

treated in the project premises by

be sent off to recyclers. Proper guidelines for segregation, collection and storage will be

prepared as per MSW Rules, 2000.

To minimize littering and odour

that will be located at strategic locations to minimize

Care would be taken such that the collection vehicles are well maintained and generate

minimum noise and emissions. During transportation of the waste, it will be covered to

avoid littering.

Figure 6:

Disposal


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During the collection stage, the solid waste of the project will be segregated into

waste and non-biodegradable. Biodegradable waste and

waste will be collected in separate bins. Biodegradable waste will be

treated in the project premises by organic waste converter. The recyclable wastes will

. Proper guidelines for segregation, collection and storage will be

prepared as per MSW Rules, 2000.

nd odour, waste will be stored in well-designed containers/ bins

strategic locations to minimize disturbance in traffic flow


issions. During transportation of the waste, it will be covered to

: Waste Management Flow Diagram

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e segregated into

biodegradable. Biodegradable waste and non-

adable waste will be

. The recyclable wastes will

. Proper guidelines for segregation, collection and storage will be

designed containers/ bins

disturbance in traffic flow


issions. During transportation of the waste, it will be covered to


With regards to the disposal/treatment of waste, the management will take the services of the

authorized agency for waste management and disposal of the same on the project site during its

operational phase.

10.2.5 EMP FOR ECOLOGICAL ENVIRONMENT

Construction activity changes the natural environment. But

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

choices exclusively or in combination.

Construction Stage

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

sensitive

Restrictions on location of temporary

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 green belt would be developed with

suggested native plant species, as they will grow to a

completion.

Operation Stage

Improvement of the current ecology of the project

Plantation and Landscaping

Green Belt Development

The section below summarizes the techniques to b


Form IA

treatment of waste, the management will take the services of the

waste management and disposal of the same on the project site during its

EMP FOR ECOLOGICAL ENVIRONMENT

Construction activity changes the natural environment. But residential project

itants. The project requires the implementation of following

choices exclusively or in combination.


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



burning or heating purposes by the labors will be prohibited and

suitable alternatives for this purpose will be made


suggested native plant species, as they will grow to a full-fledged covered at the time of

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

Plantation and Landscaping

Green Belt Development

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

Form IA

treatment of waste, the management will take the services of the

waste management and disposal of the same on the project site during its

also creates a

itants. The project requires the implementation of following


labor tents and offices for project staff near the



burning or heating purposes by the labors will be prohibited and


fledged covered at the time of

measures:

objectives:


Plantation and landscaping

Selection of the plant species would be done on the basis of their adapt

geographical conditions and the vegeta

found or currently observed.

Plantation Development Plan

The plantation matrix adopted for the green belt development includes pit of 0.3m

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

height) are proposed for the green belt. In addition creepers will be planted along the boundary

wall to enhance its insulation capacity.

Selection of Plant Species for Green Belt Development

The selection of plant species for

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

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 SO

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


Form IA

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

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

The plantation matrix adopted for the green belt development includes pit of 0.3m




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


wall to enhance its insulation capacity.

of Plant Species for Green Belt Development

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


The species should be fast growing and providing optimum penetrability

The species should be wind-firm and deep rooted

The species should form a dense canopy

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

Species tolerance to air pollutants like SO2 and NO2 should be preferred

permeable to help create air turbulence and mixing within the

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

Form IA

ability to the existing

type of the region earlier

The plantation matrix adopted for the green belt development includes pit of 0.3m × 0.3m size




m to 10 m) and shrubs (5 m


the development depends on various factors such as climate,


permeable to help create air turbulence and mixing within the


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

surfaces

9. Ability to withstand conditions like

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 wi

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

10.2.6 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

group housing project focuses on the

Income Generation Opportunity

The project would provide employment opportunity during construction and operation

phase. There would also be a wide economic impact in terms of generating


Form IA

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

Ability to withstand conditions like inundation and drought

Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)

Attractive appearance with good flowering and fruit bearing

Bird and insect attracting tree species

Sustainable green cover with minimal maintenance.



Trees with colonial canopy with attractive flowering

Trees with branching at 7 feet and above

Trees with medium spreading branches to avoid obstruction to the traffic

Fruit trees to be avoided because children may obstruct traffic and general

Economic Environment


cultural setting of the region. The Social Management Plan for

focuses on the following components:

Income Generation Opportunity during Construction and Operation Phase



Form IA

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



Trees with medium spreading branches to avoid obstruction to the traffic

Fruit trees to be avoided because children may obstruct traffic and general


Management Plan for

Construction and Operation Phase




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 localsand 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 proposed

ambience and facilities provided, the

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

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

roads

10.2.7 EMP FOR ENERGY CONSERVATION

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

demand and supply.


Form IA

nities for secondary occupation within and around the complex. The main



employment would address issues like minimum wages and medical

Contractors would be required to abide to employment priority


king Environment for Employees



ambience and facilities provided, the group housing colony will provide a new


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



Maintenance and beautifications of the group housing project and the surrounding

EMP FOR ENERGY CONSERVATION


Form IA

nities for secondary occupation within and around the complex. The main



employment would address issues like minimum wages and medical

Contractors would be required to abide to employment priority




l provide a new


human resource through a



and the surrounding



Energy conservation will be one of the

operation stages. The conservation efforts would consist of the following:

Architectural design

Maximum utilization of solar ligh

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

Energy efficient lamps will be provided within the

Constant monitoring of energy consumption and defining targets for energy

conservation.

Adjusting the settings and illumination levels to ensure

desired comfort levels.

Behavioral Change on Consumption

Supply Energy

Utilize energy-efficient diesel genetators

Exploring the possibilities of introducing renewable energy


Form IA

Energy conservation will be one of the main focus during the group housing

operation stages. The conservation efforts would consist of the following:

Maximum utilization of solar light will be done.

Maximize the use of natural lighting through design.



Energy efficient lamps will be provided within the group housing project.


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

Behavioral Change on Consumption

Energy Conservation Demand

efficient diesel

Exploring the possibilities of introducing renewable energy

Reduce consumption Use energy efficient appliances

Create Guest Awareness

Form IA

group housing planning and




minimum energy used for

Use energy efficient appliances


Promoting resident awareness on energy conservation

Training staff on methods of energy conservation and to be vigilant to such

opportunities.

10.3 ENVIRONMENTAL MANAGEMENT

For the effective and consistent functioning of the

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 Environmental Management Plan

and other records.

10.3.1 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. The major duties and

responsibilities of Environmental Management Cell shall be as given below:

To implement the environmental management plan

To assure regulatory compliance with all relevant rules and regulations

To ensure regular operation and maintenance of pollution control devices

To minimize environmental impact of operations as by strict adherence to the EMP

To initiate environmental monitoring as per approved schedule


Form IA

awareness on energy conservation


ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

For the effective and consistent functioning of the group housing project, an Environmental


An Environmental management cell.

Environmental Monitoring.

Regular Environmental audits and Correction measures.

standards operation procedures Environmental Management Plan

ENVIRONMENTAL MANAGEMENT CELL

Environmental Management Plan, it is also proposed to have a



s of Environmental Management Cell shall be as given below:

To implement the environmental management plan.

To assure regulatory compliance with all relevant rules and regulations.

To ensure regular operation and maintenance of pollution control devices.

o minimize environmental impact of operations as by strict adherence to the EMP

To initiate environmental monitoring as per approved schedule.

Form IA


SYSTEM AND MONITORING PLAN

, an Environmental


standards operation procedures Environmental Management Plan

Environmental Management Plan, it is also proposed to have a



.

o minimize environmental impact of operations as by strict adherence to the EMP.


Review and interpretation of monitored results and corrective measures in case

monitored results are above the s

Maintain documentation of good environmental practices and applicable environmental

laws for a ready reference.

Maintain environmental related records

Coordination with regulatory agencies, external consultants, monitoring laboratories

Maintenance of log of public complaints and the action taken

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

Environmental Management Cell is given in following

Corporate Environmental Division

Sewage Treatment Plant Operator


Form IA


monitored results are above the specified limit.


.

Maintain environmental related records.

Coordination with regulatory agencies, external consultants, monitoring laboratories

of log of public complaints and the action taken.

Hierarchical Structure of Environmental Management Cell


of the Group Housing. The hierarchical structure of suggested

al Management Cell is given in following Figure7.

Site Manager Rep from Corporate Planning group

Site Environmental Coordinator

Greenbelt Dev. Incharge

Form IA



Coordination with regulatory agencies, external consultants, monitoring laboratories.


hierarchical structure of suggested

Corporate Planning

Greenbelt Dev. Incharge


Figure 7: Environment Management Cell Structure

10.3.2 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

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 15: Suggested Monitoring Program f

S. No. Type

1. Ambient Air Quality

2. Groundwater

(Portability testing)

3. Ambient Noise

4. Fresh water quality

5. Soil quality


Form IA

nvironment Management Cell Structure

ENVIRONMENTAL MONITORING



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

project proponent will monitor ambient air Quality, Ground Water


gested Monitoring Program for Group Housing Project

Locations Parameters Period and

Frequency

Project Site Criteria

Pollutants: SO2,

NO2, PM, CO

Twice in a Year

as per EIA

Notification 2006

Project site Drinking water

parameters as per

IS 10500.

Twice in a Year

as per EIA

Notification 2006

Project site dB (A) levels Twice in a Year

as per EIA

Notification

2006.

HUDA As per IS 10500

potable water

standards

Twice in a Year

as per

Notification 2006

Project site Organic matter,

C.H., N,

Alkalinity,

Acidity, heavy

metals and trace

Twice in a Year

as per EIA

Notification 2006

Form IA



are detected and time

project proponent will monitor ambient air Quality, Ground Water


Project

Period and

Frequency

Twice in a Year

as per EIA

Notification 2006

Twice in a Year

as per EIA

Notification 2006

Twice in a Year

as per EIA

Notification

2006.

Twice in a Year

as per EIA

Notification 2006

Twice in a Year

as per EIA

Notification 2006


6. Waste

Characterization

7. Treated water

10.3.3 Awareness and Training

Training and human resource development is an important link to achieve sustainable

operation of the facility and environment management. For

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 peri

They would be informed of their duties.

10.3.4 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.


Form IA

metal, Alkalinity,

Acidity.

Residential Physical and

Chemical

composition

Daily

Outlet of STP BOD, MPN,

Coliform count,

etc.

Daily

Awareness and Training


operation of the facility and environment management. For successful functioning of the

project, relevant EMP would be communicated to:

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


proponent’s Environmental division. These audits will be followed by


Form IA

Daily

Daily


successful functioning of the

must be made aware of the importance of waste segregation and disposal, water and

odic Integrated Society meetings.


proponent’s Environmental division. These audits will be followed by


Affordable Group Housing Colony Conceptual Plan At Village Devlawas, Sector 27, Rewari, Haryana

M/s Victory Buildestates Pvt. Ltd

1.0 INTRODUCTION


project, which is an Affordable group housing project located

Rewari, Haryana. The entire project has been planned in such a manner that all the modern

lifestyle requirements are perfectly fulfilled.

under:

To enhance the surrounding with

To adopt the practice of afforestation and rain water harvesting to create a better micro

climate in the area.

To provide the world class

The salient features of the project

Rain Water Harvesting system

Fire Fighting system as per NBC

Earthquake Resistant structure considering the seismicity of the area

Integrated Security System

Waste Water Management

Sufficient green area

2.0 SITE LOCATION AND SURROUNDINGS

The Affordable group housing project

Co-ordinates of the project site are

project site &surroundings within 500 m and toposheet map showing

Annexure I and Annexure II.

Affordable Group Housing Colony Conceptual Plan

Pvt. Ltd.

CONCEPTUAL PLAN

. Ltd. has announced the launch of a new affordable

group housing project located at Village Devlawas,

The entire project has been planned in such a manner that all the modern

lifestyle requirements are perfectly fulfilled. The main purpose and benefit of the project are as

To enhance the surrounding with greenery, landscaping and recommended aesthetics.


To provide the world class infrastructure and amenities.

The salient features of the project include:

Rain Water Harvesting system

Fire Fighting system as per NBC

Earthquake Resistant structure considering the seismicity of the area

Integrated Security System

gement

SITE LOCATION AND SURROUNDINGS

project is located at Devlawas, Sector 27, Rewari, Haryana

ordinates of the project site are 28°10'01.4"N 76°37'29.36"E. Google Earth Image

surroundings within 500 m and toposheet map showing 10 km


1

affordable housing

Village Devlawas, Sector 27,

The entire project has been planned in such a manner that all the modern

The main purpose and benefit of the project are as

greenery, landscaping and recommended aesthetics.


Sector 27, Rewari, Haryana. The

Earth Image showing

km is attached as



2.1 CONNECTIVITY

The project site is in close proximity to the

NH-8 is about 2.88 km away in North direction from project site

residential zone towards all directions.

3.0 AREA STATEMENT

The total area of project is estimated

Statement is provided below in Table

S.No. Connectivity

1. Nearest Highway 2. Nearest Railway Station

3. Nearest Airport


Pvt. Ltd.

project site is in close proximity to the Garhi Bolni road and adjacent to internal roads

8 is about 2.88 km away in North direction from project site. Project site is surrounded by

residential zone towards all directions.

Table 1: Connectivity

otal area of project is estimated 20360.714 m2 (or 5.03125 acres). The detailed Area

in Table 2.

Name of the facility Distance and Direction from the project site

NH-8 2.88km, N Rewari Junction 4.24 km, NNE

project site IGI Airport 62 km, NW from the project

site


2

Bolni road and adjacent to internal roads.

Project site is surrounded by

The detailed Area

Distance and Direction from the project site

NNE from the

from the project



S. No. Particulars

1. Total Plot Area

2. Net Plot Area

3. Permissible Ground Coverage (@

4.

Proposed Ground Coverage (@ 36.78

Residential Area

Commercial Area

5.

Total Permissible FAR

Residential Area (@ 225

Commercial Area (@ 175

6.

Proposed FAR

Residential FAR (@224


7. Non FAR area (residential

8.

Community/Creche

Services area (Mumty & Machine room

9. Built up Area


Pvt. Ltd.

Table 2: Area Statement

Permissible Ground Coverage (@ 50% of NPA) (Com.+ Residential)


Residential Area (@ 225 % of the 18662.59 sq. m)

Area (@ 175 % of the 777.606 sq. m)

Residential FAR (@224.94)

FAR (@173.31)

residential)

Community/Creche

Mumty & Machine room)


3

Area (in m2)

20360.71

19440.16

9720.08

7151.57

6475.72

675.85

43351.55

41990.74

1360.81

43327.45

41979.76

1347.69

5643.49

995.93

398.04

597.89

49966.87



10. Open Parking area

11.



Avenue Plantation (@

Shrubs, herbs, lawns, parks, lan%)

Water Body (@ 2 %)

12. Height of the tallest Building

Table 3:

TYPE F.A.R AREA


Pvt. Ltd.

0% of the total plot area)



Shrubs, herbs, lawns, parks, landscaping and climber plants (@ 4

%) Building

Table 3: Built-up area calculations

F.A.R AREA MUMTY & MACHINE

NON F.A.R AREA


4

7387.43

4072

2036

814.42

814.42

407.21

37.65 m

NON F.A.R AREA



4.0 POPULATION DENSITY

The total population of the project has been estimated to be around

residential blocks will have 792

visitors’ population, and 198 persons for staff

The detailed population breakup is given below in the following

BLOCK-A (2BHK_4 BLOCK)

BLOCK-B (2BHK_1BLOCK )

BLOCK-C (2BHK_1 BLOCK )

BLOCK-D (1BHK_2 BLOCK )

BLOCK-E (1BHK_1 BLOCK )

BLOCK-F(COMMERCIAL )

CRECHE & COMMUNITY

Stilt

Total

Built up Area


Pvt. Ltd.

The total population of the project has been estimated to be around 4819

792 dwelling units with the population of 3960

persons for staff.

The detailed population breakup is given below in the following Table4.

21200.24 251.56

5292.47 62.89

5264.42 62.89

6820 106.32

3402.63 53.16

1347.69 61.07

5643.49

43327.45 597.89 5643.49

49966.87 m2


5

4819 persons. The

3960 persons, 396

398.04



Ta

S. No. Unit Type

1. Residential

General DU

2. Staff @5% of General DU Population

3. Visitors @ 10% of Population

Total

4. Commercial

Staff

Visitors

5. Community

Staff

Visitors

Grand Total (1+2+3+4

6.0 WATER REQUIREMENT

During construction phase water will be s

operation phase water will be provided through the

579 KLD, out of which domestic water requirement is

approx. 389 KLD which is 70% of the domestic water demand

calculation is given below in Table

Table

S. No.

Description


Pvt. Ltd.

Table 4: Population Break up

DU Area (m2) PPU Total Population

792 5

@5% of General DU Population

10% of Population

@ 1person/6 m2 of FAR (1347.69 m2)

20% of population

80% of population

@ 1person/10 m2 (398 m2)

20% of population

80% of population

Grand Total (1+2+3+4+5)

WATER REQUIREMENT


will be provided through the HUDA. Total water requirement is approx.

stic water requirement is 555 KLD. Fresh water requirement is

KLD which is 70% of the domestic water demand. Daily water requirement

Table 5:


Area (in m2)

Total Occupancy



6

Total Population

3960

198

396

4554

225

45

180

40

8

32

4819

, whereas during

rement is approx.

er requirement is

aily water requirement


(KLD)



A. Domestic Water

1. Apartments

2. Staff




Sub Total


Grand Total (A+B


Fresh(@ Water Demand

Flushing (Water Demand)

Sullage Generated100% flushing)

The water balance diagrams shown below in


Pvt. Ltd.

3960 135

198 45

396 15

53 45

212 15

Sub Total (1+2+3+4)

4072 6 l/sqm


Table 6: Sullage Calculations

Water Requirement 555 KLD

@ 70% of domestic Water Demand)

389 KLD

Flushing (@ 30% of domestic Water Demand)

166 KLD

Generated (@ 80% fresh + 311 + 166 = 477 KLD

shown below in Figure 1:


7

534.6

8.91

5.94

2.385

3.18

555 KLD

24 KLD

KLD



Figure

Wastewater Generation & Treatment

It is expected that 477 KLD of

phase. Sullage will be treated in the STP provided within the complex

recoverable water from STP which will be recycled within the project but

become surplus and will be discharged to

Recycled Water Sullage

Fresh water


Pvt. Ltd.

Figure 1: Water Balance Diagram

Wastewater Generation & Treatment

of sullage shall be generated from project site during operation

will be treated in the STP provided within the complex generating

which will be recycled within the project but

discharged to Sewer Line.

FRESH WATER (389 KLD)


SULLAGE

STP CAPACITY

@ 80%

FLUSHING (166 KLD)


@ 100%

HORTICULTURE (24 KLD)

24 KLD

166 KLD

SEWER LINE 192 KLD

192 KLD


8

shall be generated from project site during operation

generating 382 KLD of

which will be recycled within the project but 192KLD will

SULLAGE GENERATED (477 KLD)

STP CAPACITY 580 KLD

@80 % 382 KLD



7.0 SEWAGE TREATMENT TECHNOLOGY

Sewerage System

An external sewage network shall collect the sewage from all units, and flow by gravity to the

proposed sewage treatment plant.

Following are the benefits of providing the Sewage Treatment Plant in the present

circumstances:

Reduced net daily water requirements, source for Horticultural purposes by utilization

of the treated sullage.

Reduced dependence on the public utilities for water supply and sewerage systems.

Sludge generated from the Sewage Treatment Plant shall be rich in organic con

an excellent fertilizer for horticultural purposes.

a. Sullage Details

(a) Daily load

(b) Duration of flow to STP

(c) Temperature

(d) pH

(e) Colour

(f) T.S.S. (mg/l)

(g) BOD5 (mg/l)

(h) COD (mg/l)

(i) Oil and Grease (mg/l)


Pvt. Ltd.

SEWAGE TREATMENT TECHNOLOGY


proposed sewage treatment plant.


ly water requirements, source for Horticultural purposes by utilization


Sludge generated from the Sewage Treatment Plant shall be rich in organic con

an excellent fertilizer for horticultural purposes.

: 477 KLD

of flow to STP : 24 hours

: Maximum 32oC

: 7.5 to 8.5

: Mild

: 250-400 mg/l

: 250-400 mg/l

: 600-800 mg/l

Oil and Grease (mg/l) : 50-100 mg/l


9



ly water requirements, source for Horticultural purposes by utilization


Sludge generated from the Sewage Treatment Plant shall be rich in organic content and



b. Final discharge characteristics

(a) pH

(b) Oil & Grease

(c) B.O.D.

(d) C.O.D.

(e) Total Suspended Solids

c. Treatment Technology

Sequential Batch Reactor (SBR) Technology

SBRs are a variation of the activated sludge process. They differ from activated sludge plants

because they combine all of the treatment steps and processes into a single basin, or tank,

whereas conventional facilities rely on multiple basins. An SBR is no more than an activated

sludge plant that operates in time rather than space.

Advantages of SBR System

1. Land requirement is less.

2. Treatment efficiency is very high.

3. No secondary clarifier is used; this reduces the cost of civil works.

4. Manpower requirement for its operation is low, this reduces operation cost.

5. No bulking and foaming problem arises in

6. The system is fully aerated and hence foul odors are not generated.

Basic Treatment Process

The operation of an SBR is based on a fill

fill, react, settle, decant and idle. These steps can be

applications.


Pvt. Ltd.

Final discharge characteristics

: 6.0 to 8.0

: <5mg/l

: <10 mg/l

: <30 mg/l

Total Suspended Solids : <10 mg/l

Sequential Batch Reactor (SBR) Technology




sludge plant that operates in time rather than space.

Treatment efficiency is very high.

No secondary clarifier is used; this reduces the cost of civil works.

Manpower requirement for its operation is low, this reduces operation cost.

No bulking and foaming problem arises in SBR systems.

The system is fully aerated and hence foul odors are not generated.

The operation of an SBR is based on a fill-and-draw principle, which consists of five steps

fill, react, settle, decant and idle. These steps can be altered for different operational


10




Manpower requirement for its operation is low, this reduces operation cost.

draw principle, which consists of five steps –

altered for different operational



FILL

During the fill phase, the basin receives influent sullage. The influent brings food to the

microbes in the activated sludge, creating an environment for biochemical reactions to take

place. Mixing and aeration can be varied during the fill phase to create the following three

different scenarios:

Static Fill - Under a static-fill scenario, there is no mixing or aeration while the influent

wastewater is entering the tank. Static fill is used during the

at plants that do not need to nitrify or denitrify and during low

Because the mixers and aerators remain off, this scenario has an energy

Mixed Fill – Under a mixed-fill sc

off. The mixing action produces a uniform blend of influent wastewater and biomass. Because

there is no aeration, an anoxic condition is present, which promotes Denitrification. Anaerobic

conditions can also be achieved during mixed

biomass undergoes a release of phosphorous. This release is reabsorbed by the biomass once

aerobic conditions are reestablished. This phosphorous release will not happen with

conditions.

Aerated Fill – Under and aerated

units are activated. The contents of the basin are aerated to convert the anoxic or anaerobic

zone over to an aerobic zone. No adjustments to the aerated

organics and achieve nitrification. However, to achieve Denitrification, it is necessary to

switch the oxygen off during this phase with the blowers, oxic and anoxic conditions are

created, allowing for nitrification and Denitrification. Dissolve

monitored during this phase so it does not go over 0.2 mg/l. This ensures that an anoxic

condition will occur during the idle phase.

REACT


Pvt. Ltd.



aeration can be varied during the fill phase to create the following three

fill scenario, there is no mixing or aeration while the influent

wastewater is entering the tank. Static fill is used during the initial start-up phase of a facility,

at plants that do not need to nitrify or denitrify and during low-flow periods to save power.

Because the mixers and aerators remain off, this scenario has an energy-saving component.

fill scenario, mechanical mixers are active, but the aerators remain



ions can also be achieved during mixed-fill phase. Under anaerobic conditions the


aerobic conditions are reestablished. This phosphorous release will not happen with

Under and aerated-fill scenario, both the aerators and the mechanical


zone over to an aerobic zone. No adjustments to the aerated-fill cycle are needed



created, allowing for nitrification and Denitrification. Dissolve oxygen (DO) should be


condition will occur during the idle phase.


11



aeration can be varied during the fill phase to create the following three

fill scenario, there is no mixing or aeration while the influent

up phase of a facility,

flow periods to save power.

saving component.

enario, mechanical mixers are active, but the aerators remain



fill phase. Under anaerobic conditions the


aerobic conditions are reestablished. This phosphorous release will not happen with anoxic

fill scenario, both the aerators and the mechanical-mixing


fill cycle are needed to reduce



oxygen (DO) should be




This phase allows for further reduction or “polishing” of wastewater parameters. During this

phase, no wastewater enters the basin and the mechanical mixing and aeration units are on.

Because there are no additional volume and organic loadings, the rate of organic removal

increases dramatically.

Most of the carbonaceous BOD removal occurs in the r

by allowing the mixing and aeration to continue the majority of Denitrification takes place in

the mixed-fill phase. The phosphorus released during mixed fill, plus some additional

phosphorus is taken up during the

SETTLE

During this phase, activated sludge is allowed to settle under quiescent conditions

enters the basin and no aeration and mixing takes place. The activated sludge tends to settle as

a flocculent mass, forming a distinctive int

called sludge blanket. This phase is critical part of the cycle, because if the solids do not settle

rapidly, some sludge can be drawn off during the subsequent decant phase and thereby degrade

effluent quality.

DECANT

During this phase, a decanter is used to remove the clear supernatant effluent. Once the settle

phase is complete, a signal is sent to the decanter to initiate the opening of an effluent

discharge valve. There are floating and fixed arm de

inlet orifice slightly below the water surface to minimize the removal of solids in the effluent

removed during the decant phase. Floating decanters offer the operator flexibility to vary fill

and draw volumes. Fixed-arm decanters are less expansive and can be designed to allow the

operator to lower or raise the level of the decanter. It is optimal that the decanted volume is the

same as the volume is the same as the volume that enters the basin during the fill phase


Pvt. Ltd.


hase, no wastewater enters the basin and the mechanical mixing and aeration units are on.


Most of the carbonaceous BOD removal occurs in the react phase. Further nitrification occurs


fill phase. The phosphorus released during mixed fill, plus some additional

phosphorus is taken up during the react phase.

During this phase, activated sludge is allowed to settle under quiescent conditions


a flocculent mass, forming a distinctive interface with the clear supernatant. The sludge mass is




phase is complete, a signal is sent to the decanter to initiate the opening of an effluent

discharge valve. There are floating and fixed arm decanters. Floating decanters maintain the



arm decanters are less expansive and can be designed to allow the


same as the volume is the same as the volume that enters the basin during the fill phase


12


hase, no wastewater enters the basin and the mechanical mixing and aeration units are on.


eact phase. Further nitrification occurs


fill phase. The phosphorus released during mixed fill, plus some additional

During this phase, activated sludge is allowed to settle under quiescent conditions – no flow


erface with the clear supernatant. The sludge mass is




phase is complete, a signal is sent to the decanter to initiate the opening of an effluent-

canters. Floating decanters maintain the



arm decanters are less expansive and can be designed to allow the


same as the volume is the same as the volume that enters the basin during the fill phase. Ti is



also important that no surface foam or scum is decanted. The vertical distance from the

decanter to the bottom of the tank should be maximized to avoid disturbing the settled biomass.

IDLE

This step occurs between decant and fill phases. The time

rate and the operating strategy. During this phase, a small amount of activated sludge at the

bottom of the SBR basin is pumped out

The schematic diagram of STP based on SBR Technology is give

Figure 2: Schematic

8.0 RAIN WATER HARVESTING


Pvt. Ltd.



This step occurs between decant and fill phases. The time varies, based on the influent flow


bottom of the SBR basin is pumped out - a process called wasting.

The schematic diagram of STP based on SBR Technology is given below in Figure 3.

Schematic Diagram of STP based on SBR Technology

RAIN WATER HARVESTING


13



varies, based on the influent flow


n below in Figure 3.

Diagram of STP based on SBR Technology



The storm water disposal system for the premises shall be self

collection/stagnation and flooding of water. The amount of

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

and the time required for such flow to reach the drains. The drains shall be located near the

carriage way along either side of the roads. Taking the advantage of road camber, the rainfall

run off from roads shall flow towards the drains. Storm water from various plots shall be

connected to adjacent drain by a pipe through catch basins

provide 5 rainwater harvesting pits at selected locations, which will catch the maximum run

from the area.

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

pipe drains is planned adjacent to roads. All buildi

through rain water pipes.

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

regular intervals for rain water harvesting and ground water recharging.

3) For basement parking, the rainw

storm water storage tank. This water will be pumped out to the nearest external storm

water drain.

Peak hourly rainfall has been considered

will be kept 5 m above the ground

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

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

allowing release of material into the water. Roof painting has been avoided since most

paints contain toxic substances and may peel off.

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

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


Pvt. Ltd.

The storm water disposal system for the premises shall be self-sufficient to avoid any

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



e of the roads. Taking the advantage of road camber, the rainfall


cted to adjacent drain by a pipe through catch basins. Therefore, it has been calculated to

rainwater harvesting pits at selected locations, which will catch the maximum run

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

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

regular intervals for rain water harvesting and ground water recharging.

For basement parking, the rainwater from ramps will be collected in the basement


Peak hourly rainfall has been considered as 45 mm/hr. The bottom of the recharge structure

e ground water level. At the bottom of the recharge well, a filter


water harvesting plan are as follows:

Catchments/roofs would be accessible for regular cleaning.



paints contain toxic substances and may peel off.

fitted with a wire mesh screen and a first flush device would be



14

sufficient to avoid any

off depends upon



e of the roads. Taking the advantage of road camber, the rainfall


Therefore, it has been calculated to

rainwater harvesting pits at selected locations, which will catch the maximum run-off

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

ng roof water will be brought down

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

ater from ramps will be collected in the basement


of the recharge structure

level. At the bottom of the recharge well, a filter




fitted with a wire mesh screen and a first flush device would be




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

flushed off.

No sewage or wastewater would be admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has been

connected to the system.


Roof-top area = Ground Coverage =

Green Area (excluding water body) Paved Area = Net Plot Area – (Roof 19440.16-- (7151.57 + 4072 +

Runoff Load

Roof-top Area = 7151.5× 0.045 × 0.8

Green Area = 4072 × 0.045 × 0.1

Paved Area = 7809.38 × 0.045 ×

Total Runoff Load = 257.45+ 18.32 + 246

= 521.78 m3

Taking 15 minutes Retention Time, Total volume of storm water =

Taking the effective dia. and depth of a Recharge pit

single Recharge pit = π r2h= 3.14 ×

Hence No. of pits required = 130.44


Pvt. Ltd.


n by ensuring that the runoff from the first 10-20 minutes of rainfall is

No sewage or wastewater would be admitted into the system.


lculations for storm water load

top area = Ground Coverage = 7151.57 m2

ding water body) = 4072 m2

(Roof-top Area + Green Area + water body area) (7151.57 + 4072 + 407.21) = 7809.38 m2

× 0.045 × 0.8 = 257.45 m3/hr

× 0.045 × 0.1 = 18.32 m3/hr

× 0.045 × 0.7 = 246 m3/hr

257.45+ 18.32 + 246 m3/hr 3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 521.78/4 =130.44 m


h= 3.14 × 1.5 × 1.5 × 4 = 28.26 m3

130.44 /28.26 = 4.61 or say 5 Pits


15


20 minutes of rainfall is


130.44 m3/hr

m respectively, Volume of a



Figure 3: Typical

9.0 VEHICLE PARKING FACILITIES

Adequate provision will be made

adequate parking provisions for visitors so as not to disturb the traffic and allo

movement at the site.

Parking Required:


Pvt. Ltd.

Typical Rain Water Harvesting Pit with dual bore

VEHICLE PARKING FACILITIES

made for car/vehicle parking at the project site. There shall also be

for visitors so as not to disturb the traffic and allo


16

. There shall also be




As per MoEF norms:

For Residential Purposes = 1 ECS/100 m

= 43327.45/100 = 433.27 or 433ECS

Total Parking required as per MoEF Norms

As per Haryana bye-laws:


= 792 x 1 = 792 two wheelers

Total Parking required Haryana bye



10.0 POWER REQUIREMENT

The power supply shall be supplied by


Details of D.G Sets

There is provision of 2 no. of DG sets of total

back up in the project. The DG sets will be

generation and adequate stack height for proper dispersion.

S.

No Particular

3 Stilt Parking

4. Open Parking

Total


Pvt. Ltd.

ECS/100 m2 of proposed FAR

ECS

as per MoEF Norms = 433 ECS


Haryana bye-laws: = 792 two wheelers

Table 7: Parking Proposed Details



POWER REQUIREMENT

The power supply shall be supplied by Uttar Haryana BijliVitran Nigam (U

Project will be approx. 2887.80 KW.

no. of DG sets of total 500 KVA (2x 250 KVA) capacity

. The DG sets will be equipped with acoustic enclosure to minimize noise

generation and adequate stack height for proper dispersion.

Area proposed for

Parking(in m2)/DU

Area

required in

m2

Two wheeler

Proposed

7387.43 25

5643.49 30

484


17



UHBVN). The

capacity for power

equipped with acoustic enclosure to minimize noise

Two wheeler

Parking

Proposed

296

188

484 ECS



Construction waste,


Used in reraising site level

11.0 SOLID WASTE GENERATION

Solid waste would be generated both during the construction as well as during the operation

phase. The solid waste expected to be generated during the construction phase will comprise of

excavated materials, used bags,bricks, concrete, MS rods, tiles, wood etc. The following steps

are proposed to be followed for the management

Construction yards are pro

The excavated material such as topsoil and stones will be stacked for reuse during later

stages of construction.

Excavated top soil will be stored in temporary constructed soil bank and will be reused

for landscaping of the group housing

Remaining soil shall be utilized for refilling / road work / rising of site level at

locations/ selling to outside


Pvt. Ltd.

Solid Waste

Construction Waste

Construction waste,


Empty Cement

Bags



Excavated Soil


balance used in refilling

SOLID WASTE GENERATION


expected to be generated during the construction phase will comprise of

bricks, concrete, MS rods, tiles, wood etc. The following steps

are proposed to be followed for the management of solid waste:

Construction yards are proposed for storage of construction materials.



group housing project.


locations/ selling to outside agency for construction of roads etc.


18


balance used in re-


expected to be generated during the construction phase will comprise of

bricks, concrete, MS rods, tiles, wood etc. The following steps






Figure 4: Solid Waste Management Scheme (Construction

During the operation phase, waste


of the waste shall be approx. 2134

kg per capita per day for the visitors

landscape wastes @ 0.2 kg/acre/day)

accordance to Municipal Solid Wastes (Management and Handling) Rul

Table 8: Calculation of Solid Waste Generation

S. No. Category

1. Residents (3960)

2. Staff (251)

3. Visitors population(608)

4. Landscape waste(0.905 acre)

TOTAL SOLID WASTE GENERATED

(Source: For Waste Collection,


India, May 2000))

Description of Solid Waste Generation

Bio-degradable (60%)

Recyclable (30%)


Pvt. Ltd.

Waste Management Scheme (Construction Phase)

waste will comprise domestic as well as agricultural


2134 kg per day (@ 0.5 kg per capita per day for residents, @0.15

visitors, 0.25 kg per capita per day for the staff members

kg/acre/day). Following arrangements will be made at the site in

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

: Calculation of Solid Waste Generation

kg / capita / day Waste generated (kg/capita/

@ 0.5 kg / capita / day 1980

@ 0.25 kg / capita / day 62.75

isitors population @ 0.15 kg / capita / day 91.2

Landscape waste @ 0.2 kg/acre/day 0.181

TOTAL SOLID WASTE GENERATED 2134 kg/day



Description of Solid Waste Generation:

0%) 1280.4 kg/day

640.2 kg/day


19

Phase)

agricultural waste. The


kg per capita per day for residents, @0.15

a per day for the staff members and

will be made at the site in

es, 2000.

Waste generated capita/day)

1980

62.75

91.2

0.181

kg/day

Chapter 3, Table 3.6, Page no. 49, Central Public Health &




Collection and Segregation of waste

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

in colored bins from household units.

2. The local vendors will be hired to provide separate

and Bio-Degradable waste.

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

Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste will be subjected

be used as manure.

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

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

purposes.

Recyclable wastes

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

manure after decomposition.

ii. Recyclable wastes like

Disposal

Recyclable and non-recyclable wastes will be disposed

Hence, the Municipal Solid Waste Management will be conducted as per the guidelines

of Municipal Solid Wastes (Management and Handling) Rules, 2000. A Solid waste

management Scheme is depicted in the following figure for the

Inert waste (10%)

Total solid waste


Pvt. Ltd.

Collection and Segregation of waste

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

household units.

The local vendors will be hired to provide separate colored bins for dry recyclables

Degradable waste.

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

degradable waste will be subjected to organic waste convertor and the compost will

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

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

The cropped grass will be spread on the green area. It will act as

manure after decomposition.

like paper, plastic, metals etc. will be sold off to recyclables

recyclable wastes will be disposed through Govt. approved agency.



management Scheme is depicted in the following figure for the residential project.

213.4 kg/day

2134 kg/day


20

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

for dry recyclables

and the compost will

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

The cropped grass will be spread on the green area. It will act as

recyclables.

through Govt. approved agency.



residential project.



Figure 5: Solid Waste Management Scheme(Operation Phase)

12.0 ORGANIC WASTE CONVERTER

A waste converter is a machine used for the treatment & recycling of solid & liquid refuse

material. A converter is a self-contained

pasteurization of organic waste; sterilization of pathogenic or biohazard waste; grinding &

pulverization of refuse into unrecognizable output; trash


Pvt. Ltd.

olid Waste Management Scheme(Operation Phase)

12.0 ORGANIC WASTE CONVERTER


contained system capable of performing the following functions:


pulverization of refuse into unrecognizable output; trash compaction; dehydration


21

olid Waste Management Scheme(Operation Phase)


system capable of performing the following functions:


compaction; dehydration.



Figure

Benefits of Organic Waste Converter

1. Large quantity of solid waste is converted to fertilizer in a short period.

2. Fertilizer can be sold as compost to farmers, or used for gardening.

3. Machine requires less space & the effici

4. Manpower & Mantainence is very less.

5. This is one of the latest techniques of managing solid waste.


Pvt. Ltd.

Figure 6: Organic Waste Converter

Benefits of Organic Waste Converter

Large quantity of solid waste is converted to fertilizer in a short period.

Fertilizer can be sold as compost to farmers, or used for gardening.

Machine requires less space & the efficiency is high.

Mantainence is very less.

This is one of the latest techniques of managing solid waste.


22



12.0 GREEN AREA

Total green area measures 4072

plantation within the project. Trees like

Jacaranda mimosifolia,etc. and flowering and ornamental plants have been proposed to be

planted inside the premises.

Particular



Shrubs, herbs, lawns, parks, landscaping and

climber plants (@ 4%)

Water body (@ 2 %)

Table

S. No. Botanical name

1. Cassia fistula

2. Delonixregia

3. Bauhinia purpurea

4. B. Variegata

5. Lagerstroemia flosreginae

6. Grevillearobusta

7. Callistemon lanceolatum


Pvt. Ltd.

m2 i.e. 20.0 % of the plot area which will be area under tree

Trees like Azadirachtaindica, Polyalthialongifolia, Delonixregia,

etc. and flowering and ornamental plants have been proposed to be

Landscape area break-up

Area(m2)

2036

Avenue Plantation (@ 4%) 814.42

Shrubs, herbs, lawns, parks, landscaping and 814.42

407.21

Table 9: Green Belt Development

Botanical name Local name

Amaltas

Gulmohar

Bauhinia purpurea Kachnar

Kachnar

Lagerstroemia flosreginae Pride of India

Grevillearobusta Silk oak

Callistemon lanceolatum Bottle Brush


23

area under tree

Azadirachtaindica, Polyalthialongifolia, Delonixregia,

etc. and flowering and ornamental plants have been proposed to be



8. Anthocephaluscadamba

9. Polyalthialongifolia

10. Putranjivaroxburghii

11. Sterculeaalata

12. Meliaazadirachta

13. Bassialatifolia

14. Cassia javancia

15. Alstoniascholaris

16. Micheliachampaca

17. Terminaliaarjuna

18. Ficusretusa

19. Saracaindica

20. Casuarinaequisetifolia

21. Salix alba

22. Dalbergiasissoo

23. Kigeliapinnata

24. Poangamiaglabra

25. Erythrinaindica

26. Maducalatifolia

27. Ficusinfectoria

28. Cassia nodosa

ORNAMENTAL SHRUBS

29. Delonixpulcherima

30. Plumeria alba

31. Lagerstroemia indica

32. Ervatamiadivaricata


Pvt. Ltd.

Anthocephaluscadamba Kadam

Polyalthialongifolia Ashok

Putranjivaroxburghii Putrajiv

Coconut Buddha

Meliaazadirachta Neem

Mahua

Cassia javancia Pink Shower

Alstoniascholaris Devil Tree

Micheliachampaca Champak

Terminaliaarjuna Arjun

Ficus

Ashoka

quisetifolia Ironwood

White Willow

Dalbergiasissoo Shisham

Sausage tree

Poangamiaglabra Karanja

Erythrinaindica Pangaar

Maducalatifolia Madhu

Pilkhan

Roheda

ORNAMENTAL SHRUBS

Delonixpulcherima Chhotagulmohar

Champa

Lagerstroemia indica Dhayti

Ervatamiadivaricata Chandni


24



33. Nyctanthes arbor

34. Yellow duranta

35. Hibiscus hirusta

36. Cassia biflora

37. Neriumindicum

38. Cassia aungustifolia

39. Cassia glauca

`

13.0 DETAILS OF CONSTRUCTION MATERIALS

List of building materials being used at site:

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


Pvt. Ltd.

Nyctanthes arbor-tristis Harsinghar

uranta Skyflower

Hibiscus hirusta Costa Flores

Twin-flowered cassia

Neriumindicum Kaner

Cassia aungustifolia Senna

Kalamona

DETAILS OF CONSTRUCTION MATERIALS

materials being used at site:

Pipe scaffolding (cup lock system)

Crazy (white marble) in grey cement


25



13. PVC overhead water tanks

14. 2 1/2'’ thick red colour paver tiles

15. PPR (ISI marked)

16. PVC wastewater 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

14.0 MATERIALS USED FOR CONSTRUCTION & THEIR U

Type of Construction Walls: Brick: Plastered both sides Solid Unclastered Plastored both sides Concrete, Ordinary, Dense: -152mm -203mm Concrete block: CLC Fly ash block Hollow Concrete block, 220mm, single skin, outside rendered, inside plastered:CLC Fly ash block Roofs Flat Reinforced concrete slab, 100mm, scered 63-12 mm, 3 layers bituminous feltFloors: Concrete on ground or hardcore fill+ Grano, Terrazze or tile finish + Wood block finish Exposure South Shelterd: Single glazing


Pvt. Ltd.

ter tanks

2 1/2'’ thick red colour paver tiles

S.W. sewer line up to main sewer

PVC rain water down take

Stainless steel sink in kitchen

ISI marked

14.0 MATERIALS USED FOR CONSTRUCTION & THEIR U VALUES

U values (in W/m2deg C) 3.24 2.67 2.24 3.58 3.18 1.19

Concrete block, 220mm, single skin, outside rendered, inside plastered: 1.70

Reinforced concrete slab, 100mm, scered 12 mm, 3 layers bituminous felt

3.35

Concrete on ground or hardcore fill 1.13

1.13 0.85 3.97


26



15.0 LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper

(ii) Concrete mixer with hopper

(iii) Excavator

(iv) Concrete Batching Plant

(v) Cranes

(vi) Road roller

(vii) Bulldozer

(viii) RMC Plant

(ix) Tower Cranes

(x) Hoist

(xi) Labor Lifts

(xii) Pile Boring Machines

(xiii) Concrete pressure pumps

(xiv) Mobile transit mixer


Pvt. Ltd.

LIST OF MACHINERY USED DURING CONSTRUCTION

ii) Concrete mixer with hopper

Batching Plant

(vi) Road roller

(viii) RMC Plant


27

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