application appendix-i/form- i & appendix- ii/ form-...

APPLICATION APPENDIX-I/FORM- I & APPENDIX- II/ FORM- IA &CONCEPTUAL PLAN WITH ANNEXURE

(FOR ToR)Of

EXPANSION OF GROUP HOUSING COLONY PROJECT(AREA: 15.05 Acres)

ATVillage-Sahbajpur Khalsa, Sector-25, District-Rewari, Haryana

BYM/S Jai Buildwell Pvt. Ltd.

CATEGORY- A Project (As S.E.I.A.A Haryana is not Existing)

APPLICANT ENVIRONMENTAL CONSULTANT

M/S Jai Buildwell Pvt. Ltd.307, 3rd Floor, JMD Galleria,

Sohna Road, Gurgon-122001, HaryanaE-Mail: [email protected] &

[email protected] No.: +91 9811103871,0124- 4218841, 842 & 843

VARDAN ENVIRONETQCI/NABET ACCREDITED

D-142, Sushant Lok- III, Sec- 57,Gurgaon- 122001Certificate No.-

NABET/EIA/1316/IA001E-Mail: [email protected]

Phone No.: 9971684812; 9899651342


(FOR ToR)Of












Phone No.: 9971684812; 9899651342


(FOR ToR)Of












Phone No.: 9971684812; 9899651342

Expansion of Group Housing ColonyM/s Jai Buildwell Pvt. Ltd.Village Sahbajpur Khalsa , Sector - 25, District Rewari Form -1

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(I) BASIC INFORMATIONS. No. Items Details1 Name of the Project: Expansion of Group Housing Colony

M/s Jai Buildwell Pvt. Ltd.2 Serial no. in schedule 8(b) “Building & Construction Projects” as per EIA notification 2006

3

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

Total Plot Area = 60,905.092 m2 (15.05 acres)Phase-2 (Expansion) Plot Area: 20,532.4798 m2/5.074 AcresProposed Ground Coverage @ 4,432.544 m2

Proposed FAR @ 45,905.101 m2

Built-up Area: 53,033.474 m2

4. New/Expansion/Modernization Expansion5. Existing capacity/Area etc. EC granted for plot area 52,366.37 m2 i.e. 12.94 Acre and Built up

area 1,39,154.676 m2 (Tower 1-12)6. Category of project A (As S.E.I.A.A/ S.E.A.C, Haryana is expired on 22/03/2015)7. Does it attract the general condition? if Yes,

Please specifyNo

8. Does it attract the specific condition? if Yes,Please specify

No

9. i) Location of unitii) Plot, Survey No, Khasra No.

iii) Villageiv) Tehsilv) Districtvi) State

Village Sahbajpur Khalsa, Sec. 25, Rewari, Haryana17//23/2/2,24/1,25//1,2,9,10/1,11,12,19/1,20,26//3,4,5/1,5/2, 7/2,8,14,15,16/2, 25//10/2, 26//6,7/1Sahbajpur KhalsaRewariRewariHaryana

10. Nearest Railway station/Air Port along withdistance in kms.

Rewari Railway station – 5.7 Km. (approx.), NorthIndira Gandhi International Airport – 64 km (approx.), North-East

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

Rewari- 3.5 km, North

12. Village Panchayat,Zila Prishad, MunicipalCoporation,Local body(Complete postal addresseswith telephone nos. to be given)

Municipal Corporation, RewariM.C. Office, Near Bhadwash Chowk, RewariRewari, Haryana - 122 001Phone: 01274-225263Email: [email protected]

13. Name of Applicant M/s Jai Buildwell Pvt. Ltd.


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14. Regd. Address Office at 307,3rd Floor JMD Galleria, Sohna Road Gurgaon-12200115. Address for correspondence(1):

NameDesignationAddressPin CodeE mailTelephoneFax No.

PROJECT PROPONENTMr. Dinesh NagpalAuthorized SignatoryOffice at 307,3rd Floor JMD Galleria,Sohna Road [email protected] & [email protected]+91 9811103871, 0124-4218841, 842 & 843

16. Address of correspondence(2): ENVIRONMENTAL CONSULTANTVardan EnviroNetD-142, Sushant Lok Phase III,Golf Course Extension Road, Sector-57,[email protected]+91 9899651342

17. Detail of alternative site, if any. Location of thesesites should be shown on a topo-sheet.

This is an expansion of building construction project for whichlicense has already been awarded by Director Town and CountryPlanning. Zoning plan approved.Hence, Not applicable in this case.

18. Interlinked Project There is not any interlinked project as this is a expansion of Group usingHousing Colony by M/s Jai Buildwell Pvt. Ltd.

19. Whether separate application for interlinkedproject has been submitted

Not applicable

20. If, Yes Date of Submission Not applicable21. If no , reason Not applicable22. Whether proposal involves approval/clearance

under: if yes, details of same and status to givena) Forest (conservation) Act 1980?b) Wild life protection Act 1972?c) CRZ notification 1991?

Not applicableNot applicableNot applicable

23. Whether there is any Govt. order/policyrelevant/relating site?

1. Town and Country Planning Department (License No. 116 of 2008& License no. 22 of 2014)

24. Forest land involved(hectares) No Forest land involved in the expansion of Group Housing Colony ofM/s Jai Buildwell Pvt. Ltd.


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25. Whether there is any litigation pending againstthe project and / or land in which is project isproposed to be setup:

a) name of courtb) Case No.c) Orders/directions of Court, if any and its

relevance with the proposed project.

There is no litigation pending against the project and land.

Therefore, Information required against a, b & c is, not applicable.

(II) ACTIVITY:1. Construction, operation or decommissioning of the Project involving actions, which will cause physical

changes in the locality (topography, land use, changes in water bodies, etc.)

S. No. Information/ChecklistConfirmation

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

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

Yes A group housing colony will be constructed on the barrenland of the proposed project site.

1.2 Clearance of existing land, vegetation andbuilding?

No There is no structure present on the site, the site is entirevacant. The existing vegetation at site consists of wildgrasses and weeds. The proposed project has green areadevelopment plan; the local and indigenous species shallbe planted within the project area.

1.3 Creation of new land uses? Yes The proposed site is vacant which consist of wild grass andweeds. The land shall be used for the construction of GroupHousing Colony.

1.4 Pre-construction investigations e.g. bore house, soiltesting?

Yes Soil investigation was carried out and the results werefound satisfactory. Soil investigation report shall besubmitted.

1.5 Construction works? Yes The Construction activities will be confined within theproject premises; there will be no physical changes outsidethe project boundary.

1.6 Demolition works? No Demolition is not required.1.7 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 site only.


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Temporary labour hutments are proposed. Local laboursfrom nearby area will be hired.

1.8 Above ground building , structures orEarthworks including linear structures, cutand fill or excavations

Yes Excavation will be carried out for foundation of buildingsand basements after getting the approval of Mines &Geology Deptt. , Rewari. The excavated soil will be usedin backfilling and other area development activities.

1.9 Underground works including mining ortunneling?

No No underground works including mining/ tunneling isrequired except excavation of earth after getting theapproval of Mines & Geology Deptt., Rewari.

1.10 Reclamation works? No No reclamation work required.1.11 Dredging? No No dredging required.1.12 Offshore structures? No. No offshore structures required.1.13 Production and manufacturing processes? No Not Applicable1.14 Facilities for storage of goods or materials? Yes Raw materials 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. Bricksand steel will be laid in open.

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

Yes Solid Waste:The solid waste generated from the project will be in theform of:

Domestic Waste:

Approximately 2011 kg/day domestic solid waste isestimated to be generated from the project activity; thiswill be collected from designated locations and segregatedinto inorganic and organic wastes. The inorganic non-biodegradable wastes will be sold to authorize vendors forrecycling and the biodegradable wastes will be disposedaccording to MSW (Management & Handling) Rules, 2000and Amendment, 2008.

Liquid effluents:During construction phase, sewage will be treated anddisposed through septic tanks with soak pits. The wastewater in operation phase will be treated up to tertiary level


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in a STP of 630 KLD capacity and the treated sewage willbe reused for toilet flushing, DG cooling and horticulture.The rest of the treated water will be given into tankersupply. Dewatered/dried sludge generated from the STPplant will be used as manure for green belt development.

1.16 Facilities for long term housing of operationalworkers?

Yes Local labourers will be hired from nearby areas duringconstruction phase only temporary labour hutments areproposed. So, there will be no need to create permanentfacilities for long-term housing of operational workers.

1.17 New road, rail or sea traffic duringconstruction of operation?

No. The site has good connectivity to NH-8 Only internalroads; paths will be developed for vehicular movements fortransportation of construction material duringconstruction phase whereas internal tracks and paths willbe developed for traffic circulation (to avoid anycongestion) during operational phase.

1.18 New road, rail, air waterborne or othertransport infrastructure including new oraltered routes and stations, ports, airport etc?

No. The site is well connected through the road network. Thenearest highway is NH-8 which is approx. 3 km away inNorth direction from the project site.

1.19 Closure or diversion of existing transportroutes or infrastructure leading to changes intraffic movements?

No. Since the site is adjacent to NH-8 which has high trafficdensity; not required the diversion or closure of existingtraffic routes.

1.20 New or diverted transmission lines orpipelines?

No. There will not be any new/diverted transmission line orpipeline around the proposed project.

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

No. No impoundment, damming, culverting, realignment orother changes to the hydrology of surface watercourses isproposed.

1.22 Stream crossings? No. There are no streams running across the site.1.23 Abstraction or transfers of water from ground

or surface waters?No Total water requirement of Proposed project will be 678

KLD. Which Include fresh water requirement 372 KLD &treated water requirement 306 KLD. During constructionphase, water will be required which will be provided byHUDA from STP. During operation phase, water supplywill be provided through Municipal corporation.

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

No. Runoff will increase due to increased paved surface.However, increased runoff will be managed by well-


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designed rainwater harvesting system and storm watermanagement plan.

1.25 Transport of personnel or materials forconstruction, operation ordecommissioning?

Yes Transport of personal/material during construction andoperation phase are envisaged. Adequate parking spacewithin the project site for loading and unloading ofmaterials will be provided.Adequate parking space (1378 ECS) will be provided foroperational phase to the residents and commercialoccupants of the premises.

1.26 Long-term dismantling ordecommissioning or restoration works?

No No Long term dismantling or decommissioning orrestoration works will be involved.

1.27 Ongoing activity during decommissioningwhich could have an impact on theenvironment?

No. No decommissioning activity is involved, Thus no impacton the environment by the proposed project.

1.28 Influx of people to an area in eithertemporarily or permanently?

Yes During the Construction phase 100-150 labours will behired from nearby areas

1.29 Introduction of alien species? No. The landscaping will be carried out with mainly localspecies with a few ornamental varieties of flora that arewell suited to the local conditions

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

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

S. No. Information/Checklist confirmation Yes/No

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

2.1 Land especially undeveloped or agricultural land(ha)

No Proposed site is having wild grasses which shall becleared and Group Housing colony shall beconstructed. Local and indigenous plant speciesshall also be planted at proposed site.

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

Yes Total water requirement for the proposed projectwill be 678 KLD (541 KLD for Phase-1 and 137KLD for Phase-2 (expansion)), which include 372KLD (295 KLD for Phase-1 and 77 KLD for Phase-2(expansion)) for fresh water requirement & 306


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KLD (246 KLD for Phase-1 and 60 KLD for Phase-2(expansion)) for recycled/treated waterrequirement.Source of water – HUDA

2.3 Minerals (MT) No Minerals such as sand and aggregates will berequired during the construction phase.

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

Yes All materials for construction will be bought ofreputed make.

2.5 Forests and timber (source – MT) Yes All material forests and timber will be provided byselected suppliers. However, steel frames etc shall beused to minimize the use of timber.

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

Yes The total demand load is estimated at 3,500 KVA.Power will be supplied by DHBVN. Power backup forthe Group Housing Colony Project will be through4 number of DG sets of total capacity 3,500 KVA (i.e.2 × 1250 + 2 × 500 KVA).

2.7 Any other natural resources (use appropriatestandard units)

No No other natural resource will be involved in theproject expect the mentioned above.

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

S.No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source ofinformation data

3.1 Use of substance or materials, which arehazardous (as per MSIHC rules) to humanhealth or the environment (flora, fauna andwater supplies)

Yes The proposed project is a Group Housing Colony,and hence no storage of hazardous chemicals (Asper MSIHC Rules) will be done, expect HSDrequired to run standby D.G. Sets, for which thequantity stored will be below the threshold limitspecified in the MSIHC rules.

3.2 Changes in occurrence of disease or affectdisease vectors (e.g. insect or water bornediseases)

No Suitable drainage and waste management measures(with frequent spray of insecticides etc.) will beadopted in both the construction and operationalphase such that there will be no stagnation of wateror accumulation of waste. This will effectivelyrestrict the reproduction and growth of disease


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vectors.3.3 Affect the welfare of people e.g. by changing

living conditions?Yes Socio-economic standard of people will improve

due to increased employment opportunitiesprovided by this project. This will lead to betterquality of life and will also set a standard for futuredevelopments in the area.

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

No Impacts of this type are not expected.

3.5 Any other causes No No other causes are involved except the mentionedabove.

4. Production of solid wastes during construction or operation or decommissioning (MT/month).S.No. Information/Checklist confirmation Yes/No Details thereof (with approximate

quantities/ rates, wherever possible) withsource of information data

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

4.2 Municipal waste (domestic and or commercialwastes).

Yes The total municipal solid waste to begenerated is approx 2011 kg/day (1591 kg/dayfrom Phase-1 and 420 kg/day from Phase-2(expansion)). The inorganic non-biodegradablewastes will be sold to vendors for recycling andthe biodegradable wastes will be disposedaccordance MSW (M & H) Rules, 2000 andAmendment 2008.

4.3 Hazardous wastes (as per Hazardous WasteManagement Rules)

Yes Spent oil from DG sets will be stored in HDPEdrums in isolated covered facility. This spent oilwill be sold to vendors authorized byHSPCB/MoEF for the treatment of same.Suitable care will be taken so that spills/leaks ofspent oil from storage could be avoided. Thisused oil will be sold to authorized recyclers.Suitable care will be taken so that spills/leaks ofused oil from storage is avoided.


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4.4 Other industrial process wastes No Not applicable, as this is a buildingconstruction projects

4.5 Surplus product No Not applicable, as this is a buildingconstruction projects

4.6 Sewage sludge or other sludge from effluenttreatment

Yes Sludge generated from the STP plant will bedried and later will be used as manure forgreen belt development.

4.7 Construction or demolition wastes Yes The construction waste will consist of excessearth and construction debris along withcement bags, steel in bits and pieces, insulatingand packaging materials etc.Recyclable waste construction materials will besold to recyclers. Unusable and excessconstruction debris will be disposed atdesignated places in tune with the local norms.

4.8 Redundant machinery or equipment No Redundant machinery will not be generated.4.9 Contaminated soils or other materials No Contaminated soils or other materials will not

be generated.4.10 Agricultural wastes No No agricultural wastes will be generated.4.11 Other solid wastes No Not applicable as this is a commercial colony

project.

5. Release for pollutants or any hazardous, toxic or noxious substances to air (Kg/hr).S.No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/

rates, wherever possible) with source ofinformation data

5.1 Emissions from combustion of fossil fuelsfrom stationary or mobile sources

Yes The project does not envisage any major airpollution sources except operation of DG setsduring power failure and vehicular traffic. Theemission from stationary sources (D.G. Sets) hasbeen predicated. The DG sets will be the onlysource of Air emission used during theoperation phase in case of power failure. TheDG Stacks of adequate height will be provided(as per CPCB norms) to disperse the pollutant


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generated from D.G. Sets.The Pollution generated from the vehicularmovement will be check by maintenance &regular check up of vehicles & Local nativeplants will be use in tree plantation all aroundthe project site and road side to reduce theimpact of pollution.

5.2 Emissions from production processes No No production processes involved. Hence, therewill be no such emissions.

5.3 Emissions from materials handling includingstorage or transport

Yes Small quantities of fugitive emissions areenvisaged during transport and handling ofconstruction materials. Such emissions will betemporary and controlled by the use ofsprinkling and other viable techniques likecovering of loose material.

5.4 Emissions from construction activitiesincluding plant and equipment

Yes This will be restricted to the construction phaseand the construction site only.

5.5 Dust or odors from handling of materialsincluding construction materials, sewage andwaste.

Yes Dust is anticipated during loading andunloading of construction material andexcavation of upper earth surface. These willhowever be temporary in nature, which will becontrolled by providing water sprinklers.Tarpaulin cover will be provided on stored loosematerials to reduce the dust emission.

5.6 Emissions from incineration of wastes No Not applicable5.7 Emissions from burning of waste in open air

(e.g. slash materials, construction debris)No Not applicable

5.8 Emissions from any other sources No Not Applicable

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

S.No. Information/Checklist confirmation Yes/No Details thereof (with approximatequantities/ rates, wherever possible) withsource of information data

6.1 From operation of equipment e.g. engines, Yes The machinery which will be used for


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ventilation plant, crushers construction will be of high standard and willadhere to international standard. Thesestandards itself take care of noisecontrol/vibration control and air emissioncontrol. Hence insignificant impacts due toconstruction machinery are envisaged. Apartfrom this, the construction activities will berestricted to daytime only. The constructionactivities will be prohibited during night time.Source of noise in the operational phase will befrom backup DG sets (which will be inoperation only during power failure) andpumps & motors. All the machinery will be ofhighest standard of reputed make and willcomply to standards. DG sets will be usedduring power failure only and will generatenoise level below 75 dB (A).

6.2 From industrial or similar processes No No industrial processes will be carried out inthe proposed project, expected due to runningof various construction equipments/machinery& D.G. Sets during renovation & expansionphase of the projects. Proper maintenance ofmachineries will reduce the generation of noiseand vibration. All the workers will be equippedwith PPE’s during construction phase and D.G.sets will be installed in acoustic enclosureswith proper padding system to reducevibration impact.

6.3 From construction or demolition Yes Due to various construction activities, therewill be short-term noise impacts in theimmediate vicinity of the project site. Theconstruction activities will include thefollowing noise generating activities: Concreting, mixing & operation of DG

sets.


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Construction plant and heavy vehiclemovement.

6.4 From blasting or piling No No blasting or mechanized piling will be done.6.5 From construction or operational traffic Yes Some noise will be generated from vehicular

movement in the construction and operationalphase but that will be mitigated with greenbelt.

6.6 From lighting or cooling systems No No significant noise impact will result fromlighting or cooling systems.

6.7 From any other sources No There will be no other sources for noise &vibration generation except the mentionedabove.

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

S.No. Information/Checklist confirmation Yes/No Details thereof (with approximatequantities/ rates, wherever possible) withsource of information data

7.1 From handling, storage, use or spillage ofhazardous materials

No The used oil from DG sets will be carefullystored in HDPE drums at isolated storage, andperiodically sold to authorized recyclers. Allprecautions will be taken to avoid spillage fromstorage as per The Hazardous Wastes(Management & Handling) Rules, 1989.

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

No There will be no discharge of untreated sewageon land or into water bodies. Adequatetreatment of sewage will be carried out in aSTP of total capacity 630 KLD, proposed withinthe project premises. Treated sewage will bere-used for flushing, landscaping and DGcooling and rest to tanker supply. Externalfacility will be provided to discharge the excesstreated water as per The Water (Preventionand Control of Pollution) Act, 1974.

7.3 By deposition of pollutants emitted to air into the No The DG Sets will be provided with stacks of


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land or into water adequate height of 7 m above the buildingheight. Hence dispersion will be achieved andavoid deposition of pollutants in significantconcentrations at any single location.

7.4 From any other sources No No other sources are involved except thementioned above.

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

No There will be no such risk in the comingfuture.

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

S. No. Information/Checklist confirmation Yes/No

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

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

Yes This is a Group Housing Colony and does notinvolve major hazardous constructionactivity. Hence chances of explosions,spillages, fires etc. are minimal.During construction, suitable personalprotective equipment will be provided to allconstruction workers as required under thehealth & safety norms. Awareness & Trainingabout safety norms will be provided to all thesupervisor and construction workersinvolved in construction activities.To deal with any fire related accident, firefighting facility of single handed hydrantvalve, long hose reel, and portable fireextinguisher shall be provided.

8.2 From any other causes No No other causes are involved except thementioned above.

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

No The project falls under seismic active ZoneIII according to the Indian Standard SeismicZoning Map.A suitable seismic coefficient in horizontal


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and vertical direction respectively, has to beadopted while designing the structure.There are no possibilities of the proposedproject site getting flooded as per recordsavailable.

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

S.No. Information/Checklist confirmation Yes/No Details thereof (with approximatequantities/ rates, wherever possible)with source of information data

9.1 Lead to development of supporting facilities,ancillary development or development stimulatedby the project which could have impact on theenvironment e.g.

Supporting infrastructure (roads, powersupply, waster or wastewater treatment,etc.)

housing development

extractive industries supply industries other

Yes

Yes

No

NoNoNo

The proposed project is for Group Housinguse; it may lead to development ofsupporting services and infrastructure inand around the area.

The project will have positive impact onthe ancillary infrastructure like road,markets, public health, amenities,conveyance facilities etc.The project is an expansion of GroupHousing Colony developmentNot applicableNot applicableNot applicable

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

No Not Anticipated

9.3 Set a precedent for later developments No Not applicable9.4 Have cumulative effects due to proximity to other

existing or planned projects with similar effectsNo Not Applicable

(III) ENVIRONMENTAL SENSITIVITYS. No. Area Name identity Aerial distance(with 15 kms proposed

project location boundary)1. Areas protected under international Sultanpur Bird Sultanpur Bird Sanctuary is located at an


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conventions, national or local legislation fortheir ecological, landscape, cultural or otherrelated value.

Sanctuary aerial distance of 42 km towards North-East from the project site.

2. Areas which are important or sensitive forecological reasons – Wetlands, watercoursesor other water bodies, coastal zone,biospheres, mountains & forests

Not ApplicableThere is no area which is important orsensitive for ecological reasons –Wetlands, watercourses or other waterbodies, coastal zone, biospheres,mountains, forests.

3. Areas used by protected, important orsensitive species of flora or fauna forbreeding, nesting, foraging, resting, overwintering, migration

Not Applicable There are no ecologically sensitivespecies of flora or found in the studyarea.

4. Inland, coastal, marine or undergroundwaters

Not Applicable There is no any inland, coastal, marineor underground water around theproject site.

5. State, National boundaries Haryana-Rajasthan StateBoundary

8 Km (approx.) in SE direction

6. Routes or facilities used by the public foraccess to recreation or other tourist, pilgrimareas.

Garhi Bolni RdNH -8NH -71SH-15

Adjacent to site3 Km (approx.) in South direction5 Km W(approx.) in East direction4.4 Km W(approx.)in North-Westdirection

7. Defense installations None There is no defense installation is in theperiphery of 15 km from the project site.

8. Densely populated or built-up area Rewari 3.5 km, North9. Areas occupied by sensitive manmade land

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

HospitalKalawati HospitalMetro UmkalHospitalAasthaLaboratory, EyeHospital, BloodBankSchools

4 Km (approx.) in NNW direction4.5 Km.(approx.) in North direction

3.7 Km (approx.) in NNW direction


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Sanik SchoolShishu ShalaPublic SchoolHoly Child PublicSchoolJain Public SchoolTemplesShiv MandhirShri KrishanMandirBaba MohandasMandirCommunityFacilitiesPost Office,Axis BankSyndicate BankSadar PoliceStationNew GrainMarket

3 Km. (approx.) in North direction3.4 Km. (approx.) in North direction

4.9 Km. (approx.) in North direction

5.5 Km. (approx.) in North direction

3.2 Km. (approx.) in North direction3.3 Km. (approx.) in NNW direction

6.6 Km. (approx.) in West direction

5.4 Km. (approx.) in North direction4.4 Km. (approx.) in NNW direction5.4 Km. (approx.) in NNW direction3.8 Km. (approx.) in NNW direction

4.3 Km. (approx.) in NNW direction

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

Not Applicable Ground-water resources in the studyarea are depleting at very fast rate andare declared are scarce resources.

11. Areas already subjected to pollution orenvironmental damage. (Those where existinglegal environmental standards are exceeded)

Not Applicable There are no areas which are subjected topollution or environmental damage. Allparameters of Air, Water and Noise etc.will be maintained within permissiblelimit specified by SPCB/CPCB with propermitigation measures.

12. Areas susceptible to natural hazard whichcould cause the project to presentenvironmental problems (earthquakes,subsidence, landslides, erosion, flooding or

Not Applicable The site falls under the Zone III as per theSeismic Zone Map of India.There are no possibilities of earthquakes,subsidence, landslides, erosion, flooding


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extreme or adverse climatic conditions) or extreme or adverse climatic conditionsat the proposed project site as perrecords available.


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“I hereby given undertaking that the data and information given in the application andenclosures are true to the best of my knowledge and belief and I am aware that if any part ofthe data and information submitted is found to be false or misleding at any stage, the projectwill be rejected and clearance given, if any to the project will be revoked at our risk and cost”.

Date:

Place: Mr. Dinesh Nagpal(Authorized Signatory)

Expansion of Group Housing ColonyM/s Jai Buildwell Pvt. Ltd.Village Sahbajpur Khalsa, Sector - 25, District Rewari Form 1 A

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FORM IA

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary attach explanatory noteswith the Form and submit along with proposed Environmental Management Plan & Monitoring Programme).

SECTION 1- LAND ENVIRONMENT(Attach panoramic view of the project site and the vicinity)

1.1 Will the existing land use get significantly altered from the project that is consistent with thesurroundings? (Land use must conform to the approved Master Plan/Development Plan of the area. Change ofland use, if any and the statutory approval from the competent authority are submitted). Attach Maps of (i) sitelocation, (ii) surrounding features of the site (within 500 meters) and (iii) the site (indicating levels & contours) toappropriate scales. If not available attach only conceptual plans.

NoThe project site is a barren land. It is anticipated that the construction activities of the project will not have anadverse effect on the land use activities in the project area. The site is earmarked for residential development asper the Development Plan of Rewari Master Plan -2021. The development of green belt and other landscaping willenhance the visual aesthetics of the area.

Figure 1: Google image showing project site & surroundings


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ConnectivityThe nearest highway is NH-8, NH-71 and SH-15 which is approx. 3 Km, 5 Km and 4.4 Km (appox.) in South, Eastand North-West direction respectively from the project site. The nearest railway station is Rewari railway station,about 5.7 km away in North direction from the project site. The nearest airport is Indira Gandhi InternationalAirport at 64 km in North-East direction from the project site.

1.2 List out all the major project requirements in terms of the land area, built up area, water consumption,power requirement, connectivity, community facilities, parking needs etc.

LAND REQUIREMENT

Table 1: Area StatementS.NO. Particulars EC Accorded PHASE-I Expansion

(PHASE-II)Total

(PHASE I+ PHASE II)/Net

1. Total Plot Area 52,366.37 m2

(12.94 acres)52,366.37 m2 (12.94

acres)8,568.722 m2

(2.11 acres)60,905.092 m2

(15.05 acres)2. Net Plot Area -- 51,496.29 m2 (12.725

acres)-- --

3. Permissible GroundCoverage @ 35%

-- 18,023.70 m2 3,293.082 m2 21,316.782 m2

4. Proposed GroundCoverage@ 18.83%

-- 7,036.907 m2 4,432.544 m2 11,469.451 m2

5. Permissible FAR @175%

-- 90,118.50 m2 16,463.38 m2 1,06,581.88 m2

6. Proposed FAR @174.92%

-- 60,629.116 m2 45,905.101 m2 1,06,534.217 m2

7. Basement 2 nos.(Basement-1=39445.92 m2

Basement-2 =39445.92 m2)

1 no. (Basement-1=39445.92 m2)

1 no. (Basement-1= 42419.783 m2)

1 no. (Basement-1=42,419.783 m2)

8. Non FAR -- 39,445.92 m2 46,574.438 m2 46,574.438 m2

9. Built up area(FAR + Non FAR Area)

1,39,154.676 m2 1,00,075.036 m2 53,033.474 m2 1,53,108.51 m2

10. Maximum height 71.6 m 71.6 m 64.35 m 71.6 m11. Maximum No. of Floor G+19 G+19 G+18 G+1912. No. of Basement 2 Basement 1 Basement 1 Basement 1 Basement13. Total No. of

Blocks/Tower10 Towers Tower-1 to 3 = G +18

floorTower-4 to 6 = G+13floorTower-7 & 8 = G+19floor

2 TowerTower-11- G +13floorTower-12- Stilt+13 floor

12 Towers


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Tower 9 & 10 = G+17floor

14. No. of Units D.U. = 530EWS = 104Servants = 56

D.U. = 530EWS = 104Servants = 56



15. Activities Dwelling Unit,EWS unit,Servant unit,Nursery School,shops & club

Dwelling Unit, EWSunit, Servant unit,Nursery School, shops& Community building

Dwelling Unit &Nursery School

Dwelling Unit, EWSunit, Servant unit,Nursery School,shopping &Communitybuilding

16. Parking facilities 1388 ECS Parking Required =1002 ECSParking Provided =1050 ECS

Parking Required= 277 ECSParking Provided =328 ECS

Parking Required=1279 ECSParking Provided=1378 ECS

17. Power Requirement &Sources

3200 KVA Power requirement = 3500 KVASource: Dakshin Haryana Bizli Vitaran Nigam (DHBVN)

18. No. of DG sets -- 4 DG sets of total capacity 3,500 KVA (2×1,250 KVA+ 2×500 KVA)19. Total Population -- 4,334 Persons 1,123 Persons 5,457 Persons20. Water Requirement Total water =

544 KLDFresh water =294 KLD

Total water = 541KLDFresh water = 295KLDRecycled water = 246KLD

Total water = 137KLDFresh water = 77KLDRecycled water =60 KLD

Total water = 678KLDFresh water = 372KLDRecycled water =306 KLD

21. Wastewater Generation 373 KLD 396 KLD 105 KLD 501 KLD22. Capacity of STP 500 KLD 500 KLD 130 KLD 630 KLD23. Total Green Area 39.93%

(20,909.89 m2)16,513.108 m2 2,998.939 m2 19,512.047 m2

24. Cost of the project - 140 Crores (Approx.) 70 Crores(Approx.)

170 Crores(Approx.)

25. Rain Water HarvestingPits

13 13 2 15

26. Solid Waste Generation 1,421.25 kg/day 1,591 kg/day 420 kg/day 2,011 kg/day

*FAR = Floor Area Ratio

1.3 What are the likely impacts of the activity on the existing facilities adjacent to the site? (Such as openspaces, community facilities, details of the existing land use and disturbance to the local ecology).


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The project being a well planned activity will result in organized open spaces and green areas. About 19512.047m2 of the area is shall be used for landscaping. The project will have an overall positive impact on the existing landuse and will not cause any disturbance to the local ecology. activity shall have no impact on surroundings.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Detail of soiltype slope analysis, vulnerability to subsidence, seismicity etc may be given).There shall be no land disturbance resulting in erosion, subsidence and instability as it is a flat land. The site fallsunder the Zone III as per the seismic zone map of India and indicating moderate damage risk zone. The projectwill be earthquake resistant taking into account the latest provisions of Indian Standards Codes.

Figure 2: Seismic map of Haryana

1.5 Will the proposal involve alteration of natural drainage system? (Give details on a contour map showingthe natural drainage near the project site).The project does not intersect any natural drainage route. No perennial or non-perennial drainage system is foundto exist in the project area or being obstructed by the project. The surroundings comprise an urbanized stretch.Well planned storm water drainage has been designed to take care of internal storm water drainage. Thus, noimpact on the natural drainage system is anticipated.


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1.6 What are the quantities of earthwork involved in the construction activity-cutting, filling, reclamationetc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc?)The excavation work is involved in the proposed project for establishing the basements and pillar of proposedExpansion of Group Housing Colony. The filling works will be done by the excavated material and no extra materialwill be used. All the topsoil excavated from construction activities shall be stored separately and used in greenbeltdevelopment within the project site. Hence, the need for movement of soil to and from the site is not anticipated.

1.7 Give details regarding water supply, waste handling etc. during the construction period.Water requirement during construction phase will be met from STP HUDA. Waste handling during theconstruction phase shall be done by the site contractor whose responsibility lies with collection and storage ofconstruction and demolition waste generated on the site. All construction wastes generated during constructionwill be used within the site itself for filling the floors, roads, aggregate for mortar etc. to the extent feasible.Remaining will be sent to the agency for proper disposal.

1.8 Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands aregetting modified from the activity).No. The site area is a flat land and the surroundings are characterized by an urbanized stretch. No low lying areasor wetlands are found in the region.

1.9 Whether construction debris & waste during construction cause health hazard? (Give quantities ofvarious types of wastes generated during construction including the construction labor and the means ofdisposal).

No significant health hazard is associated with the proposed construction. During construction period, source of fugitive dust generation will be material handling and vehicular

movement. Impact due to fugitive dust emission is negligible as water sprinklers will be used to suppressfugitive dust emission as and when generate. However, the impacts will be confined to labourers/workersparticularly with regard to occupational exposure. Proper personal protective equipment will be providedto the workers working in the potential area (e.g. marks, ear plugs etc).

Carefully design, planning and good site management would minimize waste of materials such asconcrete, mortars and cement grouts. Construction waste will be segregated as much as possible at siteitself to increase the feasibility of recycling concrete and masonry as filling material and steel pieces assaleable scrap. Litter disposal and collection points will be established around the work sites. Emptypackaging materials, drums, glass, tin, paper; plastic, wood and other packaging materials, etc will bedisposed through recyclers. The construction spoils will be temporarily stored at designated dumpsitelocated inside the site premises. Later on these wastes will be used for land filling/leveling work within the


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site premises. An estimate of the average composition of waste generated from the onsite constructionactivities given in table-2:

Table 2: Composition of Waste Generated from the Onsite Construction Activities

S. No. Constituents Percentage Composition (%)1 Soil, Sand and Gravel 35.802 Brick and Masonry 30.663 Concrete 23.244 Metal 5.105 Bitumen 2.106 Wood 2.107 Other 1.00

Total 100.00

SECTION-2 WATER REQUIREMENT

2.1 Give the total quantity of water requirement for the proposed project with the breakup of requirement forvarious uses, How will the water requirement met? State the sources & quantities and furnish a water balancestatement.The water supply will be provided through the HUDA Supply. The total water requirement is approx. 678 KLD(541 KLD for Phase-1 and 137 KLD for Phase-2 (Proposed Expansion)), out of which total fresh waterrequirement is 372 KLD (295 KLD for Phase-1 and 77 KLD for Phase-2 (Proposed Expansion)) and treated waterwill be 204 KLD (160 KLD for Phase-1 and 44 KLD for Phase-2 (Proposed Expansion)).

Table 3: Water Demand & Waste Water Generated From Phase-1 & Phase-2 (Expansion)

S.No.

Description TotalOccupancy

Rate ofWaterDemand

(lpcd)

Domestic(KLD)

Flushing(KLD)

Total waterrequirement

(KLD)

Waste watergenerated

Phase-11. DU (530) 2650 135 238.5 119.25 357.75 310.052. EWS (104) 520 135 46.8 23.40 70.20 60.843. Units with Servants

(56) 112 45 1.7 3.36 5.04 4.704. Nursery School 182 45 2.7 5.46 8.19 7.64


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5. CommunityBuilding 291 15 1.75 2.619 4.37 4.02

6. Shopkeepers 28 45 0.4 0.84 1.26 1.18Visitors of RetailArea 55 15 0.33 0.495 0.83 0.76

7. Yagyashala, Pooja &Multipurpose Hall

102 150.61 0.918 1.53 1.41

8. Visitors 394 15 2.36 3.546 5.91 5.449. DG Cooling NIL NIL 3 NIL10. Horticulture @

16513.108 m2@ 5lit/m2

NIL NIL 82.6 Say 83 NIL

Total 295.15KLD SAY295 KLD

159.888KLD SAY160 KLD

540.68KLD SAY541 KLD

396.04 KLDSAY 396 KLD

Phase-2 (Proposed Expansion)1. DU (147) 735 135 66.15 33.08 99.23 86.002. EWS (16) 80 135 7.2 3.60 10.80 9.36

Units with Servants(12)

24 450.4 0.72 1.08 1.01

Nursery School 182 45 2.7 5.46 8.19 7.643. Visitors 102 15 0.61 0.918 1.53 1.414. DG Cooling NIL NIL 1 NIL

Horticulture @2998.939 m2

@ 5lit/m2

NIL NIL 15 NIL

Total 77.06 KLDSAY 77KLD

43.78 KLD44 KLD



Grand Total 372 KLD 204 KLD 678 KLD 501 KLD

The fresh water requirement during operation Phase will be met from HUDA and the sewage generated will betreated in the Sewage Treatment Plant.


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Figure-3(a): PHASE-1 WATER BALANCE DIAGRAM

246 KLD

@ 90%

Total wastewatergenerated(396 KLD)

STP(500 KLD)

Recycled/Treatedwater

(356 KLD)

Supply to otherconstruction site

(110 KLD)

@ 100%

Total WaterRequirement(541 KLD)

Fresh WaterRequirement(295 KLD)

(319.04 KLD)

Recycled/Treated Water(246 KLD)

Wastewatergenerated

(NIL)

Wastewatergenerated

(NIL)

Wastewatergenerated(236 KLD)

Wastewater generated(160 KLD)

Domestic Water(295 KLD)

Flushing(160 KLD)

Horticulture(83 KLD)

DG Cooling(3 KLD)

@ 80 %

STP capacity more than 20% ofwastewater generated


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FIGURE 3(b): PHASE-2 (Proposed Expansion) WATER BALANCE DIAGRAM

60 KLD


@ 90%


STP(130 KLD)


(95 KLD)


(35 KLD)

@ 100%


Fresh WaterRequirement

(77 KLD)


Wastewatergenerated

(NIL)

Wastewatergenerated

(NIL)




Flushing(44 KLD)


DG Cooling(1 KLD)

@ 80 %


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FIGURE 3(c): Total WATER BALANCE DIAGRAM (PHASE-1+ PHASE-2)

306 KLD


@ 90%


STP(630 KLD- One)


(451 KLD)


(145 KLD)

@ 100%




Wastewatergenerated

(NIL)

Wastewatergenerated

(NIL)


Wastewatergenerated

(204 KLD)


Flushing(204 KLD)


DG Cooling(4 KLD)

@ 80 %


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

The water supply will be provided through the HUDA Supply. The total water requirement is approx. 678 KLD(541 KLD for Phase-1 and 137 KLD for Phase-2 (Proposed Expansion)), out of which total fresh waterrequirement is 372 KLD (295 KLD for Phase-1 and 77 KLD for Phase-2 (Proposed Expansion)) and treated waterwill be 204 KLD (160 KLD for Phase-1 and 44 KLD for Phase-2 (Proposed Expansion)).Water requirement will befulfilled by HUDA water supply.

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

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

2.4 How much of water requirement can be met from the recycling of treated wastewater? (Give the details ofquantities, sources and usage)It is expected that the complex will generate approx. 501 KLD of wastewater. The wastewater will be treated inthe STP of capacity 630 KLD provided within the project site generating 451 KLD of reusable water from STPwhich can be used in landscape development & DG cooling.

Table 4: Recycled Water Use

S. No. Description

Water Requirement(KLD)

SourcePhase-1

Phase-2(Expansion)

1. Flushing 160 44 Sewage Treatment Plant

2. Horticulture 83 15 Sewage Treatment Plant3. DG set cooling 3 1 Sewage Treatment Plant4. Sent to Construction Sites 110 35 Sewage Treatment Plant

Total 356 KLD 95 KLD

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

Not applicable


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2.6 What is the incremental pollution load from wastewater generated from the activity? (Give details of thequantities and composition of wastewater generated from the activity)Approximately, 501 KLD of wastewater (396 from Phase-1 & 105 KLD from Phase-2 (expansion)) will be generatedfrom the operational Phase of the proposed project. This waste water generated will be treated in well designedsewage treatment plant of total capacity 630 KLD based on Moving Bed Bioreactor Technology. Dual plumbingsystem will be provided for reuse of treated water in flushing, landscaping, DG set cooling and rest of the treatedwater will be supplied to water tanker suppliers. Hence, no incremental pollution load is been expected fromwastewater generated from the activity.

Table-5: Details of Wastewater GenerationDetails Water (KLD)Water requirement for domestic purpose 372Wastewater generated from domestic use (@ 80% of domestic water requirement) 297Water requirement for Flushing Purpose 204Wastewater generated from Flushing (@ 100% of flushing requirement) 204Total Wastewater generated 501 KLD

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

Rainwater harvesting is proposed as a water conservation tool. 15 rain water harvesting pits (13 in Phase-1 unitand 2 in Phase-2 (expansion unit)) will be provided for the storm water drainage within the project premises atselected locations, which will catch the maximum run-off from the area. It is self-sufficient to avoid anycollection/stagnation and flooding of water.1) Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is planned

adjacent to roads. All building roof water will be brought down through rain water pipes.2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rain

water harvesting and ground water recharging.3) For basement parking, the rainwater from ramps will be collected in the basement storm water storage tank.

This water will be pumped out to the nearest external storm water drain.4) Peak Hourly rainfall of 48mm/hr shall be considered for designing the storm water drainage system. Rain water

harvesting has been catered to and designed as per the guidelines of CGWA. At the bottom of the recharge well,a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain waterharvesting plan are as follows: Catchments/roofs would be accessible for regular cleaning. The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of

material into the water. Roof painting has been avoided since most paints contain toxic substances and maypeel off.


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All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most of thedebris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested bythe mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is flushed off.

No sewage or wastewater would be admitted into the system. No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system.

2.8 What would be the impact of the land use changes occurring due to the project on the runoffcharacteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis?Would it aggravate the problems of flooding or water logging in any way?

The project will include paved areas and thus the runoff from the plot is expected to increase due to reducedinfiltration. However, the increased runoff will not cause flooding or water logging as a well designed storm waterdrainage will be provided. The runoff will finally be collected into rainwater harvesting pits for groundwaterrecharging. The quality of the runoff is expected to improve due to paved areas.

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

Water demand will be fulfilled from Huda Supply. No adverse impact is expected on this account as extensiverainwater harvesting will be implemented across the project site. To reduce the freshwater demand and hence thegroundwater stress, treated wastewater will be used for landscaping, DG cooling, flushing, road cleaning andtanker supply.

2.10 What precautions/ measures have been to check the surface run-off, as well as uncontrolled flow ofwater into any water body?The following management measures are suggested to protect the water quality are:

Avoid excavation during monsoon season.

Care would be taken to avoid soil erosion.

Community toilets shall be constructed on the site during construction phase and the wastewater will bechannelized to the septic tank in order to prevent wastewater from entering the water bodies.

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

To prevent surface and ground water contamination by oil/grease, leak proof containers would be usedfor storage and transportation of oil/grease. The floors of oil/grease handling area would be kepteffectively impervious.


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Collection and settling in the storm water, prohibition of equipment wash downs, and prevention of soilloss and toxic release from the construction site will be adhered to minimize water pollution.

2.11 How is the storm water from within the site managed? (State the provisions made to avoid flooding of thearea, 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 managementof this resource is a must to ensure that it is free of contamination. A detailed Storm Water Management Plan willbe developed which will consider the sources of storm water. The plan will incorporate best managementpractices which will include the following:

Regular inspection and cleaning of storm drains. Installation of clarifiers or Oil/Water separators/traps system of adequate capacity around parking areas

and garages as per requirement. Avoid application of pesticides and herbicides before wet season. Conducting routine inspections to ensure cleanliness. Preparation of spill response plans, particularly for fuel and oil storage areas. Provision of silt traps in storm water drains. Good housekeeping in the above areas.

2.12 Will the deployment of construction laborers particularly in the peak period lead to unsanitaryconditions around the project site (Justify with proper explanation).

No, mostly local laborers will be employed during the construction phase and thus negligible quantities of wasteswill be generated. Mobile toilets will be provided and the wastewater generated will be collected in septic tanks.

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

It is expected that the project will generate approx. 501 KLD (396 KLD from Phase-1 and 105 KLD fromPhase-2 (expansion)) of wastewater. The wastewater will be treated in the STP provided within thepremises of capacity 630 KLD of recoverable/treated water which will be used in flushing, horticultureand DG set cooling and rest of treated water will be sent to construction sites.

Separate garbage bins with different colours will be provided for the management of bio-degradable andnon-bio-degradable waste.


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

Total water requirement for the project will be 678 KLD (541 KLD for Phase-1 and 137 KLD for Phase-2(expansion)). The fresh water requirement will be 372 KLD (295 KLD for Phase-1 and 77 KLD for Phase-2(expansion)). During operation Phase, 501 KLD (396 KLD from Phase-1 and 105 KLD from Phase-2 (expansion))waste water will be generated which will be treated in STP of 630 KLD. Treated water obtained from STP shall be451 KLD (356 from Phase-1 and 95 KLD from Phase-2 (expansion)), out of which 204 KLD (160 KLD fromPhase-1 and 44 KLD from Phase-2 (expansion)) shall be utilized for flushing, 4 KLD (3 KLD from Phase-1 and 1KLD from Phase-2 (expansion)) for DG set Cooling, 98 KLD (83 KLD from Phase-1 and 15 KLD from Phase-2(expansion)) for greenbelt development and rest 145 KLD (110 KLD from Phase-1 and 35 KLD from Phase-2(expansion)) water will be given to nearby construction sites for construction purpose.

SECTION-3: VEGETATION3.1 Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with itsunique features, if any).

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

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

The project does not support any significant vegetation. It is to develop a multilayered peripheral greenbelt ofnative plant species to enhance the aesthetic value of the region and also provide an excellent habitat for variousfaunal groups.

3.3 What are the measures to be taken to minimize the likely impacts on important site – features (Givedetails of proposal for tree plantation, landscaping creation of water bodies etc along with a layout plan to anappropriate scale?)

Green belt will be developed along the periphery of the project premises along with the internal parks and lawns.19512.047 m2 the project area will be developed as green belt and organized green spaces. Plantation would be oflarge leaf trees that provide adequate shade and are evergreen to semi-evergreen. The plantation matrix adoptedfor the green belt development includes pit of 0.3 m × 0.3 m size with a spacing of 2 m x 2 m. In addition, earthfilling and manure may also be required for the proper nutritional balance and nourishment of the sapling. Multi-


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layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are for the greenbelt. In addition creepers will be planted along the boundary wall to enhance its insulation capacity.

SECTION 4: FAUNA

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

No. The existing land use around the site is urban and does not provide a habitat for wild species. The multilayeredperipheral greenbelt will provide an excellent habitat for the native 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 avifauna of the area. However, planting of fruitbearing trees in the greenbelt will be an attraction to the local bird population.

4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on fauna.No direct or indirect impact on fauna is envisaged.

SECTION 5: AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give details ofbackground air quality levels with predicted values based on dispersion models taking into account the increasedtraffic generation as a result of the construction).Ambient air monitoring was carried out at the project site during the environmental assessment.During the post construction phase, cars, scooter/motorcycle will be owned by the residents of Residential Project.Vehicular emissions will be major source of air pollution in addition to DG set. Quantum and dispersion ofpollutants form vehicular emission will depend upon the following:

Volume of traffic on the roads, Meteorological conditions. Emission sources from D.G. Sets.

From vehicular emissions, PM, NOx and CO is pollutants of primary concern. The dispersion of vehicular emissionswould be confined within 100 m from the road and concentration will decrease with the increase in distancefrom road. It is anticipated that the contribution of vehicular emissions in ambient air quality will be marginal butwell within the stipulated National Ambient. At higher wind speed dispersion will be faster.


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Mitigation Measures: The residential project will develop a green belt inside the premises of the project site andalong the internal road, which will work as barrier for the movement of pollutants and help in pollution control.

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

During operation, there will be increase in atmospheric concentration of gases and particulate matter due tooperation of total DG sets. 4 D.G. Sets of total capacity 3500 KVA (2×1250 KVA+ 2×500 KVA) will be provided forback up electricity supply during power failure. This will cause emissions of PM, SOx, NOx and CO. However, theD.G. Sets will be operational only during power failure and low sulphur diesel will be used. Adequate stackheights of D.G. Sets will be provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) tofacilitate natural dispersion of exhaust gases as given below considering height of the building.

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

Adequate provision will be kept for car/vehicles parking at the project. There shall also be adequate provision forvisitors parking so as not to disturb the traffic and allow smooth movement at the site.

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

Internal roads of 6 m width, footpaths/pedestrian pathways have been well planned for the project.

5.5 Will there be significant increase in traffic noise & vibrations? Give details of the sources and themeasures for mitigation of the above.

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

5.6 What will be the impact of D.G. sets and other equipment on noise levels and vibration in ambient airquality around the project site? Provide details.

During operation, vehicular movement and operation of DG sets are the major sources of noise pollution. Butboth these activities- DG set and vehicular movement will not have any significant impact on the people residingin the area. Since DG set will not be operational continuously and moreover it will be placed away from


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residential settlements and will be enclosed with suitable enclosures, hence no or minimal impact will beanticipated. It is envisaged that the movement of the motor vehicles will be restricted to designated carriagewaysonly.

SECTION-6 : AESTHETICS

6.1 Will the construction in any way result in the obstruction of a view, scenic amenity or landscapes? Arethese considerations taken into account by the proponents?

The site lies in an urbanized settlement and is well planned. Thus, no obstruction of view or scenic beauty orlandscape is anticipated. Furthermore, the construction will be planned in such a way that the organized openspaces and landscaped areas will render the plot aesthetically appealing.

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

No impacts anticipated.

6.3. Whether there are any local considerations of urban form & urban design influencing the designcriteria? They may be explicitly spelt out.

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 significantfeatures in the vicinity of the site have been considered?No anthropological or archaeological sites or artifacts are found near the site area

SECTION-7: SOCIO-ECONOMIC ASPECTS

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

The project is situated in the residential zone and hence there will be no change in demographic structure.Construction phase: Since local laborers will be engaged during construction phase, alteration to the existingdemographic profile of the area is not anticipated.


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Operation phase: The changing demography in the area is another impact that needs attention. The project willmainly lead to spatial redistribution of local population and hence no considerable influx of population isenvisaged 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 and project site is located in the development areaunder the Master Plan of Rewari. However all sorts of social infrastructure like transportation facilities, watersupply & sanitation facilities, communication facilities, educational institutes, hospital, markets, banks, culturalamenities etc. already exist in Rewari.

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

Construction phase: There are no religious sites or archeological monuments of historical significance in or nearthe project site. Hence, no adverse impact in this regard is anticipated. Rather, this phase will generate jobs thatrelate to unskilled, semi skilled as well as skilled labour category. Few supervisory positions will also open up, forwhich local candidates will be considered based on merit.

Operation phase: The project will provide state-of-the-art housing facility in the area, thereby improving thequality of life. A residential project of such scale will also boost the local economy.

SECTION-8: BUILDING MATERIALS

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

For the purpose of paved path, sun dried pavers will be used instead of baked pavers as they are manufacturedthrough energy efficient processes.

8.2 Transport and handling of materials during construction may results in pollution, noise and publicnuisance. 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.


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• Water sprinkling shall be done on haul roads where dust generation is anticipated.• Raw material storage and handling yard will be enclosed from all sides.• To minimize the occupational health hazard, proper personal protective gears i.e. mask shall be provided to

the workers working in the dust prone areas.

Mitigation Measures for Noise Pollution during Construction Stage:• Administrative as well as engineering control of noise will be implemented.• Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure

minimum noise at receiver’s end.• To prevent any occupational hazard, 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.

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. Recycled materials will be bought from outside sources and willbe used as fillers in base and sub-base of the carriageway, footpaths pavements or pedestrian way, as needed.

8.4 Give detail of the methods of collection, segregation & disposal of the garbage generated during theoperation phases of the project.The solid waste of the project will be segregated into biodegradable waste and non-biodegradable. Biodegradablewaste and non biodegradable waste will be collected in separate bins. Biodegradable waste will be treated in theproject premises by vermicomposting. The recyclable wastes will be sent off to the government authorizedrecyclers. Proper guidelines for segregation, collection and storage will be prepared as per Municipal Solid Wastes(Management and Handling) Rules, 2000 and amended Rules, 2008.

SECTION-9: ENERGY CONSERVATION

9.1 Give details of the power requirements, source and supply, backup source etc. What is the energyconsumption assumed per square foot of built-up area? How have you tried to minimize energy consumption?The details of power requirement, sources, backup power requirement are given in the Table below:

Power Requirement, Sources and Backup Plan

Power Requirement 3500 KVASources of Power Dakshin Haryana Bijli Vitran Nigam (DHBVN)


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Backup power supply arrangement 4 DG Sets of total capacity 3500 KVA (2×1250+ 2×500 KVA) willbe used in case of power failure only.

Effective Conservation Measures & Management Plan attached in EMP.

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

Backup power units will be provided by 4 Nos. of DG sets of total capacity 3500 KVA (2×1250+ 2×500 KVA)capacity. The DG sets will be operated only during power failure.

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristicsrelated to both short wave and long wave radiation?

Suitable thickness of glass depending upon the panel size to keep the U value as per ECBC requirement.

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

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 thebuilding and thus reduce the air conditioning loads.

9.5 Does the layout of street & building maximize the potential for solar energy devices? Have youconsidered the use of street lighting, emergency lighting and solar hot water systems for use in the buildingcomplex? Substantiate with details.Layout of buildings has been done as per the sun path analysis so that the design cuts off direct radiations ofcritical hours which are specific to the orientation. Solar energy will be harnessed to meet various energyrequirements of the project such as:• Solar street lights.• Solar blinkers.• Solar power packs/inverters.• Roof top SPV (Solar Photo voltaic) systems with or without grid interaction.

9.6 Is the shading effectively used to reduce cooling/heating lands? What principles have been used tomaximize the shading of walls on the East and the West and the Roof? How much energy saving has beeneffected?


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Pergolas, projection, façade elements, metal louvers will be provided to reduce cooling loads. Green area and openareas will be so spaced that a reduction in temperature is achieved.

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

Yes. The walls and rooms will be insulated such that air conditioning load is reduced. Well designed buildingstructures will allow natural light to enter. Measures prescribed in Energy Conservation Building Code 2007 willbe adopted to reduce the heat influx by walls, roofs and openings. Only prescribed quality of glasses will be used.

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

Heat emissions from the construction may be from the following sources: Heat absorbed from the paved and concrete structures Heat generated from equipment/appliances Heat increase due to population increase in the expansion of Group Housing Colony Project.

However, the heat generated will not be significant and will be dissipated in the greens and open areas providedwithin the project area.

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

The roof tops of the buildings will be planned with puffing/bricks bat coba for water proofing and thermalinsulation. Roof tops will also have partly landscaped area/gardens.External wall-external opening will have regular door windows with slightly tinted glass. Regular walls have somecladding/fixture paints.

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

Firefighting measures shall be adopted as per the guidelines of NBC. External yard hydrants installed around allbuildings in the complex and galvanized steel fire hose boxes/cabinet (weather proof). All external yard hydrantsshall be at one meter height from finished ground level as per NBC at a distance of 45 m along the road. Externalfire hydrants shall be located such that no portion of any building is more than 45 m from a hydrant and theexternal hydrants are not vulnerable to mechanical or vehicular damage.


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Fire hydrant system will be provided within the buildings, fire escape staircases and refuge areas will be providedand the building structures will be planned as per NBC. In addition, 10 kg fire extinguishers will be provided forclass A, B, and C fires. CO2 extinguishers will also be provided.

9.11 If you are using glass as wall materials, provide details and specifications including emissivity andthermal characteristics.

The project being a Group Housing Colony will not involve use of glass as wall material. All fenestration with U-factors, SHGC, or visible light transmittance determined, certified and labeled in accordance ISO 15099 shall beadopted.

9.12 What is the rate of air infiltration in to the building? Provide details of how you are mitigating the effectsof infiltration.

The project will not be centrally air conditioned and hence there will be provision for ample natural ventilation.

9.13 To what extent the non–conventional energy technologies are utilized in the overall energyconsumption? Provide details of the renewable energy technologies used.Solar energy will be variedly used as:

Solar street lights.

Solar blinkers.

Solar power packs/inverters.

Roof top SPV (Solar Photo voltaic) systems with or without grid interaction.

Green area is provided along with tree plantation which will result in natural air cooling and will reduce the loadon conventional energy sources.


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SECTION-10: ENVIRONMENT MANAGEMENT PLAN10.1 The Environment Management Plan (EMP) would consist of all mitigation measures for each component of the environment due to the activitiesincreased during the construction, operation and the entire life cycle to minimize adverse environmental impacts resulting fr om the activities of the project. Itwould also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case ofemergency such as accidents at the sites including fire.

A detailed environmental management plan is presented in Table-6 & 7 to mitigate all the identified environmental impacts that are found to be significant.

Table-6: Environmental Management Plan – Construction Phase

S. No Environmental Impacts Mitigation MeasuresImplementing

AgencyMonitoring

Agency(i) Air pollution due to emissions from

construction machinery andmovement of vehicles.

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

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

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

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

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

BuildingContractor

Projectproponent

(ii) Air pollution, noise and safety hazarddue to movement of constructionvehicles through internal roads ofproject premises.

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

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

BuildingContractor

Projectproponent


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

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

b) Generator sets should be provided with noise shields around them.c) Vehicles used for transportation of construction material should be well

maintained.d) The workers operating high noise machinery or operating near it should be

provided with ear plugse) The high noise generating stationary machinery should be located at the

southern or central portion of the site

BuildingContractor

Projectproponent

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

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

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

BuildingContractor

Projectproponent

(v) Sanitation and healthcare at workerscamp

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

b) The construction camp should be located on the south-west corner of the sitec) The contractor shall build septic tanks with adequate capacity at the workers

colony and at construction yard.d) All organic waste guaranteed at construction yard and worker camp should be

composted in compost trench.e) Quarterly health check-ups of construction workers should be organized at

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

workers colony.

BuildingContractor

Projectproponent

(vii) Improvement of Access Roads to the a) Improvement and widening of the existing access roads. Building Project


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site b) Establishing road connectionc) Relocation of the encroachments in temporary shelters if the approach road

along the boundary of the project site connecting the road is used fortransportation of construction materials to the site.

Contractor proponent

(viii) Impact on Micro Climate a) On-site planting of shading treesb) Planting of numbers of trees, of species suitable to the semi arid climatic

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

BuildingContractor

Projectproponent

Table-7: Environmental Management Plan - Operational PhaseS.

NoEnvironmental

ImpactsMitigation Measures

Organizational /Monitoring Arrangements

TrainingRequirements

ImplementingArrangements

(i) Unsanitary conditions inthe rehabilitation site due toinadequate management ofsolid waste

1. Provision for door–to-doorcollection of waste from shopsand arrangement for itsregular removal from the site

2. Participation of communitygroups in the collection anddisposal process

Formation of society by involvingcommunity voluntary groups andcreation of a corpus funds thatcould be utilized for the solidwaste management in the projectsite.

1. Training andawareness programswith the communitymembers.

2. Training for thesegregation of waste.

Apartment Staffs would monitorthe solid waste collection andwill be responsible for thedisposal of the waste. Day to dayfunctioning of waste collectionand management of fund wouldbe the responsibility of thesociety

(ii) Maintenance of adequatequality of life standard inthe resettlement site

1. Provision of rainwaterinfiltration through shallowwells at the site to augmentground water resources

Association between thecommunity group, society andproject proponent for themaintenance and operation of

Training and awarenessprogram with thecommunity members forthe proper maintenance of

Apartment Staff through thecommunity group


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the system the facility2. Provision for regular potable

water supply to meet thedrinking water needs of thestaff

project proponent forming a taskforce with the Local MunicipalCorporation to monitor theconsistency in supply of potablewater

Awareness program withthe resident’s populationfor the conservation ofpotable water

--

3. Provision for adequatemaintenance of assets to ensuretheir smooth functioning

Association between thecommunity group, society andproject proponent for themaintenance and operation ofthe system

Training for thecommunity groups on themaintenance needs.

Society with the Communitygroup

4. Development and maintenanceof green-belt and green areasto overcome micro-climaticimpacts

project proponent in associationwith the community monitoringgroup

Training to the communitygroup on plantmaintenance

Society with the communitygroup

Expansion of Group Housing ColonyM/s Jai Buildwell Pvt. Ltd.Village Sahbajpur Khalsa, Sector - 25, District Rewari CONCEPTUAL PLAN

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INTRODUCTION

M/S Jai Buildwell Pvt. Ltd. is main object of real estate developers, promoters, infrastructure developers & financers. Thecompany is having its office at Rewari. The Authorized Signatory of company is Mr. Dinesh Nagpal. The management ofthe company has decided to develop a Group Housing Colony in the Sahbajpur Khalsa of District Rewari, which islocated in close Vicinity of Dharuhera, Bawal Industrial Area at NH-8 approx. 5 Km. The company has alreadypurchased land measuring 12.94 acres village Sahbajpur Khalsa to develop and construct a Group Housing Colony atthe proposed site. The license was granted vide Directorate Town and Country Planning, Haryana Letter memo.LC-852-Asstt.-SK/2013/30332 dated 7/02/13 over 12.94 Acres at village Sahbajpur Khalsa Sector-25, Rewari. The earlierEnvironmental clearance has been granted on dated 29/05/2014 vide letter No. SEIAA/HR/2014/756. Now managementof company decides to develop some expansion and purchase additional land measuring 2.325 acres vide License no.22 of 2014 dated 11/06/2014 valid up to 10/06/2014. The site is ideal as Rewari is situated near NH-8 which is alsonearest to Rewari and Bawal. The area is already attracted well known builders and developers which are developingthe area very fast.

SITE LOCATION AND SURROUNDINGS

The Group Housing Colony is located at Village Sahbajpur Khalsa, Rewari (Haryana). The Co-ordinates of the projectsite are 28°09'25.11"N and 76°38'05.68"E.The nearest highway is NH-8, NH-71 and SH-15 which is approx. 3 Km, 5 Km and 4.4 Km (appox.) in South, East andNorth-West direction respectively from the project site. The nearest railway station is Rewari railway station, about 5.7km away in North direction from the project site. The nearest airport is Indira Gandhi International Airport at 64 km inNorth-East direction from the project site.


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Figure 1: Google Image showing the Location of Project site

PROJECT LAYOUT AND ENVIRONMENTAL CONTEXTThe total area of Group Housing Colony including expansion is estimated 60905.092 m2 (15.05 acres). The detailedArea Statement is provided below in Table 1.SILENT FEATURES OF PROJECT

Table 1: Area Statement

S.NO. Particulars EC Accorded PHASE-I Expansion(PHASE-II)

Total(PHASE I+ PHASE II)

/Net1. Total Plot Area 52366.37 m2

(12.94 acres)52366.37 m2 (12.94

acres)8568.722 m2 (2.11

acres)60905.092 m2

(15.05 acres)2. Net Plot Area -- 51496.29 m2 (12.725

acres)-- --

3. Permissible GroundCoverage @ 35%

-- 18023.70 m2 3293.082 m2 21316.782 m2

4. Proposed GroundCoverage@ 18.83%

-- 7036.907 m2 4432.544 m2 11469.451 m2

5. Permissible FAR @ 175% -- 90118.50 m2 16463.38 m2 1,06,581.88 m2

6. Proposed FAR @ -- 60629.116 m2 45905.101 m2 106534.217 m2


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174.92%7. Basement 2 nos. (Basement-

1= 39445.92 m2

Basement-2 =39445.92 m2)

1 no. (Basement-1=39445.92 m2)

1 no. (Basement-1=42419.783 m2)

1 no. (Basement-1=42419.783 m2)

8. Non FAR -- 39445.92 m2 46574.438 m2 46574.438 m2

9. Built up area(FAR + Non FAR Area)

139154.676 m2 100075.036 m2 53033.474 m2 153108.51 m2

10. Maximum height 71.6 m 71.6 m 64.35 m 71.6 m11. Maximum No. of Floor G+19 G+19 G+18 G+1912. No. of Basement 2 Basement 1 Basement 1 Basement 1 Basement13. Total No. of

Blocks/Tower10 Towers Tower-1 to 3 = G +18

floorTower-4 to 6 = G+13floorTower-7 & 8 = G+19floorTower 9 & 10 = G+17floor

2 TowerTower-11- G +13floorTower-12- Stilt+13 floor

12 Towers

14. No. of Units D.U. = 530EWS = 104Servants = 56




15. Activities Dwelling Unit,EWS unit, Servantunit, NurserySchool, shops &club

Dwelling Unit, EWSunit, Servant unit,Nursery School, shops& Community building

Dwelling Unit &Nursery School

Dwelling Unit, EWSunit, Servant unit,Nursery School,shopping &Community building

16. Parking facilities 1388 ECS Parking Required =1002 ECSParking Provided =1050 ECS

Parking Required =277 ECSParking Provided =328 ECS

Parking Required=1279 ECSParking Provided=1378 ECS

17. Power Requirement &Sources

3200 KVA Power requirement = 3500 KVASource: Dakshin Haryana Bizli Vitaran Nigam (DHBVN)

18. No. of DG sets -- 4 DG sets of total capacity 3500 KVA (2×1250 KVA+ 2×500 KVA)19. Total Population -- 4334 Persons 1123 Persons 5457 Persons20. Water Requirement Total water =

544 KLDFresh water = 294KLD

Total water = 541 KLDFresh water = 295 KLDRecycled water = 246KLD



21. Wastewater Generation 373 KLD 396 KLD 105 KLD 501 KLD22. Capacity of STP 500 KLD 500 KLD 130 KLD 630 KLD23. Total Green Area 39.93% 16513.108 m2 2998.939 m2 19512.047 m2


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(20909.89 m2)24. Cost of the project - 140 Crores (Approx.) 70 Crores (Approx.) 210 Crores (Approx.)25. Rain Water Harvesting

Pits13 13 2 15

26. Solid Waste Generation 1421.25 kg/day 1591 kg/day 420 kg/day 2011 kg/day

*FAR = Floor Area RatioPOPULATION DENSITYThe Total population of the project will be No. 5457 Persons (4334 persons from Phase-1 & 1123 persons from Phase-2). The detailed population breakup is given below in the following Table 2.

Table-2: Population Break up

S. No. Description PPU Total OccupancyPhase-1

1. DU (530) @5 Persons 26502. EWS (104) @5 Persons 520

3. Servants (56) @2 Persons 1124. Community Building 634.70 @ 3 m2 per person

476.025@ 6 m2 per person as perNBC Norms

291

5. Nursery School 726.120 @ 4 m2 per pupil as perNBC Norms

182

6.

Convenient Shopping 248.737@ 3 m2 per person as perNBC Norms

83(Shopkeepers = 28,Visitors of Retail Area= 55)

Shopkeepers 28 @one third of 83 personsVisitors of Retail Area 55 @Two third of 83 persons

7. Yagyashala, Pooja & Multipurpose Hall 304.90 @3 m2 per person 1028. Visitors 394 Persons

@10% of 3940 persons394

Total 4334Phase-2 (Proposed Expansion)

1. DU (147) @5 Persons 7352. EWS (16) @5 Persons 803. Servants (12) @2 Persons 244. Nursery School 726.120 @ 4 m2 per pupil as per

NBC Norms182

5. Visitors 102 Persons10% of 1021 persons

102


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Total 1123

Grand Total (Phase-1 + Phase-2 (Proposed Expansion)) 5457

PROJECT COSTThe total estimated cost of the project is Rs 210 Crores (approx.) which includes the cost of the land as well as thedevelopmental cost.

WATER REQUIREMENT

The water supply will be provided through the HUDA Supply. The total water requirement is approx. 678 KLD (541KLD for Phase-1 and 137 KLD for Phase-2 (Proposed Expansion)), out of which total fresh water requirement is 372KLD (295 KLD for Phase-1 and 77 KLD for Phase-2 (Proposed Expansion)) and treated water will be 204 KLD (160KLD for Phase-1 and 44 KLD for Phase-2 (Proposed Expansion)). The daily water requirement calculation is givenbelow in Table 3:

Table 3: Calculations for Daily Water Demand

S.No.

Description TotalOccupancy

Rate ofWater

Demand(lpcd)

Domestic(KLD)

Flushing(KLD)

Total waterrequirement

(KLD)

Waste watergenerated

Phase-11. DU (530) 2650 135 238.5 119.25 357.75 310.052. EWS (104) 520 135 46.8 23.40 70.20 60.843. Units with Servants

(56)112

45 1.7 3.36 5.04 4.704. Nursery School 182 45 2.7 5.46 8.19 7.645. Community Building 291 15 1.75 2.619 4.37 4.026. Shopkeepers 28 45 0.4 0.84 1.26 1.18

Visitors of Retail Area 55 15 0.33 0.495 0.83 0.767. Yagyashala, Pooja &

Multipurpose Hall102 15

0.61 0.918 1.53 1.418. Visitors 394 15 2.36 3.546 5.91 5.449. DG Cooling NIL NIL 3 NIL10. Horticulture @

16513.108 m2@ 5

lit/m2NIL NIL 82.6 Say 83 NIL

Total 295.15 KLDSAY 295

159.888KLD SAY

540.68KLD SAY



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KLD 160 KLD 541 KLD

Phase-2 (Proposed Expansion)1. DU (147) 735 135 66.15 33.08 99.23 86.002. EWS (16) 80 135 7.2 3.60 10.80 9.36

Units with Servants(12)

24 450.4 0.72 1.08 1.01

Nursery School 182 45 2.7 5.46 8.19 7.643. Visitors 102 15 0.61 0.918 1.53 1.414. DG Cooling NIL NIL 1 NIL

Horticulture @2998.939 m2

@ 5lit/m2

NIL NIL 15 NIL

Total 77.06 KLDSAY 77 KLD

43.78 KLD44 KLD



Grand Total 372 KLD 204 KLD 678 KLD 501 KLD


Page 52FIGURE 2(a): PHASE-1 WATER BALANCE DIAGRAM

246 KLD

@ 90%


STP(500 KLD)


(356 KLD)


(110 KLD)

@ 100%



(319.04 KLD)


Wastewatergenerated

(NIL)

Wastewatergenerated

(NIL)


Wastewater generated(160 KLD)


Flushing(160 KLD)


DG Cooling(3 KLD)

@ 80 %



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FIGURE 2(b): PHASE-2 (Proposed Expansion) WATER BALANCE DIAGRAM

60 KLD


@ 90%


STP(130 KLD)


(95 KLD)


(35 KLD)

@ 100%


Fresh WaterRequirement

(77 KLD)


Wastewatergenerated

(NIL)

Wastewatergenerated

(NIL)




Flushing(44 KLD)


DG Cooling(1 KLD)

@ 80 %


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FIGURE 2(c): Total WATER BALANCE DIAGRAM (PHASE-1+ PHASE-2)

306 KLD


@ 90%


STP(630 KLD- One)


(451 KLD)


(145 KLD)

@ 100%




Wastewatergenerated

(NIL)

Wastewatergenerated

(NIL)


Wastewatergenerated

(204 KLD)


Flushing(204 KLD)


DG Cooling(4 KLD)

@ 80 %


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Wastewater Generation & TreatmentThe wastewater generated from Phase-1 and Phase-2 (expansion) unit will be treated through proposed SewageTreatment Plant of capacity 630 KLD of MBBR technology within the project premises. Approximately 467 KLD (107from Phase-2 (expansion) and 360 KLD from Phase-1) of recycled water will be obtained from proposed SewageTreatment Plant which will be used for flushing, horticulture, DG cooling.

Table-4: Total Calculation of Wastewater Generation

Details Water (KLD)Fresh Water requirement (Domestic) 372 KLD

Wastewater generated from domestic use (@ 80% of domestic water requirement) 297 KLD

Water requirement for Flushing Purpose 204 KLDWastewater generated from Flushing (@ 100% of flushing requirement) 204 KLD

Total Wastewater generated 501 KLD

SEWAGE TREATMENT TECHNOLOGYMOVING BED BIOREACTOR TECHNOLOGYSewerage SystemAn external sewage network shall collect the sewage from all units, and flow by gravity to the proposed sewagetreatment 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 wastewater.

Reduced dependence on the public utilities for water supply and sewerage systems. Sludge generated from the Sewage Treatment Plant shall be rich in organic content and an excellent fertilizer

for horticultural purposes.a. Wastewater Details

(a) Daily load : 501 KLD(b) Duration of flow to STP : 24 hours(c) Temperature : Maximum 32oC(d) pH : 6.5 to 8.5(e) Colour : Mild(f) T.S.S. (mg/l) : 150-300 mg/l(g) BOD5 (mg/l) : 200-600 mg/l(h) COD (mg/l) : 600-800 mg/l


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b. Final discharge characteristics(a) pH : 7.5 to 8.5(b) Oil & Grease : <10 mg/l(c) B.O.D. : <10 mg/l(d) C.O.D. : <60 mg/l(e) Total Suspended Solids : <10 mg/l

c. Treatment TechnologyThe sewage will be first passed through a Bar Screen Chamber where any extraneous matter would get trapped.The influent would overflow by gravity to the Oil & Grease Chamber which is provided as a safety so that the oil maynot inhibit the biological growth in the MBRT reactors.The sewage would then collected in an Equalization Tank where the variations in flow and characteristics are

dampened, which otherwise can lead to operational problems and moreover it allows a constant flow rate downstream.Here the sewage is kept in mixed condition by means of coarse air bubble diffusion.The Bio Reactor is based on the Fluidized Random Aerobic Reactor which combines the advantage of Activated SludgePlant with the Random distribution systems such as Bio filters. With capacities that could be as low as 1/10th of ASP andfractional power consumption, such a reactor is ideal for the efficient removal of BOD and organics from thewastewater.The tanks are packed with RIGID PP-UV-sterilized Gas Fluted Media with liquid random distribution wherein airdiffusers are placed to uniformly release air across the tanks.WORKING PRINCIPALThe MBBR works on the same principle as the submerged fixed film process with only one exception – the media is notfixed and floats around in the aeration tank. The main advantage of this system over the submerged fixed film process isthat it prevents choking of the media. This also avoids sludge recirculation. Compared to conventional technologies theMBBR is compact, energy efficient and user friendly. It also allows flexibility in design of the reactor tank.


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FIGURE 3: TYPICAL FLOW DIAGRAM OF MBBR TECHNOLOGY OF STPSEWAGE QUALITYThe Sewage discharged from the Bio reactor system will contain sloughed biological solids, but would be relatively freeof soluble organic chemicals. The quantity of biological solids in the Sewage will depend substantially on the quantity ofsuspended solids and the concentration of soluble BOD entering the system. It is therefore necessary to provide meansof separating the biological mass from the sewage. Package unit contains tube settlers for sedimentation and 60 Grossfluted Rigid PVC fill media for the FAB units to treat the wastewater for discharge into the receiving waters and/ or thesanitary sewers as per the local regulations. The media thickness changes with the design parameters/depth of the unitand can vary from 0.25 to 0.40 mm thickness.1. Tube SettlerHere we are providing the Tube Settler along with the PVC media which will enhance the contact period and therebythe improved performance. The Tube settler will have a determined lope in the bottom to collect the suspended solidsfrom the waste water. The sludge will be suited to the Sludge Drying Beds.2. Pressure Sand FilterHere the treated water coming from the TSS will be treated for the suspended impurity removal.3. Activated Carbon FilterHere the water coming from the ACF will be treated for colour removal, suspended impurity removal and the treatedwater shall be sent to the sewer.4. Filter PressA filter comprises a set of vertical, juxtaposed recessed plates, presses against each other by hydraulic jacks at one end ofthe set. The pressure applied to the joint face of each filtering plate must withstand the chamber internal pressuredeveloped by the sludge pumping system. This vertical plate layout forms watertight filtration chambers allowing easy


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mechanization for the discharge of cakes. Filter clothes finely or tightly meshed are applied to the two grooved surfacesin this plate.Primary Treatment:This is the first steps of inlet waste mainly consist of removal of consist of removal of coarse particles, oil and grace andmixing co-agents in the water for removal of suspended solids through sedimentations. After this treatment scheme theBOD, TSS, COD, & O&G levels come down to 20% of initial levels.Secondary Treatment:This is second step of waste water treatment. It mainly consist aerobic process of the Primary treated water, bacterialgrowth, EM dosing addition of oxygen and chemical which help in bacterial growth and lastly settlement of thebiological waste as sludge. Normally it is found that the reduction level in TSS, BOD, O & G and COD after an efficientsecondary treatment will be as under-Tertiary Treatment:This is the final stage of treatment where the Sewage after secondary treatment first is mixed with Sodium HypoChloride and then Sewage will be passed through (PSF) dual media filter and (ACF) activated carbon filter where sand,anthracite and activated carbon will be used as filtration media. Once the above limits achieved thereafter the finaloutlet water will also confirms the Bio Assay test of 90% of fish surviveTable.5:Technical Specifications for Sewage Treatment PlantITEMS BRIFE DESCRIPTION1.0 BAR SCREENNumber off ONESIZE 1.5X1.5m & spacing 20 mmM.O.C SS-3042.0 SCREEN CHAMBER CUM OIL & GREASETRAPNumber off OneType Under ground to receive Sewage below bar screen.Capacity 24.0 cumDimension 3.5 m X2.8 X2.5 M ( SWD )M.O.C. R.C.C3.0 EQUALIZATION TANKNumber off OneTYPE under ground to receive Sewage below oil grease trapCapacity 120.0 cumM.O.C R.C.C4.0 FLOCCULATION TANK


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Number off TwoType Under ground to receive Sewage below equalization tankCapacity/Size Suitable for 630 KLDM.O.C RCCType Agitated tank5.0 PRIMARY SETTLER TANKNumber off TwoType Under ground to receive Sewage below Flocculation tankCapacity Suitable for 630 KLDM.O.C RCC6.0 SEWAGE LIFTING PUMPSNumber off : ( 1 W + 1 S)Capacity : 20.0 m3/hr at 8-10 m headM.O.C. C.I. /PPMake : Kirloskar/EckonEqv.7.0 FAB TankNumber off : TwoType Air Agitated tankCapacity/Size Suitable for 630 KLDM.O.C. : RCCMEDIA : PVCCapacity of media 1 lot8.0 AIR BLOWERNumber off : TWOType Twin LobeCapacity 350m3/hrs. @ 5000 mm wgMake Everest/BETA/Eqv.9.0 TUBE SETTLERNumber off : TwoType. Inclined at 60 DegCapacity/Size Suitable for 630 KLDM.O.C. : RCCMedia M.O.C. PVCSupports Provided


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10.0 FILER FEED SUMP

Number off : OneType Under ground to receive the water from Tube Settler

Capacity/Size Suitable for 630 KLD

M.O.C. : R.C.C

11.0 FILTER FEED PUMPNumber off : ( 1 W + 1 S)

Capacity : 22.0 m3/hr at 20-25 m head

Type : Positive Displacement

M.O.C. C.I. /PPMake : Kirloskar/EckonEqv.

12.0 SAND FILTER

Number off : One

Type : Down flow.Capacity/Size Suitable for 630 KLD

Pressure (Working) : 5.0 kg/cm2.

M.O.C. : MSFC13.0 ACTIVATED CARBON FILTER

Number off : One

Type : Down flow.


Pressure (Working) : 3.0 kg/cm2.M.O.C. : MSFC

14. SLUDGE HOLDING TANK

Number off One


Make BW/R.C.C

15. FILTER PRESS

Number off OneNo. of Plate Nos.18Size of Plate 910mm X 910mmMake Welcome/pharmatech/equ


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16.0 CONTROL PANELNumber off ONE LOTComponents L&T Make17.0 PIPE &FITTING ONE LOT18.0 AIR LINE AND DIFFUERS 1 LOT19.0 SLUDGE PUMPNumber off : ( 1 W + 1 S)Capacity : 5 m3/hr at 20 m headType : Positive DisplacementM.O.C. C.I. /PPMake : Kirloskar/EckonEqv.20.0 Online MetersPH Meter : OneRange 0-14Make UKL/ASTER /equFlow Meter : One

RAIN WATER HARVESTING

The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and floodingof water. Storm water drainage plan of the project is enclosed. The amount of storm water run-off depends upon manyfactors such as intensity and duration of precipitation, characteristics of the tributary area and the time required forsuch flow to reach the drains. The drains shall be located near the carriage way along either side of the roads. Takingthe advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm water from variousplots/shall be connected to adjacent drain by a pipe through catch basins. Therefore, it has been calculated to provide 4rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area.

1) Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is plannedadjacent to roads. All building roof water will be brought down through rain water pipes.

2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rainwater harvesting and ground water recharging.

3) For basement parking, the rainwater from ramps will be collected in the basement storm water storage tank.This water will be pumped out to the nearest external storm water drain.


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4) Peak Hourly rainfall of 45 mm/hr shall be considered for designing the storm water drainage system. Rainwater harvesting has been catered to and designed as per the guideline of CGWA. At the bottom of therecharge well, a filter media is provided to avoid choking of the recharge bore.

Design specifications of the rain water harvesting plan are as follows: Catchments/roofs would be accessible for regular cleaning. The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of

material into the water. Roof painting has been avoided since most paints contain toxic substances andmay peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most ofthe debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrestedby the mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first10-20 minutes of rainfall is 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.

Table 6: Calculations for rain water harvesting calculation

Particulars Area(m2)

Runoff Coefficient(I)

Rainfall Intensity (I) (mm) Discharge (Q) (m3/hr)

Rooftop area 11469.451 0.85 45 438.71

Green area 19512.047 0.20 45 175.61

Paved area 29923.594 0.65 45 875.27

Total 60905.092 1489.59

Taking 15 min retention time, volume of storm water 372.40

Diameter of Recharge Pit 3.2 m

Depth of Recharge Pit 3.2 m

Volume of Recharge pit (πr2h) 25.72 m2

No. of pits required 372.40/25.72=14.50 say 15 pits

Total of 15 Rain Water Harvesting pits are being proposed for artificial rain water recharge within the project premises.


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Figure 4: Typical Rain Water Harvesting Pit Design

VEHICLE PARKING FACILITIESAdequate provision will be made for car/vehicle parking at the proposed project site. There shall also be adequateparking provisions for visitors so as not to disturb the traffic and allow smooth movement at the site.PARKING REQUIRED:Per ECS Size = 2.4 m x 5 mFor Residential (No. of DU @ 1.5 ECS/DU) = (677 X 1.5) ECS = 1016 ECSFor EWS @5% of Resident parking = 51 ECSTotal Parking Required = 1016 + 51 = 1067 ECSAdditional 20% for visitors etc = 167 ECSTotal Parking Required =1067 + 213 = 1280 ECSRequired covered parking @ 75% of total ECS = 960 ECSRemaining open parking = 320 ECSPARKING PROPOSED:Open parking Area = 6710.457 m2

Parking proposed for open parking = 354 ECSBasement ParkingBasement Parking Area = 42419.783 m2

Parking proposed for Basement parking = 935 ECSStilt ParkingStilt Parking Area = 4154.655 m2

Parking proposed for Stilt parking = 90 ECSTotal Parking proposed =935+90+353 = 1378 ECS

NO. OF PITS: 15


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NO. OF PITS: 15


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NO. OF PITS: 15


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Proposed covered parking (Stilt + Basement) = 1025 ECSProposed open parking = 353 ECS

POWER REQUIREMENT

The power supply shall be supplied by Dakshin Haryana Bijli Vitran Nigam (DHBVN). The total connected load for theGroup Housing Colony will be approx. 3500 KVA.

Details of D.G SetsThere is provision of 4 No. of DG sets 3500 KVA (i.e. 2 × 1250+ 2× 500) KVA capacity).capacity each for power backup in the Group Housing Colony. The DG sets will be equipped with acoustic enclosure to minimize noise generationand adequate stack height for proper dispersion.

SOLID WASTE GENERATIONSolid waste would be generated both during the construction as well as during the operation phase. The solid wasteexpected 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 solid waste:

Construction yards are proposed for storage of construction materials. The excavated material such as topsoil and stones will be stacked for reuse during later stages of construction Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping of the

proposed Group Housing Colony project. Remaining soil shall be utilized for refilling / road work / rising of site level at locations/ selling to outside

agency for construction of roads etc.


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.Figure 5: Solid Waste Management Scheme (Construction Phase)

Used in re-filling,raising site level

Sold to agencyfor recycling

Top soil conserved forlandscaping, balance

used in re-filling

As per MSWRules, 2000

and amendedRules, 2008

Solid Waste

ConstructionWaste Food Waste

Construction waste,Broken Bricks,Waste Plaster

Empty cementBags, Containers

etc.Excavated Soil


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Figure 6: Solid Waste Management Scheme (Operation Phase)During the operation phase, waste will comprise domestic as well as commercial and institutional. The solid wastegenerated from the project shall be mainly domestic waste and estimated 2011 kg/day (1591 kg/day from Phase-1 and420 kg/day from Phase-2 (Proposed Expansion)).

Table 7: Calculation of Solid Waste GenerationCategory Population Rate Waste Generated (kg/day)

Phase-1 Phase-2(Expansion)

Phase-1 Phase-2(Expansion)

DU 2650 735 0.45 1192.5 330.75

EWS 520 80 0.45 234 36

Servants 112 24 0.45 50.4 10.8

Nursery School 182 182 0.15 27.3 27.3

Convenient Shopping 28 -- 0.15 4.2 --

Biodegradable Waste(1408 kg/day)

Non-Biodegradable Waste(603 kg/day)

Green Bins

Vermicomposting

Manure

Blue Bins Dark Gray Bins

Final disposal through a Govt.approved agency to recycling

industry

Final disposal through aGovt. approved agency

Solid Waste(2011 kg/day)

Recyclable Waste(422 kg/day)

Non-Recyclable Waste(181 kg/day)


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Yagyashala, Pooja &Multipurpose Hall

102 -- 0.15 15.3 --

Visitors including RetailArea

449 102 0.15 67.35 15.3

TOTAL SOLID WASTE GENERATED 1591.05 kg/day 420.15 kg/day

TOTAL SOLID WASTE GENERATED (Phase-1 + Phase-2) 2011.2 kg/day Say 2011 kg/day(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment EngineeringOrganization, Ministry of Urban Development, (Government of India, May 2000))

Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling)Rules, 2000 and amended Rules, 2008.

1 Collection and Segregation of waste1. A door to door collection system will be provided for collection of domestic waste in colored bins from

household units.2. Separate colored bins will be provided for dry recyclables and bio-degradable waste.3. For institutional waste collection, adequate number of colored bins (Green and Blue bins for bio-

degradable and non bio-degradable respectively) are proposed to be provided.4. Litter bin will also be provided in open areas like parks etc.

2 Treatment of wasteBio-Degradable wastes

1. Bio-degradable waste will be vermicomposted and the compost used as manure.2. STP sludge is proposed to be used for horticultural as manure.3. Horticultural Waste is proposed to be composted and will be used for gardening purposes.

Recyclable wastes1. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure after

decomposition.2. Recyclable wastes like paper, plastic etc. will be sold off to recyclables.3. Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back arrangement will be

made for batteries.3 Disposal

The Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes(Management and Handling) Rules, 2000 and amended Rules, 2008. The inert non-recyclable wastes will bedisposed through government approved agency for landfilling. A solid waste management scheme is depictedin the following figure for the Group Housing Colony.

LANDFILL


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GREEN AREA

Total green area measures 19512.047 m2 i.e. 32.04% of the net plot area which will be area under tree plantationwithin the Group Housing Colony and along the roads. Evergreen tall and ornamental trees and ornamental shrubshave been proposed to be planted inside the premises. Parks will also be developed by the management.

GREEN AREA CALCULATION

PERIPHERAL PLANTATION AREA@16% 3121.93 m2

AVENUE PLANTATION AREA@8% 1560.96 m2

SHRUBS PLANTATION [email protected]% 14739.157 m2

TOTAL GREEN AREA = 19512.047 m2 (32.04%)

Plantation and landscapingSelection of the plant species would be done on the basis of their adaptability to the existing geographical conditionsand the vegetation composition of the forest type of the region earlier found or currently observed.Green Belt Development PlanThe plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size with a spacing of 2 m x2 m. In addition, earth filling and manure may also be required for the proper nutritional balance and nourishment ofthe sapling. It is also recommended that the plantation has to be taken up randomly and the landscaping aspects couldbe taken into consideration.Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are for the greenbelt. In addition creepers will be planted along the boundary wall to enhance its insulation capacity.

Selection of Plant Species for Green Belt DevelopmentThe selection of plant species for the development depens on various factors such as climate, elevation and soil.

S. NO. NAME OF SPECIES (ORNAMENTAL SHRUBS)

Botanical Name Common Name

1 Delonix pulcherima Chhota Gulmohar

2 Plumeria alba Champa

3 Largerstroemia indica --


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4 Chandni Chandni

5 Harsinghar --

6 Yellow duranta --

7 Hibiscus hirsuta --

8 Cassia biflora --

9 Nerium indicum Kaner

10 Cassia aungustifolia --

11 Cassia glauca --

S. NO. NAME OF SPECIES (TREES)

Botanical Name Common Name

1 Cassia fistula Amaltas

2 Delonix regia Gulmohar

3 Bauhinia purpurea kachnar

4 callistemon lanceolatum Bottle Brush

5 Anthocephalus cadamba Kadam

6 Polyalthia longifolia Ashok

7 Melia azadirachta Neem

8 Tamarindus indica Imli

9 Bassia latifolia Mahua

10 Saraca indica Ashoka

11 Dalbegia sissoo Shisham

12 Erythrina indica Pangri

13 Eugenia jambolana Syzygium cumini (Jamun)

14 Maduca latifolia Pilkhan


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DETAILS OF CONSTRUCTION MATERIALSList of building materials being used at site:1. Coarse sand2. Fine sand3. Stone aggregate4. Stone for masonry work5. Cement6. Reinforcement steel7. Pipe scaffolding (cup lock system)8. Bricks9. CLC fly ash blocks10. Crazy (white marble) in grey cement11. P.V.C. conduit12. MDS, MCBs13. PVC overhead water tanks14. 2 1/2'’ thick red colour paver tiles15. PPR (ISI marked)16. PVC waste water lines17. S.W. sewer line up to main sewer18. PVC rain water down take19. Stainless steel sink in kitchen20. Joinery hardware- ISI marked

MATERIALS USED FOR CONSTRUCTION & THEIR U VALUES

S.No

BUILDING MATERIAL PROPOSEDWITH U & R VALUES

‘R’ Values(in Sq m. Deg

C/ Watts )

‘U’ Values(in Watts/ Sq

m. Deg C)

Solar HeatGain Factor

1. WallBrick wall (230 mm thick), both side thick sandcement plaster (12-18mm) with insulation.

3.50 0.26 0.011

2. Roof200 mm RCC slab with mud phuska & clay tiles with75 mm insulation.

0.65 0.69 0.95

Source: ECBC, 2007


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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

ENERGY CONSERVATION

Energy conservation program will be implemented through measures taken both on energy demand and supply.

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

Architectural design Maximum utilization of solar light will be done. 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.

Supply Energy Conservation Demand

Utilize energy-efficient diesel genetators Exploring the possibilities of introducing

renewable energy

Reduce consumption Use energy efficient appliances Create Guest Awareness


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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 complex. Constant monitoring of energy consumption and defining targets for energy conservation. Adjusting the settings and illumination levels to ensure minimum energy used for desired comfort levels.

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

ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

For the effective and consistent functioning of the complex, an Environmental Management system (EMS) would beestablished 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.

ENVIRONMENTAL MANAGEMENT CELLApart from having an Environmental Management Plan, it is also to have a permanent organizational set up chargedwith the task of ensuring its effective implementation of mitigation measures and to conduct environmental monitoring.

Hierarchical Structure of Environmental Management Cell:

Normal activities of the EMP cell would be supervised by a dedicated person who will report to the sitemanager/coordinator of the Group Housing Colony. The hierarchical structure of suggested EnvironmentalManagement Cell is given in following Figure-7:


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Figure-7: Environnent Management Cell Structure

ENVIRONMENTAL MONITORINGThe purpose of environmental monitoring is to evaluate the effectiveness of implementation of EnvironmentalManagement Plan (EMP) by periodic monitoring. The important environmental parameters within the impact area areselected so that any adverse affects are detected and timely action can be taken. The project proponent will monitorambient air Quality, Ground Water Quality and Quantity, and Soil Quality in accordance with an approved monitoringschedule.

Table- 8: Suggested Monitoring Program for Construction Phase

Source Monitoring Location Parameters to beMonitored

Frequency

Ambient Air Quality At 1 location at boundary ofthe project site.

PM10, PM2.5, SO2,NO2 Six monthly

Ambient Noise At 1 location at boundary ofthe project site.

Day and nightequivalent noise level

Six monthly

Ground water At 1 location nearest to theproject site.

As per standards Six monthly

Soil At 1 location outside theproject site.

As per standards Six monthly

Table-9: Suggested Monitoring Program for Operational Phase

Source Frequency of MonitoringAir & Stack:

• Ambient Air Quality at appropriate location for PM10, PM2.5, SO2, • Six monthly

Corporate EnvironmentalDivision

Site Manager Rep from CorporatePlanning group

Site EnvironmentalCoordinator

Waste water TreatmentPlant Operator

Greenbelt DevelopmentIncharge


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

• Six monthly

Waste & Wastewater:• Water Quality Monitoring for relevant of IS- 10500• Waste Water Quality(Treated & Untreated) for pH, TSS, Oil & Grease.• Waste Water Quality pH, TSS, Oil & Grease, BOD, COD, MLSS, TKN, &

Phosphate.

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

annually.NOISE-• Day & Night level Noise Monitoring Six monthly

SOIL:• Soil Monitoring , Qualitative And Quantitative testing /analysis to

check the soil fertility, porosity, texture, water holding capacity etc.Six monthly

Awareness and Training: Training and human resource development is an important link to achieve sustainableoperation of the facility and environment management. For successful functioning of the project, relevant EMP wouldbe communicated to:Staff and Contractors: Staff must be made aware of the importance of waste segregation and disposal, water andenergy conservation. The awareness can be provided by periodic Integrated Society meetings.They would be informed of their duties.Environmental Audits and Corrective Action Plans: To assess whether the implemented EMP is adequate, periodicenvironmental audits will be conducted by the project proponent’s Environmental division. These audits will befollowed by Correction Action Plan (CAP) to correct various issues identified during the audits.


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ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan (EMP) would consist of all mitigation measures for each component of theenvironment due to the activities increased during the construction and operational phase of the project and these arediscussed in later subsections.

The EMP is generally Prepared in accordance with the rules and requirements of the MoEF and CPCB/ SPCB To ensure that the component of facilities are operated in accordance with the design A process that confirms proper operation through supervision and monitoring A system that addresses public complaints during construction and operation of the facilities and A plan that ensures remedial measures is implemented immediately.

The key benefits of the EMP are that it offers means of managing its environmental performance thereby allowing it tocontribute to improved environmental quality. The other benefit includes cost control and improved relations with thestakeholders.

EMP includes four major elements: Commitment & Policy: The management will strive to provide and implement the Environmental Management

Plan that incorporates all issues related to air, water, land and noise. Planning: This includes identification of environmental impacts, legal requirements and setting environmental

objectives. Implementation: This comprises of resources available to the developers, accountability of contractors, training

of operational staff associated with environmental control facilities and documentation of measures to betaken.

Measurement & Evaluation: This includes monitoring, counteractive actions and record keeping.It is suggested that as part of the EMP, a monitoring committee would be formed by M/s Jai Buildwell Pvt. Ltd.comprising of the site in-charge/coordinator, environmental group representative and project implementation teamrepresentative. The committee’s role would be to ensure proper operation and management of the EMP including theregulatory compliance.The components of the environmental management plan, potential impacts arising, out of the project and remediationmeasures are summarized below in Table-10.


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Table-10: Summary of Potential Impacts and Remedial Measures

S.No.

Environmentalcomponents

PotentialImpacts

Potential Source ofImpact

Controls Through EMP &Design

Impact Evaluation Remedial Measures

1. Ground WaterQuality

Ground WaterContamination

Construction Phase Waste water

generated fromtemporary labortents.

No surface accumulation willbe allowed.

No significant impactas majority of laborswould be locallydeployed

Operation Phase Discharge from

the project

Proponent will provide the STPto treat the discharge of GroupHousing Colony.

No negative impact onground water qualityenvisaged. Notsignificant.

2. Ground WaterQuantity

Ground WaterDepletion

Construction Phase Use of ground

water forconstructionactivity.

Controlled use of waterduring construction

No significant impacton ground waterquantity envisaged.

Operation Phase The source of

water duringoperation phaseis HUDA Supply.

Rain water harvesting scheme.

Black and Grey watertreatment and reuse.

Storm water collection for

No significant impacton surface/groundwater quantityenvisaged.

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


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water harvesting. Percolation well to beintroduced in landscape plan.

Awareness Campaign toreduce the water consumption

3. Surface WaterQuality

Surface watercontamination

Construction Phase Surface runoff

from site duringconstructionactivity.

Silt traps and othermeasures such as additional onsite diversion ditches will beconstructed to control surfacerun-off during site development

No off-site impactenvisaged as no surfacewater receiving body ispresent in the corezone.

Operation Phase Discharge of

domesticwastewater toSTP.

Domestic water will betreated in STP

No off-site impactenvisaged

Excess of water will be used forirrigation purposes outside theproject site after propertreatment. CPCB standards forusage of treated waste water forirrigation purposes will befollowed.

4. Air Quality Dust Emissions Construction Phase All heavy

constructionactivities

Suitable control measures willbe adopted for mitigating thePM2.5 & PM10 level in the air asper air pollution control plan.

Not significant becausedust generation will betemporary and willsettle fast due to dustsuppression techniques.

During construction phase thecontractors are advised tofacilitate masks for the labors.Water sprinklers will be usedfor suppression of dust during


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construction phase.Emissions ofPM2.5 & PM10,SO2, NOx andCO

Construction Phase Operation of

constructionequipment andvehicles duringsite development.

Running D.G. set(back up)

Rapid on-site construction andimproved maintenance ofequipment

Not significant. Regular monitoring of emissionsand control measures will betaken to reduce the emissionlevels.

Operation Phase Power generation

by DG Set duringpower failure

Emission fromvehicular trafficin use

Use of low sulphur diesel ifavailable

Providing Footpath andpedestrian ways within the sitefor the staff

Green belt will be developedwith specific species to help toreduce PM2.5 & PM10 level

Use of equipment fitted withsilencers

Proper maintenance ofequipment

Not significant.DG set would be usedas power back-up(approx 6 hours)

No significant increasein ambient air qualitylevel is expected fromthe project’s activities.There are no sensitivereceptors locatedwithin the vicinity ofsite.

Use of PersonalProtective Equipment(PPE) like earmuffs andearplugs duringconstruction activities.

Stack height of DG setabove the tallestbuilding as per CPCBstandards


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5. NoiseEnvironment

Operation Phase

Noise fromvehicularmovement

Noise from DGset operation

Green Belt Development Development of silence zonesto check the traffic movement Provision of noise shields near

the heavy constructionoperations and acousticenclosures for DG set.

Construction activity will belimited to day time hours only DG set rooms will beequipped with acousticenclosures

No significant impactdue to suitable width ofGreenbelt.

6. Land Environment Soilcontamination

Construction Phase

Disposal ofconstructiondebris

Construction debris will becollected and suitably used onsite as per the solid wastemanagement plan forconstruction phase

No significant impact.Impact will be local, aswaste generated will bereused for filling oflow lying areas etc.

Operation Phase

Generation ofmunicipal solid

It is that the solid wastegenerated will be managed asper MSW Rules, 2000 andamended Rules, 2008.

Since solid waste ishandled by theauthorized agency,waste dumping is not


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waste Used oil

generated fromD.G. set

Collection, segregation,transportation and disposal willbe done as per MSWManagement Rules, 2000 by theauthorized agency Used oil generated willbe sold to authorized recyclers

going to be allowed.Not significant.

Negligible impact.

7. BiologicalEnvironment(Flora and Fauna)

Displacement ofFlora and Faunaon site

Construction Phase Site Development

duringconstruction

Important species oftrees, if any, will be identifiedand marked and will be mergedwith landscape plan

The site has shrubs asvegetation

Operation Phase Increase in green

covered area

Suitable green belts will bedeveloped as per landscapingplan in and around the siteusing local flora

Beneficial impact.

8. Socio-EconomicEnvironment

Populationdisplacement andloss of income

Construction Phase Construction

activities leadingto relocation

Group Housing Colony zone asper the Master Plan.

No negative impact.

Operation Phase Site operation

Project will provideemployment opportunities to thelocal people in terms of labor

Beneficial impact


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during construction and servicepersonnel (guards, securities,gardeners etc) during operations Providing quality-Integrated infrastructure.

9. Traffic Pattern Increase ofvehicular traffic

Construction Phase Heavy Vehicular

movement duringconstruction

Heavy Vehicular movementwill be restricted to daytime onlyand adequate parking facilitywill be provided

No negative impact

Operation Phase

Traffic due tostaff once theproject isoperational

Vehicular movement will beregulated inside the project withadequate roads and parking lotsin the colony

No major significantimpact as green beltwill be developedwhich will help inminimizing the impacton environment.

Expansion of Group Housing ColonyM/s Jai Buildwell Pvt. LtdVillage Sahbajpur Khalsa, Sector - 25, District Rewari CONCEPTUAL PLAN

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EMP FOR AIR ENVIRONMENT DURING CONSTRUCTION PHASE:To mitigate the impacts of PM10 & PM2.5 during the construction phase of the project, the following measures arerecommended for implementation:

A dust control plan Procedural changes to construction activities

Dust Control PlanThe most cost-effective dust suppressant is water because water is easily available on construction site. Water canbe applied using water trucks, handled sprayers and automatic sprinkler systems. Furthermore, incoming loadscould be covered to avoid loss of material in transport, especially if material is transported off-site.

Procedural Changes to Construction ActivitiesIdle time reduction: Construction equipment is commonly left idle while the operators are on break or waitingfor the completion of another task. Emission from idle equipment tends to be high, since catalytic converters coolsdown, thus reducing the efficiency of hydrocarbon and carbon monoxide oxidation. Existing idle controltechnologies comprises of power saving mode, which automatically off the engine at preset time and reducesemissions, without intervention from the operators.Improved Maintenance: Significant emission reductions can be achieved through regular equipmentmaintenance. Contractors will be asked to provide maintenance records for their fleet as part of the contract bid,and at regular intervals throughout the life of the contract. Incentive provisions will be established to encouragecontractors to comply with regular maintenance requirements.Reduction of On-Site Construction Time: Rapid on-site construction would reduce the duration of trafficinterference and therefore, will reduce emissions from traffic delay.

EMP FOR AIR ENVIRONMENT DURING OPERATION PHASE:To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational phase of the Colony,following measures are recommended for implementation:

DG set emission control measures Vehicular emission controls and alternatives Greenbelt development

Diesel Generator Set Emission Control MeasuresAdequate stack height will be maintained to disperse the air pollutants generated from the operation of DG set todilute the pollutants concentration within the immediate vicinity. Hence, no additional emission control measureshave been suggested.Vehicle Emission Controls and Alternatives


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During construction, vehicles will be properly maintained to reduce emission. As it Group Housing Colony project,vehicles will be generally having “PUC” certificate.Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at the site toencourage non-polluting methods of transportation.

Greenbelt DevelopmentIncreased 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 speed as well as allow the dust and otherparticulates to settle on the leaves. It also helps to reduce the noise level at large extent. Table given in green areaindicates various species of the greenbelt that can be used to act as a barrier.

EMP FOR NOISE ENVIRONMENT DURING CONSTRUCTION PHASE:To mitigate the impacts of noise from construction equipment during the construction phase on the site, thefollowing measures are recommended for implementation.Time of Operation: Noisy construction equipment would not be allowed to use.Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on shift basis.Hearing protection such as earplugs/muffs will be provided to those working very close to the noise generatingmachinery.

EMP FOR NOISE ENVIRONMENT DURING OPERATION PHASE:To mitigate the impacts of noise from diesel generator set during operational phase, the following measures arerecommended:

Adoption of Noise emission control technologies Greenbelt development

Noise Emission Control TechnologiesIt would be ensured that the manufacturer provides acoustic enclosure as an integral part along with the dieselgenerators set. Further, enclosure of the services area with 4 m high wall will reduce noise levels and ensure thatnoise is at a permissible limit for resident of the site and surrounding receptors.

EMP FOR ECOLOGICAL ENVIRONMENT DURING CONSTRUCTION PHASE:Construction activity changes the natural environment. But Group Housing Colony also creates a builtenvironment for its inhabitants. The project requires the implementation of following choices exclusively or incombination.

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

BLUE BINS

BLUE BINS


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Restrictions on location of temporary labor tents and offices for project staff near the project area toavoid 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 forcooking, burning or heating purposes by the labors will be prohibited and suitable alternatives forthis purpose will be made

Along with the construction work, the peripheral green belt would be developed with suggestednative plant species, as they will grow to a full-fledged covered at the time of completion.

EMP FOR ECOLOGICAL ENVIRONMENT DURING OPERATION PHASE:Improvement of the current ecology of the project site will entail the following measures:

Plantation and Landscaping Green Belt Development Park and Avenue Plantation

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

Plantation and landscapingSelection of the plant species would be done on the basis of their adaptability to the existing geographicalconditions and the vegetation composition of the forest type of the region earlier found or currently observed.

Green Belt Development PlanThe plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size with a spacing of2 m x 2 m. In addition, earth filling and manure may also be required for the proper nutritional balance andnourishment of the sapling. It is also recommended that the plantation has to be taken up randomly and thelandscaping aspects could be taken into consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are for thegreen belt. In addition creepers will be planted along the boundary wall to enhance its insulation capacity.

Selection of Plant Species for Green Belt DevelopmentThe selection of plant species for the development depends on various factors such as climate, elevation and soil.The plants would exhibit the following desirable characteristics in order to be selected for plantation

1. The species should be fast growing and providing optimum penetrability2. The species should be wind-firm and deep rooted3. The species should form a dense canopy4. As far as possible, the species should be indigenous and locally available5. Species tolerance to air pollutants like SO2 and NOx should be preferred6. The species should be permeable to help create air turbulence and mixing within the belt


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7. There should be no large gaps for the air to spill through8. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces9. Ability to withstand conditions like inundation and drought10. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)11. Attractive appearance with good flowering and fruit bearing12. Bird and insect attracting tree species13. Sustainable green cover with minimal maintenance.

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

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

1. Trees with colonial canopy with attractive flowering2. Trees with branching at 7 feet and above3. Trees with medium spreading branches to avoid obstruction to the traffic4. Fruit trees to be avoided because children may obstruct traffic and general movement of public

EMP FOR SOCIO-ECONOMIC ENVIRONMENT:The social management plan has been designed to take proactive steps and adopt best practices, which aresensitive to the socio-cultural setting of the region. The Social Management Plan Group Housing Colony projectfocuses on the following components:

Income Generation Opportunity during Construction and Operation PhaseThe project would provide employment opportunity during construction and operation phase. Therewould also be a wide economic impact in terms of generating opportunities for secondary occupationwithin and around the complex. The main principles considered for employment and income generationopportunities are out lined below: Employment strategy will provide for preferential employment of local people Conditions of employment would address issues like minimum wages and medical care for the

workers. Contractors would be required to abide to employment priority towards locals and abide bythe labor laws regarding standards on employee terms and conditions.

Improved Working Environment for EmployeesThe project would provide safe and improved working conditions for the workers employed at the facilityduring construction and operation phase. With the ambience and facilities provided, the complex willprovide a new experience in living and recreations. Following measures would be taken to improve theworking environment of the area: Less use of chemicals and biological agents with hazard potential


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

Provision of facilities for nature care and recreation e.g. indoor games facilities Measures to reduce the incidence of work related injuries, fatalities and diseases Maintenance and beautifications of the complex and the surrounding road

application appendix-i/form- i & appendix- ii/ form-...

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