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

APPLICATION APPENDIX-I/FORM- I & APPENDIX- II/ FORM- IA &CONCEPTUAL PLAN WITH ANNEXURE(FOR PRIOR ENVIRONMENTAL CLEARANCE)

OfAFFORDABLE GROUP HOUSING COLONY PROJECT

(Category A Project- As the Haryana SEIAA is not Existing)AT

VILLAGE – Fazilpur- Jharsa, SECTOR – 71,DISTRICT- GURGAON,

HARYANABY M/S SARVPRIYA SECURITIES PVT. LTD.

APPLICANT ENVIRONMENTAL CONSULTANT

M/S SARVPRIYA SECURITIES PVT. LTD,457 Udyog Vihar phase 5, Gurgaon,

Haryana- 110001E-Mail: [email protected]

Phone No.: 0124-4117100

VARDAN ENVIRONETQCI/NABET ACCREDITED

D-142, Sushant Lok- III, Sec- 57,Gurgaon- 122001

E-Mail: [email protected] No.: 9971684812; 9899651342

Affordable Group Housing Colony ProjectM/s Sarvpriya Securities Pvt Ltd.Village- Fazilpur Jharsa, Sec- 71, Distt Gurgaon, Haryana

Form 1

Prepared By: Vardan Environet, Gurgaon 1

(I) BASIC INFORMATION

S. No. Items Details1. Name of the Project: Affordable Group Housing Colony Project at Sector 71,

Village Fazilpur Jharsa, Distt. Gurgaon Haryana2. Developer Name M/S Sarvpriya Securities Pvt. Ltd

3. Serial No. in schedule 8(a) “Building & Construction Projects” as per MoEFnotification 14/9/2006

4. Proposed capacity/area/length/tonnageto be handled/command area/leasearea/number of wells to be drilled

Total plot area 24281.1 (6 Acres)

Built Up Area = 56500.8 m2

Permissible Ground Coverage @ 50% 12140.55 m2

Proposed Ground Coverage @ 30.86 %: 7296.255 m2

Net Plot Area for Residential @96% 23309.856 m2

Permissible FAR @ 225%: 52447.176 m2;

Proposed FAR @ 224.884 %: 52420.181 m2

Net Plot Area for Commercial @ 4 % 971.244Permissible FAR @ 175% 1699.677 m2

Proposed FAR @ 174.99%: 1699.674 m2

5. New/Expansion/Modernization New6. Existing capacity/Area etc. Not Applicable7. Category of project A (As the Haryana SEAC is not Existing)8. Does it attract the general condition? If

Yes, please specifyNo

9. Does it attract the specific condition? IfYes, please specify

No

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

iii) Villageiv) Districtv) State

Village- Fazilpur Jharsa Sec- 71, District- GurgaonKhasra no. 24// 2/2, 3/2, 6/2, 7/2, 8, 9/1, 12/2, 13/1,13/2/1, 14, 17/2/1, 18/1, 26/2.Fazilpur JharsaGurgaonHaryana

11. Nearest Railway station/Airport alongwith distance in kms.

Gurgaon Railway Station – 8.56 km, NorthIndira Gandhi International Airport – 15.54 km North

12. Nearest town, City, Distt. Head Quarteralong with distance in kms.

Gurgaon -5.61 Km, North.

13. Village Panchayat, Zila Parishad,Municipal Corporation, Localbody(Complete postal addresses withtelephone nos. to be given)

Municipal Corporation, GurgaonOpposite Civil Hospital (General)Sadar Bazar, GurgaonPin: 122001


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Proposed FAR @ 224.884 %: 52420.181 m2


Proposed FAR @ 174.99%: 1699.674 m2




No











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Proposed FAR @ 224.884 %: 52420.181 m2


Proposed FAR @ 174.99%: 1699.674 m2




No











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Phone:18001801817,Email:[email protected]

14. Name of Applicant M/S Sarvpriya Securities Pvt Ltd.15. Regd. Address 457 Udyog Vihar phase 5, Gurgaon, Haryana16. Address for correspondence(1):

NameDesignationAddressPin CodeE mailTelephoneFax No.

M/S Sarvpriya Securities Pvt Ltd457 Udyog Vihar phase 5, Gurgaon, HaryanaPin 122001Mr. R K SinghVice President – Projects457 Udyog Vihar phase 5, Gurgaon, HaryanaPin: [email protected] 4117100

17. Address of correspondence(2): Environmental ConsultantVardan EnvironetD-142, Sushant Lok- III, Golf Course Extension Road,Gurgaon, HaryanaTel No. 0124-4291036Email: [email protected]

18. Detail of alternative site, if any. Locationof these sites should be shown on atopo-sheet.

This is a building construction project for whichlicense has already been granted by Director Townand Country Planning. Zoning plan has already beenapproved.Hence, Not applicable in this case.

19. Interlinked Project There is not any interlinked project as this is anAffordable Group Housing Colony of M/S SarvpriyaSecurities Pvt Ltd

20. Whether separate application forinterlinked project has been submitted Not Applicable. In view of item No. 17 above

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

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


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23. Whether proposal involvesapproval/clearance under: if yes, detailsof same and status to given

a) Forest (conservation) Act 1980?

b) Wild life protection Act 1972?

c) CRZ notification 1991?

No. The unit does not fall in any notified reservedforest area.No. The unit does not fall in any notified Wild lifeprotection area.No. The unit does not fall in any Notified coastalregulation zone.

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

Not Applicable

25. Forest land involved (hectares) No Forest land is involved in the proposed project theNOC from forest department is enclosed.

26. Whether there is any litigation pendingagainst the project and / or land inwhich is project is proposed to be setup:

a) Name of courtb) Case No.c) Orders/directions of Court, if any

and its relevance with theproposed project.

There is no litigation pending against the project andland.

Therefore, Information required against point a, b & cis not applicable.

(II) ACTIVITY:

1. Construction, operation or decommissioning of the Project involving actions, which willcause 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 ofinformation data

1.1 Permanent or temporarychange in land use, land coveror topography includingincrease in intensity of land use(with respect to local land useplan)

Yes

Land has been allotted for development ofAffordable Group Housing Colony underAffordable Housing Policy 2013 of Govt. ofHaryana.

1.2 Clearance of existing land,vegetation and building? Yes

There is no structure present on the site, the siteis fully vacant. The existing vegetation at siteconsists of wild grasses and weeds which shallbe cleared at the time of construction. The


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Not Applicable







(II) ACTIVITY:





Yes





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Not Applicable







(II) ACTIVITY:





Yes





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proposed project has green area developmentplan; the local and indigenous species shall beplanted within the project area.

1.3 Creation of new land uses?

Yes

The proposed site is vacant consisting wild grassand weeds. The land shall be used for theconstruction of Affordable Group Housing ColonyProject.

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

Soil investigation was carried out and the resultswere found satisfactory.

1.5 Construction works?Yes

The Construction activities will be confinedwithin the project premises; there will be nophysical change outside the project boundary.

1.6 Demolition works? No Project site is vacant land. Hence, demolition isnot required.

1.7 Temporary sites used forconstruction works or Housingof construction workers? No

All the construction activity including stocking ofraw materials will be confined within the projectsite only. No temporary shelters for labour areproposed. Local labors from nearby area will behired. Sanitation facilities will be developed atsite.

1.8 Above ground building,structures or Earthworksincluding linear structures, cutand fill or excavations

Yes

Excavation will be carried out for foundation ofbuildings and basements. The excavated soil willbe used in backfilling and other areadevelopment activities.

1.9 Underground work includingmining or tunneling? No No underground work including mining/

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

processes? NoNo production/manufacturing process is involvedas the proposed project is an Affordable GroupHousing Colony Project.

1.14 Facilities for storage of goods ormaterials?

Yes

Raw material will be stored at site in a coveredarea. Cement will be separately stored undercover in bales. Sand will be stacked neatly undertarpaulin cover. Bricks and steel will be laid inopen.

1.15 Facilities for treatment ordisposal of solid waste or liquideffluents? Yes

Solid Waste:The solid waste generated from the project willbe in the form of:Domestic Waste:Approximately 2638 kg/day domestic solid waste


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Yes










Yes






Yes





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Yes










Yes






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is estimated to be generated from the projectactivity; this will be collected from designatedlocations and segregated into inorganic andorganic wastes. The inorganic non-biodegradablewastes will be sold to authorize vendors forrecycling and the biodegradable wastes will bedisposed according to MSW (Management &Handling) Rules, 2000.

Hazardous Waste:No hazardous waste will be produced fromproject activities except some spent oil(Category 5.1) generated from D.G. sets; whichwill be sold to recyclers authorized by StatePollution Control Board.

Liquid effluents:During construction phase, sewage will betreated and disposed through septic tanks withsoak pits. The wastewater in operation phasewill be treated up to tertiary level in a STP havingthe capacity of 710 KLD and the treated sewagewill be reused for flushing, and horticulture.Dewatered/dried sludge generated from the STPplant will be used as manure for green beltdevelopment.

1.16 Facilities for long term housingof operational workers?

No

Local labours will be hired from nearby areasduring construction phase. So, there will be noneed to create permanent facilities for long-termhousing of operational workers.

1.17 New road, rail or sea trafficduring construction ofoperation?

No

The site has good connectivity to NH 8. Onlyinternal roads, paths will be developed forvehicular movements for transportation ofconstruction material during construction phasewhereas internal tracks and paths will bedeveloped for traffic circulation (to avoid anycongestion) during operational phase.

1.18 New road, rail, air waterborneor other transport infrastructureincluding new or altered routesand stations, ports, airport etc?

No

The site is well connected through the roadnetwork. The nearest highway is NH-8 at adistance of approximately 7.06 km towards SouthEast.

1.19 Closure or diversion of existing No Since the site is adjacent to NH-8 which has high


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No



No



No




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No



No



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transport routes orinfrastructure leading tochanges in traffic movements?

traffic density; not required the diversion orclosure of existing traffic routes.

1.20 New or diverted transmissionlines or pipelines? No There will not be any new/diverted transmission

line or pipeline around the proposed project.

1.21 Impoundment, damming,culverting, realignment or otherchanges to the hydrology ofwatercourses or aquifers?

NoNo impoundment, damming, culverting,realignment or other changes to the hydrology ofsurface watercourses is proposed.

1.22 Stream crossings? No There is no stream running across the site.1.23 Abstraction or transfers of

water from ground or surfacewaters?

No

Total water requirement of proposed project willbe 700 KLD, which include 449 KLD for freshwater requirement & 251 KLD for recycled waterrequirement. During construction phase, waterdemand will be fulfilled by STP treated waterfrom nearby projects. During operation phase,water will be supplied through MunicipalCorporation.

1.24 Changes in water bodies or theland surface affecting drainageor run-off? No

Runoff will increase due to increased pavedsurface. However, increased runoff will bemanaged by well-designed rainwater harvestingsystem and storm water management plan.

1.25 Transport of personnel ormaterials for construction,operation ordecommissioning?

Yes

Transport of personnel/material duringconstruction and operation phase are envisaged.Adequate parking space within the project sitefor loading and unloading of materials will beprovided.Adequate parking space for 1176 Two wheelerparking space and 129 car parking space will beprovided during operational phase of the projectto the Residents and for visitors of the premises.

1.26 Long-term dismantling ordecommissioning orrestoration works?

NoNo Long term dismantling or decommissioning orrestoration work will be involved.

1.27 Ongoing activity duringdecommissioning which couldhave an impact on theenvironment?

No

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

1.28 Influx of people to an area ineither temporarily orpermanently?

NoLocal laborers from nearby area will be employedduring the construction phase. In the operationphase, most of the expected occupants will be


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No





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from the surrounding areas. Hence, the projectwill lead to a redistribution of occupants withinthe city. Thus, no significant influx of people isenvisaged.

1.29 Introduction of alien species? NoThe landscaping will be carried out with mainlylocal species with a few ornamental varieties offlora that are well suited to the local conditions.

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

species or genetic diversity.

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

S. No. Information/Checklistconfirmation Yes/No


2.1 Land especially undevelopedor agricultural land (ha) No

Proposed site is having wild grasses which shall becleared and Affordable Group Housing ColonyProject shall be constructed on vacant landmeasuring 24281.1 m2 (6.0 acres). Local andindigenous plant species shall also be planted atproposed project site.

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

Total water requirement for the proposed projectwill be 700 KLD which include 449 KLD for Freshwater requirement and 251 KLD forrecycled/treated water requirement.

2.3 Minerals (MT) Yes Minerals such as sand and aggregates will berequired during the construction phase.

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

Yes All materials for construction will be arrangedthrough selected suppliers.

2.5 Forests and timber (source –MT) Yes

All material forests and timber will be provided byselected suppliers. However, steel frames etc shallbe used to minimize the use of timber.

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

Yes

The total demand load is estimated 2690 KW.Power will be supplied by DHBVN. Power backupfor common facilities for the proposed project willbe through 2 number of DG sets of total capacity760 KVA (i.e. 2 × 380 KVA).

2.7 Any other natural resources(use appropriate standard No No other natural resource will be involved in the

project except the mentioned above.


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Yes





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units)

3. Use, storage, transport, handling or production of substances or materials, which could beharmful to human health or the environment or raise concerns about actual or perceivedrisks to human health.

S.No. Information/Checklistconfirmation

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

3.1 Use of substance ormaterials, which arehazardous (as per MSIHCrules) to human health orthe environment (flora,fauna and water supplies)

Yes The proposed project is an Affordable grouphousing colony project. Hence, No storage ofhazardous chemicals (as per MSIHC Rules) will bedone expect HSD. HSD is required to run standbyD.G. sets, for which the stored quantity of dieselwill be below the threshold limit specified in theMSIHC rules. Necessary permission will beobtained from the Explosives Department.

3.2 Changes in occurrence ofdisease or affect diseasevectors (e.g. insect or waterborne diseases)

No Suitable drainage and waste managementmeasures (with frequent spray of insecticides etc.)will be adopted in both the construction andoperational phase such that there will be nostagnation of water or accumulation of waste. Thiswill effectively restrict the reproduction andgrowth of disease vectors.

3.3 Affect the welfare of peoplee.g. by changing livingconditions?

Yes Socio-economic standard of people will improvedue to increased employment opportunitiesprovided by this project. This will lead to betterquality of life and will also set a standard forfuture developments in the area.

3.4 Vulnerable groups of peoplewho could be affected by theproject 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 thementioned above.


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



4.1 Spoil, overburden or minewastes

No No such spoil, overburden or mine wastes will begenerated.

4.2 Municipal waste (domesticand or commercial wastes)

Yes The total municipal solid waste to be generated isapproximately 2638 kg/day. The inorganic non-biodegradable wastes will be sold to authorizedvendors for recycling and the biodegradablewastes will be disposed according to MSW(Management & Handling) Rules, 2000.

4.3 Hazardous wastes (as perHazardous WasteManagement Rules)

Yes Spent oil from DG sets will be stored in HDPEdrums in isolated covered facility. This spent oil willbe sold to vendors authorized by HSPCB/MoEF forthe treatment of same. Suitable care will be takenso that spills/leaks of spent oil from storage couldbe avoided. This used oil will be sold to authorizedrecyclers of HSPCB. Suitable care will be taken sothat spills/leaks of used oil from storage could beavoided.

4.4 Other industrial processwastes

No Not applicable as this is an Affordable grouphousing colony project.

4.5 Surplus product No Not applicable as this is an Affordable grouphousing colony project.

4.6 Sewage sludge or othersludge from effluenttreatment

Yes Sludge generated from the STP plant will be driedand later will be used as manure for green beltdevelopment.

4.7 Construction or demolitionwastes

Yes The construction waste will consist of excess earthand construction debris along with cement bags,steel in bits and pieces, insulating and packagingmaterials etc. Recyclable waste constructionmaterials will be sold to authorized recyclers.Unusable and excess construction debris will bedisposed at designated places in tune with thelocal norms.

4.8 Redundant machinery orequipment

No Redundant machinery will not be generated.

4.9 Contaminated soils or othermaterials No Contaminated soils or other materials will not be

generated.


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generated.


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generated.


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4.10 Agricultural wastes No No agricultural wastes will be generated.4.11 Other solid wastes No Not applicable as this is an Affordable group

housing colony project.

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

S. No. Information/Checklistconfirmation


5.1 Emissions from combustion offossil fuels from stationary ormobile 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 the operationphase in case of power failure. The DG stacks ofadequate height (as per CPCB norms) will beprovided to disperse the pollutant generated fromD.G. sets.The pollution generated from the vehicularmovement will be check by maintenance &regular check up of vehicles. Local native plantswill be used in tree plantation all around theproject site and road side to reduce the impact ofpollution.

5.2 Emissions from productionprocesses

No No production processes is involved as it is anAffordable group housing colony project. Hence,there will be no such emissions.

5.3 Emissions from materialshandling including storage ortransport

Yes Small quantities of fugitive emissions areenvisaged during transport and handling ofconstruction materials. Such emissions will betemporary and controlled by the use of sprinklingand other viable techniques like covering of loosematerial.

5.4 Emissions from constructionactivities including plant andequipment

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

5.5 Dust or odors from handling ofmaterials includingconstruction materials, sewageand waste

Yes Dust is anticipated during loading and unloading ofconstruction material and excavation of upperearth surface. These will however be temporary innature, which will be controlled by providing watersprinklers. Tarpaulin cover will be provided on


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stored loose materials to reduce the dustemission.

5.6 Emissions from incineration ofwastes

No Not applicable. There will not be any incinerationof waste is proposed as this is a construction of anAffordable group housing colony project..

5.7 Emissions from burning ofwaste in open air (e.g. slashmaterials, construction debris)

No Open burning of biomass/other material will beprohibited on site.

5.8 Emissions from any othersources

No Not Applicable

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



6.1

From operation of equipmente.g. engines, ventilation plant,crushers Yes

The machinery to be used for construction will beof high standard and will adhere to internationalstandard. These standards itself take care of noisecontrol/vibration control and air emission control.Hence, insignificant impacts due to constructionmachinery are envisaged. Apart from this, theconstruction activities will be restricted to daytime only.Source of noise in the operational phase will befrom DG sets (which will be used in operationonly during power failure) and pumps & motors.All the machinery will be of highest standard ofreputed make and will comply with standard. DGsets will be used during power failure only andwill generate noise level below 45 dB (A) from 1meter distance.

6.2 From industrial or similarprocesses No No industrial processes will be carried out in the

proposed project expect due to running of variousconstruction equipments/machinery & D.G. Setsduring renovation & expansion phase of theprojects. Proper maintenance of machineries willreduce the generation of noise and vibration. Allthe workers will be equipped with PPE’s duringconstruction phase and D.G. sets will be installedin acoustic enclosures with proper paddingsystem to reduce vibration impact.


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No Not Applicable




6.1






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No Not Applicable




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6.3 From construction ordemolition Yes

Due to various construction activities, there willbe short-term noise impacts in the immediatevicinity of the project site. The constructionactivities will include the following noisegenerating activities: Concreting, mixing & operation of DG sets. Construction plant and heavy vehicle

movement.

6.4 From blasting or piling No No blasting or mechanized piling will be done.6.5 From construction or

operational traffic Yes Some noise will be generated from vehicularmovement in the construction and operationalphase but that will be mitigated with green beltdevelopment.

6.6 From lighting or coolingsystems No No significant noise impact will result from

lighting or cooling systems.

6.7 From any other sourcesNo

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


Yes/No Details thereof (with approximatequantities/ rates, wherever possible) withsource of information data

7.1 From handling, storage, useor spillage of hazardousmaterials

No The used oil from DG sets will be carefully storedin HDPE drums and periodically sold toauthorized recyclers. All precautions will be takento avoid spillage from storage as per TheHazardous Wastes (Management & Handling)Rules, 1989.

7.2 From discharge of sewage orother effluents to water orthe land (expected mode andplace of discharge)

No There will be no discharge of untreated sewageon land or into water bodies. Adequatetreatment of sewage will be carried out in a STPhaving the capacity of 710 KLD within the projectpremises. Treated sewage will be re-used forflushing, landscaping and rest will be given toother construction sites for its constructionpurpose only.

7.3 By deposition of pollutants No The DG Sets will be provided with stacks of


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emitted to air into the landor into water

adequate height. Hence dispersion will beachieved and will avoid deposition of pollutantsin significant concentrations at any singlelocation.

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

7.5 Is there a risk of long termbuild up of pollutants in theenvironment from thesesources?

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

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



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

Yes This is an Affordable group housing colonyproject and does not involve major hazardousconstruction activity. Hence chances ofexplosions, spillages, fires etc. are minimal.During construction, suitable personal protectiveequipment will be provided to all constructionworkers as required under the health & safetynorms. Awareness & Training about safety normswill be provided to all the supervisor andconstruction workers involved in constructionactivities.To deal with any fire related accident, fire fightingfacility of single handed hydrant valve, long hosereel, and portable fire extinguisher shall beprovided.

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

8.3 Could the project beaffected by natural disasterscausing environmentaldamage (e.g. floods,earthquakes, landslides,cloudburst etc)?

No The project falls under seismic active Zone IVaccording to the Indian Standard Seismic ZoningMap.Suitable seismic coefficient will be adopted inhorizontal and vertical direction respectivelywhile designing the structure.There is no possibility of flood as per recordsavailable on the proposed project site.


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



9.1 Lead to development ofsupporting facilities, ancillarydevelopment ordevelopment stimulated bythe project which could haveimpact on the environmente.g.

Supportinginfrastructure(roads, powersupply, waster orwastewatertreatment, etc.)

housingdevelopment

extractiveindustries

supply industries other

Yes

Yes

Yes

NoNoNo

The proposed project is for Residential use; itmay lead to development of supporting servicesand infrastructure in and around the area.

The project will have positive impact on theancillary infrastructure like road, markets, publichealth, amenities, conveyance facilities etc.The project is a proposed for the development ofan Affordable group housing colony project only.Not applicableNot applicableNot applicable

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

No Not Anticipated

9.3 Set a precedent for laterdevelopments

No Not applicable

9.4 Have cumulative effects dueto proximity to other existingor planned projects withsimilar effects

No Not Applicable

(III) ENVIRONMENTAL SENSITIVITY


Name/Identity Aerial distance (within 15km.)Proposed project location

boundary


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housingdevelopment



Yes

Yes

Yes

NoNoNo




No Not Anticipated


No Not applicable


No Not Applicable




boundary


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housingdevelopment



Yes

Yes

Yes

NoNoNo




No Not Anticipated


No Not applicable


No Not Applicable




boundary


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1. Areas protected underinternational conventions,national or local legislation fortheir ecological, landscape,cultural or other related value.

Not Applicable There is no area protectedunder internationalconventions, national or locallegislation for their ecological,landscape, cultural or otherrelated value.

2. Areas which are important orsensitive for ecological reasons– Wetlands, watercourses orother water bodies, coastalzone, biospheres, mountains &forests

Sultanpur Bird Sanctuary Sultanpur Bird Sanctuary islocated at an aerial distance of13.5 km towards South East.

3. Areas used by protected,important or sensitive speciesof flora or fauna for breeding,nesting, foraging, resting, overwintering, migration.

Not Applicable There is no ecologicallysensitive species of flora orfauna in the study area.

4. Inland, coastal, marine orunderground waters.

Not Applicable There is no any inland, coastal,marine or underground wateraround the project site.

5. State, National boundaries Haryana-Delhi StateBoundary

Approx.13.9 km towards North

6. Routes or facilities used by thepublic for access to recreationor other tourist, pilgrim areas.

NH-8 Approximately 2.4 km in Westdirection.

7. Defense installations Not Applicable Not Applicable8. Densely populated or built-up

areaGurgaon City (Densely

Populated area)Approx. 5.61 km from projectsite in North direction

9. Areas occupied by sensitivemanmade land uses (hospitals,schools, places of worship,community facilities)

S.No.

Particulars Distance Direction

Hospitals1. Park Hospital

Gurgaon2.68 km NE

2. CompleteWoman CareHospital

2.6 km E

Schools1. CD International

SchoolBehrampur

0.8 km N

2. G D Goinka PublicSchool

1.56 km NE


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S.No.



Gurgaon2.68 km NE


2.6 km E


SchoolBehrampur

0.8 km N


1.56 km NE


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S.No.



Gurgaon2.68 km NE


2.6 km E


SchoolBehrampur

0.8 km N


1.56 km NE


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Temples1. Peer Baba Mandir

Sector 75-A1.85 km SW

2. Shiv Mandir,Village Darbaripur

2.1 km S

Banks1. Allahabad Bank

Sector 49Gurgaon

1.93 km E

2. Indusland BankSector 49Gurgaon `

1.96 km E

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

Not Applicable Ground-water resources in thestudy area are depleting at veryfast rate and are declared arescarce resources.

11. Areas already subjected topollution or environmentaldamage. (Those where existinglegal environmental standardsare exceeded)

Not Applicable There are no areas which aresubjected to pollution orenvironmental damage. Allparameters of Air, Water andNoise etc. will be maintainedwithin permissible limitspecified by SPCB/CPCB withproper mitigation measures.

12. Areas susceptible to naturalhazard which could cause theproject to presentenvironmental problems(earthquakes, subsidence,landslides, erosion, flooding orextreme or adverse climaticconditions)

Not Applicable The site falls under the zone IVas per the Seismic Zone Map ofIndia.There are no possibilities ofproposed project site getting asper records available.


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2.1 km S


Sector 49Gurgaon

1.93 km E


1.96 km E








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2.1 km S


Sector 49Gurgaon

1.93 km E


1.96 km E








Form 1 A

Prepared by: Vardan Environet, Gurgaon 18

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary attachexplanatory notes with the Form and submit along with proposed EnvironmentalManagement Plan & Monitoring Programmed).

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 consistentwith the surroundings? (Land use must conform to the approved Master Plan/DevelopmentPlan of the area. Change of land use, if any and the statutory approval from the competentauthority are submitted). Attach Maps of (i) site location, (ii) surrounding features of the site(within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If notavailable attach only conceptual plans.

NoThe project site is barren land. It is anticipated that the construction activities of the project willnot have an adverse effect on the land use activities in the project area. Land has been allottedfor development of Affordable Group Housing Colony under Affordable Housing Policy 2013 ofGovt. of Haryana. The development of green belt and other landscaping will enhance the visualaesthetics of the area.Map showing the project location and the project vicinity is given in figure1.

Project Site


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Figure 1: Google image showing project site & surroundings1.2 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.

PROJECT SUMMARY FOR THESE FACTORS GIVEN BELOW IN TABLE 1:

S No Particulars Area ( m2)

1. Project NameAffordable group housing ColonyAt Village- Fazilpur Jharsa, Sec- 71, Distt Gurgaon,Haryana

2. Developer Name &Address

M/S Sarvpriya Securities Pvt Ltd.457 Udyog Vihar phase 5, Gurgaon, Haryana

3. Activity in the complex

1 BHK & 2 BHK dwelling units , Commercial ,Community Centre & Anganwadi-cum-Creche.Total 980 DU’s.

4. Net Site/Plot area Total plot area 24281.1 m2 (6 Acres)

5. Built-up area (FAR + Non-FAR) 56500.8 m2

6.Permissible GroundCoverage @ 50% of 6.0Acre

12140.55 m2

7. Proposed GroundCoverage is 30.86 % 7296.255 m2

8.

Net Planned area for Residential Purpose is 96% or 23309.856 m2

Permissible FAR @ 225 52447.176 m2

Proposed FAR is 224.884 52420.181 m2

9.

Net Planned area for Commercial Purpose is 4% or 971.244Permissible FAR @ 175 1699.677 m2

Proposed FAR is 174.99 1699.674 m2

10.Non-FAR (Stilt Area +Mumty Area, MachineRoom, Creche &Community Centre)

1397.931+593.84+203.285+185.894= 2380.95 m2

11. Maximum height 38.8 m


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12. Maximum No. of Floors G + 10

13. Required Parking 980 Two Wheeler Parking space

14. Proposed Parking

980 Two Wheeler Parking space for residents 196 Two Wheeler Parking space @20% extra for

visitors (of residential area) Surplus Parking space of 129 car parking space or

318 two wheeler parking space (for visitors ofcommercial area & community buildings)

15. Required Green Area 3642.165 m2 (@15 %)

16. Proposed Green Area 3661.372 (@ 15.08 %)

17. Power Requirement &Sources 2690 KW (Dakshin Haryana Bijli Vitran Nigam)

18. No. of DG sets 2 DG sets of total capacity KVA (2×380 KVA)

19. Water requirement &Sources

Total Water Requirement: 700 KLDFresh Water Requirement: 449 KLDTreated Water Requirement: 251 KLDSource: HUDA Supply

*FAR = Floor Area Ratio

1.3 What are the likely impacts of the activity on the existing facilities adjacent to thesite? (Such as open spaces, community facilities, details of the existing land use anddisturbance to the local ecology).

The project being a well planned activity will result in organized open spaces and green areas.About 3661.372 m2 of the area is earmarked for landscaping. The project will have an overallpositive impact on the existing land use and will not cause any disturbance to the local ecology.Hence, proposed activity shall have no impact on surroundings.

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

There shall be no land disturbance resulting in erosion, subsidence and instability as it is a flatland. The site falls under the zone IV as per the seismic zone map of India and indicatingmoderate damage risk zone. The project will be earthquake resistant taking into account thelatest provisions of Indian Standards Codes.


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1.5 Will the proposal involve alteration of natural drainage system? (Give details on acontour map showing the natural drainage near the project site).

The project does not intersect any natural drainage route. No perennial or non-perennialdrainage system is found to exist in the project area or being obstructed by the project. Thesurroundings comprise an urbanized stretch. Well planned storm water drainage has beendesigned to take care of internal storm water drainage. Thus, no impact on the natural drainagesystem is anticipated.

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

The cut and fill material will be kept near park at site and hence the need for movement of soilto and from the site is not anticipated.

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

Water requirement during construction phase will be met from STP Treated water from HUDASTP, Waste handling during the construction phase shall be done by the site contractor whoseresponsibility lies with collection and storage of construction and demolition waste generatedon the site. All construction wastes generated during construction will be used within the siteitself for filling the floors, roads, aggregate for mortar etc. to the extent feasible. Remaining willbe sent to the agency for proper recycling/disposal.

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

No low lying areas or wetlands are found in the region. The site area is a flat land and thesurroundings are characterized by an urbanized stretch.

1.9 Whether construction debris & waste during construction cause health hazard? (Givequantities of various types of wastes generated during construction including theconstruction labor and the means of disposal).

No health hazards are expected during the construction phase. The laborers will be providedwith face masks to minimize dust inhalation.A significant portion of the construction waste and wood scrap generated will be used on thesite. The remaining waste will be transported to a government approved dumping site.


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The quantity of domestic waste generated will be very little, as mostly local laborers will beemployed. However, the wastes generated will be collected and disposed by an authorizedagency.

SECTION-2 WATER REQUIREMENT

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

The water supply will be provided through the HUDA Supply. The total water requirement isapprox. 700 KLD, out of which total fresh water requirement is 449 KLD and recycled water is251 KLD. The daily water requirement calculation is given below in Table 2:

Table-2: Calculations for Daily Water Demand

S.No. Particulars

BASIS Occupancy

/area

Rate ofwater

demand(Lt)

Daily Water Demand (KLD) WastewaterGeneratedDomesti

c Flushing Total

1.ResidentialPopulation

980 DU@ 5person/DU 4900 135 441 220.50 661.50 573.30

2.

Visitors ofResidentialApartments

@10 % ofResidents

population490 15

2.94 4.41 7.35 6.76

3.Shopkeeper

/ Staff

1/3 ofcommercial area

population136 45

2.0 4.076.110217

5 5.70

4.Visitors ofretail area


population272 15

1.63 2.444087 4.07 3.75

5. Horticulture 5 l/sqm3661.3

72 5 l/sqm 18.3 0

6. Creche area @ 4 m2 / person 46.47 45 0.6971025 1.394205

2.0913075 1.951887

CommunityHall @ 3 m2 / person 67.76 15 0.40657 0.609855 1.016425 0.935111

Total 448.71 233.4 700.4 592.4say 449KLD

say 233KLD

say 700KLD say 592 KLD


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

The total water requirements of the project will be 700 KLD. The fresh water will be 449 KLDand recycled water will be 251 KLD.

2.2 What is the quality of water required, in case, the supply is not from a municipalsource? (Provide physical, chemical, Biological characteristics with class of water quality).

The total water requirement for the project is 700 KLD. However, the freshwater requirement is449 KLD that will be sourced from HUDA supply. However, monitoring of ground water at sitehas been done. The quality of water is good.

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

It is expected that the project will generate approx. 592 KLD of wastewater. The wastewaterwill be treated in the STP of 710 KLD within the complex generating 533 KLD of recoverablewater from STP out of which 18 KLD of water will be used in green area development and 233KLD In Flushing.2.4 Will there be diversion of water from other users? (Please assess the impacts of theproject on other existing uses and quantities of consumption).

No. There will not be any diversion of water from other users. Rise in water demand is a localphenomenon but the project would only involve spatial shifting of water demand within aregion.

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

Approximately 602 KLD of wastewater will be generated during the operational phase fromdomestic use and other commercial uses. This wastewater generated will be treated in welldesigned sewage treatment plant based on Moving Bed Bioreactor Technology.The following are the input characteristics of the waste water:

(a) Daily load : 592 KLD(b) Duration of flow to STP : 24 hours(c) Temperature : Maximum 32 o C(d) pH : 7 to 9.5(e) Colour : Mild(f) T.S.S. (mg/l) : 100-400 mg/l(g) BOD5 (mg/l) : 200-300 mg/l(h) COD (mg/l) : 500-700 mg/lFinal discharge characteristics


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(a) pH : 7.5 to 8.5(b) Oil & Grease : <10 mg/l(c) B.O.D. : <20 mg/l(d) C.O.D. : <100 mg/l(e) Total Suspended Solids : <50 mg/l

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

Rainwater harvesting is a water conservation tool in the proposed project. Total 6 no. of rainwater harvesting pits will be provided for the purpose. The harvested water will be used forartificial recharge and not be stored. The main emphasize given in the planning of the stormwater drainage system is on recharging the aquifer of the area while having the safe disposal ofstorm water without flooding the campus. A network of storm water disposal drains will beplanned which will finally dispose off into a percolation well for direct injection of collectedstorm water into the ground water. Bar screens and silt traps will be incorporated before thepercolation wells to remove the silt, heavier particles and other objectionable materials whichcan cause the choking of percolation wells. The type of percolation wells etc. will be decidedafter detailed hydrological and geological survey analysis results are obtained and/ or as perrecommendations of the Central Ground Water Board.

The storm water drainage network will be led to various percolation wells catering to differentparts of the catchments area. Silt traps will be provided at the inlet of each percolation well. Theoverflow from percolation wells will either be interconnected or pumped to the existing stormwater disposal line. In general, the rain water from terraces and other open areas shall becollected through rain water down-take pipes and let off at surface. This water shall be allowedto flow through sloping channels in external areas for rainwater harvesting.

2.7 What would be the impact of the land use changes occurring due to the project on therunoff characteristics (quantitative as well as qualitative) of the area in the post constructionphase on a long term basis? Would it aggravate the problems of flooding or water logging inany way?

The project will include paved areas and thus the runoff from the plot is expected to increasedue to reduced infiltration. However, the increased runoff will not cause flooding or waterlogging as a well designed storm water drainage will be provided. The runoff will finally becollected into rainwater harvesting pits for groundwater recharging. The quality of the runoff isexpected to improve due to paved areas.

2.8 What are the impacts of the proposal on the ground water? (will there be tapping ofground water; give the details of ground water table, recharging capacity and approvalsobtained from competent authority, if any)


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Water demand will be fulfilled from HUDA. No adverse impact is expected on this account asextensive rainwater harvesting will be implemented across the project site. To reduce thefreshwater demand and hence the groundwater stress, treated wastewater will be used forlandscaping and flushing.

2.9 What precautions/ measures have been to check the surface run-off, as well asuncontrolled flow of water into any water body?

The following management measures are suggested to protect the water quality are: Avoid excavation during monsoon season. Care would be taken to avoid soil erosion. Community toilets shall be constructed on the site during construction phase and the

wastewater will be channelized to the septic tank in order to prevent wastewater fromentering the water bodies.

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

To prevent surface and ground water contamination by oil/grease, leak proof containerswould be used for storage and transportation of oil/grease. The floors of oil/greasehandling area would be kept effectively impervious.

Collection and settling in the storm water, prohibition of equipment wash downs, andprevention of soil loss and toxic release from the construction site will be adhered tominimize water pollution.

2.10 How is the storm water from within the site managed? (State the provisions made toavoid flooding of the area, details of the drainage facilities provided along with a site layoutindication contour levels).Most of the storm water produced on site will be harvested for ground water recharge. Thusproper management of this resource is a must to ensure that it is free of contamination. Adetailed Storm Water Management Plan will be developed which will consider the sources ofstorm water. The plan will incorporate best management practices which will include thefollowing:

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.


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2.11 Will the deployment of construction laborers particularly in the peak period lead tounsanitary conditions around the project site (Justify with proper explanation).

No, mostly local laborers will be employed during the construction phase and thus negligiblequantities of wastes will be generated. Mobile toilets will be provided and the wastewatergenerated will be collected in septic tanks.

2.12 What on-site facilities are provided for the collection, treatment & safe disposal ofsewage? (Give details of the quantities of wastewater generation, treatment capacities withtechnology & facilities for recycling and disposal).

It is expected that the project will generate approx. 592 KLD of wastewater. The wastewaterwill be treated in the STP provided within the complex generating 533 KLD of recoverable waterfrom STP out of which 18 KLD of water will be used in green area development and 233 KLD inFlushing.

2.13 Give details of dual plumbing system if treated waste used for flushing of toilets orany other use.

Total water requirement of project will be 700 KLD. The fresh water requirement will be 449KLD and treated water will be 251 KLD. During operation phase, 592 KLD of waste water will begenerated which will be treated in STP of 710 KLD. Treated water obtained from STP shall be533 KLD, out of which 233 KLD shall be utilized for the purpose of flushing and 18 KLD use ingreen area development.

SECTION-3 : VEGETATION

3.1 Is there any threat of the project to the biodiversity? (Give a description of the localecosystem with its unique features, if any).

No ecologically sensitive area falls within the project site. Hence, no ecological/ biologicalthreat has been anticipated.

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

The project does not support any significant vegetation. It is to develop a multilayeredperipheral greenbelt of native plant species to enhance the aesthetic value of the region andalso provide an excellent habitat for various faunal groups.


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

Green belt will be developed along the periphery of the project premises along with theinternal parks and lawns. 3661.372 m2 of the project area will be developed as green belt andorganized green spaces. Plantation would be of large leaf trees that provide adequate shadeand are semi-evergreen to evergreen.

SECTION 4: FAUNA

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

No. The existing land use around the site is urban and does not provide a habitat for wildspecies. The multilayered peripheral greenbelt will provide an excellent habitat for the nativefauna.

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 trees bearing fruits 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 onfauna.

No direct or indirect impact on fauna is envisaged.

SECTION 5: AIR ENVIRONMENT

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

Ambient air monitoring was carried out at the project site during the environmentalassessment.During the post construction phase, scooter/motorcycle will be owned by the residents of thegroup housing colony project. Vehicular emissions will be the major source of air pollution inaddition to DG set. Quantum and dispersion of pollutants from vehicular emission will dependupon the following:

Volume of traffic on the roads,


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Meteorological conditions. Emission sources

From vehicular emissions, PM, NOx and CO are pollutants of primary concern. The dispersion ofvehicular emission would be confined within 100 m from the road and concentration willdecrease with increase in distance from road. It is anticipated that the contribution of vehicularemission in ambient air quality will be marginal but well within the stipulated National Ambient.Dispersion will be faster at higher wind speed.

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

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

As per dispersion, modeling of pollutants from DG sets using ISCST3 software, predictedresultant GLC for various air pollutants are found insignificant within the NAAQS norms.

All values were found within the NAAQS for residential land use. During operational phase ofthe project, there will be increase in atmospheric concentration of gases and particulate matterdue to operation of DG sets. 2 D.G. Sets of 760 KVA capacity will be provided for back upelectricity supply during power failure. This will cause emissions of PM, SOx, NOx and CO.However, the D.G. sets will be run only during power failure and low sulphur diesel (HSD) willbe used. Adequate stack heights of D.G. sets will be provided as per the stipulated guidelines ofCentral Pollution Control Board (CPCB) to facilitate natural dispersion of exhaust gases as givenbelow considering height of the building.

Dispersion modeling of pollutants from DG sets was done using ISCST3 software published byUSEPA using multiple stacks. Hourly meteorological data as monitored at site was used. Mixingheight was taken from publication of IMD “Atlas of Hourly Mixing Height in India, 2008”. Thepredicted GLC of PM10 and SO2 were insignificant. The emission of pollutants stack wise is givenin Table 9. The GLC was calculated at rectangular grid points spacing 100 x 100 m with plant atcentre i.e. coordinate (0, 0).

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

Adequate provision has kept for vehicles parking at the project. There is also adequateprovision for visitors parking so as not to disturb the traffic and allow smooth movement at thesite.


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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 theproject.

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

No significant impact of noise has been anticipated within and outside of the project site due toprovision of wide roads for smooth flow of traffic and greenbelt along the roads. Noise, due tothe traffic, within site, will result in a marginal increase in the noise levels because noise controlmeasures shall be provided in vehicles & DG sets as mentioned below, which will cause slightincrease in noise level.

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

During operational phase of the project, vehicular movement and operation of DG sets will bethe major sources of noise pollution. But both these activities- DG set and vehicular movementwill not have any significant impact on the people residing in the area. Since DG set will not beoperational continuously and moreover it will be placed away from populated area and will beenclosed with suitable enclosures. Hence, no or minimal impact will be anticipated due to DGset and vehicular emission. It is envisaged that the movement of the motor vehicles will berestricted to designated carriageways only.

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

attached to backup DG sets only during grid power failure.

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

norms.

SECTION-6 : AESTHETICS

6.1 Will the construction in any way result in the obstruction of a view, scenic amenity orlandscapes? Are these considerations taken into account by the proponents?


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The site lies in an urbanized settlement and is well planned. Thus, no obstruction of view orscenic beauty or landscape is anticipated. Furthermore, the construction will be planned in sucha way that the organized open spaces and landscaped areas will render the plot aestheticallyappealing.

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

No impacts anticipated.

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

The project will strictly follow the Area Building Regulation Norms of NBC. All norms on GroundCoverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural Design and otherparameters will be strictly adhered to.

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if anyother significant features in the vicinity of the site have been considered?

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

SECTION-7: SOCIO-ECONOMIC ASPECTS

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

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

Construction phase: Since local laborers will be engaged during construction phase, alterationto the existing demographic profile of the area is not anticipated.

Operation phase: The changing demography in the area is another impact that needs attention.The project will mainly lead to spatial redistribution of local population and hence noconsiderable influx of population is envisaged owing to the project.

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

The area around the project is surrounded by rural land area and Project Land has been allottedfor development of Affordable Group Housing Colony under Affordable Housing Policy 2013 ofGovt. of Haryana. However all sorts of social infrastructure like transportation facilities, water


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supply & sanitation facilities, communication facilities, educational institutes, hospital, markets,banks, cultural amenities etc. already exist in Gurgaon.

7.3 Will the project cause adverse effects on local communities, disturbance to sacredsites or other cultural values? What are the safeguards?

Construction phase: There are no religious sites or archeological monuments of historicalsignificance in or near the project site. Hence, no adverse impact in this regard is anticipated.Rather, this phase will generate jobs that relate to unskilled, semi skilled as well as skilledlabour category. Few supervisory positions will also open up, for which local candidates will beconsidered based on merit.

Operation phase: The project will provide state-of-the-art low cost housing facility in the area,thereby improving the quality of life.

SECTION-8: BUILDING MATERIALS

8.1 May involve the use of building materials with high embodied energy. Are theconstruction materials produced with energy efficient processes? (Give details of energyconservation measures in the selection of building materials and their energy efficiency)

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

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

Mitigation Measures for Air Pollution during Construction Stage:

• Construction materials will be suitably covered with tarpaulin cover etc duringtransportation.

• 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.


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• To prevent any occupational hazard, earmuff / earplug shall be given to the workersworking around construction plant & machinery emitting high noise levels.

• Use of such plant or machinery will not be allowed during night time. Careful planning ofmachinery operation and scheduling of operations will be done to minimise such impact.

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

Yes, fly-ash will be utilized for road construction. Recycled materials will be bought from outsidesources and will be used as fillers in base and sub-base of the carriageway, footpaths pavementsor pedestrian way, as needed.

8.4 Give detail of the methods of collection, segregation & disposal of the garbagegenerated during the operation phases of the project.

The solid waste of the project will be segregated into biodegradable waste and non-biodegradable. Biodegradable waste and non biodegradable waste will be collected in separatebins. Biodegradable waste will be treated in the project premises by vermin-composting. Therecyclable wastes will be sent off to the government authorized recyclers. Proper guidelines forsegregation, 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 isthe energy consumption assumed per square foot of built-up area? How have you tried tominimize energy consumption?

The details of power requirement, sources, and backup power requirement are given in theTable below:

Power Requirement, Sources and Backup Plan

Power Requirement 2690 KW

Sources of Power (Haryana Vidyut Nigam Limited)

Backup power supply arrangement 2 DG Sets of total capacity 760 KVA (2×380 KVA) willbe used in case of power failure only.

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

Power backup will be provided by 2 Nos. of DG sets of total capacity 760 KVA (i.e. 2 × 380 KVAcapacity). The DG sets will be operated for common services only during power failure.


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

This being an affordable group housing project, hence glass usage will be minimal; thoughsuitably thick glass depending upon the panel size will be used to keep the U value as per therequirement of ECBC.

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

Passive solar design refers the use of the sun’s energy for heating and cooling of living spaces.Pergolas, projections, façade elements, metal louvers will be provided for sun shading toreduce the heat influx into the building and thus reduce the air conditioning loads.9.5 Does the layout of street & building maximize the potential for solar energy devices?Have you considered the use of street lighting, emergency lighting and solar hot watersystems for use in the building complex? Substantiate with details.

Layout of buildings has been done as per the sun path analysis so that the design cuts off directradiations of critical hours which are specific to the orientation. Solar energy will be harnessedto meet various energy requirements 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 havebeen used to maximize the shading of walls on the East and the West and the Roof? Howmuch energy saving has been effected?

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

9.7 Do the structures use energy-efficient space conditioning, lightening and mechanicalsystems? Provide technical details. Provide details of the transformers and motor efficiencies,lightening intensity and air conditioning load assumption? Are you using CFC and HCFC freechillers? Provide specifications.

Yes. The walls and rooms will be insulated such that air conditioning load is reduced. Welldesigned building structures will allow natural light to enter. Measures prescribed in EnergyConservation Building Code 2007 will be adopted to reduce the heat influx by walls, roofs andopenings. Only prescribed quality of glasses will be used.


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

Heat emissions from the construction may be from the following sources: Heat absorbed from the paved and concrete structures Heat generated from equipment/appliances Heat increase due to population increase.

However, the heat generated will not be significant and will be dissipated in the greens andopen areas provided within the project area.

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

The roof tops of the buildings will be planned with puffing/bricks 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. Regularwalls have some cladding/fixture paints.

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

Firefighting measures shall be adopted as per the guidelines of NBC. External yard hydrantsinstalled around all buildings in the complex and galvanized steel fire hose boxes/cabinet(weather proof). All external yard hydrants shall be at one meter height from finished groundlevel as per NBC at a distance of 45 m along the road. External fire hydrants shall be locatedsuch that no portion of any building is more than 45 m from a hydrant and the external hydrantsare not vulnerable to mechanical or vehicular damage.

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

9.11 If you are using glass as wall materials, provide details and specifications includingemissivity and thermal characteristics.

The project being a group housing Colony project will not involve use of glass as wall material.All fenestration with U-factors, SHGC, or visible light transmittance determined, certified andlabeled in accordance with ISO 15099 shall be adopted.


Form 1 A


9.12 What is the rate of air infiltration in to the building? Provide details of how you aremitigating the effects of infiltration.

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

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

Solar energy will be tested to 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 willreduce the load on conventional energy sources.

SECTION-10: ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan (EMP) would consist of all mitigation measures for eachcomponent of the environment due to the activities increased during the construction,operation and the entire life cycle to minimize adverse environmental impacts resulting fromthe activities of the project. It would also delineate the environmental monitoring plan forcompliance of various environmental regulations. It will state the steps to be taken in case ofemergency such as accidents at the sites including fire. The detailed EMP for the complex isgiven in conceptual plan.


CONCEPTUAL PLAN


INTRODUCTION

M/s Sarvpriya Securities Pvt Ltd. having its office at 457 Udyog Vihar phase 5, Gurgaon. Thecompany has already Purchased the land measuring 6 acres at Sector -71 Village- FazilpurJharsa, District– Gurgaon to develop and construct an affordable group housing colony at theproposed site. The license has already been obtained from Government of Haryana videDirectorate Town and Country Planning, Haryana Licence No. 138 of 2014 dated 28-08-2014valid upto 27-08-2019 on land measuring 6 acres. The site is ideal as Gurgaon is situated at NH-8 which is also nearest to Delhi. Gurgaon is gradually becoming a hub for education, IT sector,Manufacturing Industry and multispecialty medical facilities. The area is already attracted bywell known builders and developers those are developing the area very fast.

SITE LOCATION AND SURROUNDINGSThe proposed project site is located at Village- Fazilpur Jharsa, Sec- 71, Distt Gurgaon,Haryana. The co-ordinates of the project site are 28°24'38.89"N & 77°01'16.65"E. The nearesthighway is NH-8 which is approx. 2.4 Km away in West direction from project site. The nearestrailway station is Gurgaon Railway Station at a distance of approx. 8.56 Km in North directionfrom the proposed project site. The nearest airport is Indira Gandhi International Airport at adistance of approx. 15.54 km in North direction from the project site.

Figure-1: Google map showing the project site

Project Site


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INTRODUCTION




Project Site


CONCEPTUAL PLAN


INTRODUCTION




Project Site


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PROJECT LAYOUT AND ENVIRONMENTAL CONTEXT

The total area of the proposed project for affordable group housing colony is 24281.1 (6 Acres). The detailed Area Statement is provided below in Table 1.

SALIENT FEATURES OF PROJECT: Salient features of the project are as follows:-

Table 1










12140.55 m2


8.



Proposed FAR is 224.884 52420.181 m2

9.




1397.931+593.84+203.285+185.894= 2380.95 m2


CONCEPTUAL PLAN





Table 1










12140.55 m2


8.



Proposed FAR is 224.884 52420.181 m2

9.




1397.931+593.84+203.285+185.894= 2380.95 m2


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Table 1










12140.55 m2


8.



Proposed FAR is 224.884 52420.181 m2

9.




1397.931+593.84+203.285+185.894= 2380.95 m2


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POPULATION DENSITY

The Total population of the project will be 5912 persons (including Visitors). The detailedpopulation breakup is given below in the following Table 2.

Table-2: Population Break up

Residential Dweling UnitsNo. ofUnits/Area

PopulationPer Unit

Populationbreakup Total

Residential population 980 5 4900 4900Visitors @10% of resident population 490 490Commercial Area (Ground Floor)

Commercial population744.413 3 m2/

person 248


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POPULATION DENSITY




PopulationPer Unit




person 248


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POPULATION DENSITY




PopulationPer Unit




person 248


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population of shopkeeper @ 1/3 ofretail area population at Ground floor 83 83Floating Population (Visitors orShoppers) @ 2/3rd of retail areapopulation at Ground floor 165 165Commercial Area (First Floor &Above)


person 159population of shopkeeper @ 1/3 ofretail area population at 1st floor &above 53 53Floating Population (Visitors orShoppers) @ 2/3rd of retail areapopulation at 1st floor & above 106 106Anganwadi AreaAnganwadi Population @ 4 sq.m/person

185.894 m2

4 m2/person

46 46Community Hall

Community Hall population @ 3 Sq.m/person 203.285

3 m2/person 68 68

Total population 5912

PROJECT COSTThe total estimated cost of the project is Rs. 102 crores (Approx).

WATER REQUIREMENT

The water will be supplied through HUDA Water Supply. Total water requirement for theproject will be approximately 700 KLD, out of which 449 KLD is fresh water requirement and251 KLD is recycled/treated water. The daily water requirement calculation is given below inTable 3.



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185.894 m2

4 m2/person

46 46Community Hall


3 m2/person 68 68



WATER REQUIREMENT




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185.894 m2

4 m2/person

46 46Community Hall


3 m2/person 68 68



WATER REQUIREMENT




CONCEPTUAL PLAN


S.No. Particulars

BASIS Occupancy

/area

Rate ofwater

demand(Lt)


c Flushing Total


980 DU@ 5person/DU 4900 135 441 220.50 661.50 573.30

2.


@10 % ofResidents

population490 15

2.94 4.41 7.35 6.76

3.Shopkeeper

/ Staff


population136 45

2.0 4.076.110217

5 5.70



population272 15

1.63 2.444087 4.07 3.75


72 5 l/sqm 18.3 0


2.0913075 1.951887


Total 448.71 233.4 700.4 592.4say 449KLD

say 233KLD



CONCEPTUAL PLAN


S.No. Particulars

BASIS Occupancy

/area

Rate ofwater

demand(Lt)


c Flushing Total


980 DU@ 5person/DU 4900 135 441 220.50 661.50 573.30

2.


@10 % ofResidents

population490 15

2.94 4.41 7.35 6.76

3.Shopkeeper

/ Staff


population136 45

2.0 4.076.110217

5 5.70



population272 15

1.63 2.444087 4.07 3.75


72 5 l/sqm 18.3 0


2.0913075 1.951887


Total 448.71 233.4 700.4 592.4say 449KLD

say 233KLD



CONCEPTUAL PLAN


S.No. Particulars

BASIS Occupancy

/area

Rate ofwater

demand(Lt)


c Flushing Total


980 DU@ 5person/DU 4900 135 441 220.50 661.50 573.30

2.


@10 % ofResidents

population490 15

2.94 4.41 7.35 6.76

3.Shopkeeper

/ Staff


population136 45

2.0 4.076.110217

5 5.70



population272 15

1.63 2.444087 4.07 3.75


72 5 l/sqm 18.3 0


2.0913075 1.951887


Total 448.71 233.4 700.4 592.4say 449KLD

say 233KLD



CONCEPTUAL PLAN


Figure-2: Water Balance Diagram

(282 KLD)Sent to nearby

construction site.

Total Water Requirement(700 KLD)

Fresh Water Requirement(449 KLD)

Recycled/Treated Water(251 KLD)

@ 80%

Recycled/Treated water(533 KLD)

Total wastewatergenerated(592 KLD)

STP(710 KLD)

@ 90%

STP Capacity 20 % morethan waste water generated

Wastewatergenerated

(NIL)

Domestic Water Req.(449 KLD)

Flushing(233 KLD)

Horticulture(18 KLD)

@ 100%

Wastewatergenerated(359 KLD)



CONCEPTUAL PLAN




construction site.




@ 80%



STP(710 KLD)

@ 90%


Wastewatergenerated

(NIL)


Flushing(233 KLD)


@ 100%




CONCEPTUAL PLAN




construction site.




@ 80%



STP(710 KLD)

@ 90%


Wastewatergenerated

(NIL)


Flushing(233 KLD)


@ 100%




CONCEPTUAL PLAN


Wastewater Generation & Treatment:The wastewater will be treated through proposed Sewage Treatment Plant of having thecapacity of 710 KLD of MBBR technology within the project premises. Approximately 533 KLDof recycled water will be obtained from proposed Sewage Treatment Plant which will be usedfor flushing and horticulture.

Table-4: Calculation of Wastewater Generation

Details Water (KLD)

Water requirement for domestic purpose 449

Wastewater generated from domestic use (@ 80% of domestic waterrequirement) 359

Water requirement for Flushing Purpose 233

Wastewater generated from Flushing (@ 100% of flushingrequirement) 233

Wastewater generated from Miscellaneous Nil

Total Wastewater generated 592

SEWAGE TREATMENT TECHNOLOGY

Moving Bed Bioreactor Technology:Sewerage SystemAn external sewage network shall collect the sewage from all units, and flow by gravity to theproposed sewage treatment plant.Following are the benefits of providing the Sewage Treatment Plant in the presentcircumstances:

Reduced net daily water requirements, source for Horticultural purposes by utilization of thetreated waste water.

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.


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Details Water (KLD)













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Details Water (KLD)













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a. Wastewater Details(a) Daily load : 592 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

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 matterwould get trapped. The influent would overflow by gravity to the Oil & Grease Chamber whichis provided for safety so that the oil may not inhibit the biological growth in the MBBRreactors.

The sewage would then collected in an Equalization Tank where the variations in flow andcharacteristics are dampened, which otherwise can lead to operational problems andmoreover it allows a constant flow rate downstream. Here the sewage is kept in mixedcondition by means of coarse air bubble diffusion.

The Bio Reactor is based on the Fluidized Random Aerobic Reactor which combines theadvantage of an Activated Sludge Plant with the Random distribution systems such as Bio filterwith capacities that could be as low as 1/10th of ASP and fractional power consumption, sucha reactor is ideal for the efficient removal of BOD and organics from the wastewater.

The tanks are packed with RIGID PP-UV-sterilized Gas Fluted Media with liquid randomdistribution wherein air diffusers are placed to uniformly release air across the tanks.

Working Principle:


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Working Principle:


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Working Principle:


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Bacteria grow rapidly in the Bio-Pac unit under properly engineered conditions. They consumeorganic chemical for their growth and remove them from the wastewater. The bacteriaconverts chemical into biological cells, which under proper growth conditions, form slims. Thebacteria adhere to available surfaces and accumulate into what we call random biological filmor fixed film. The high surface area-to-volume ratio of the units allows for accumulation ofsubstantial concentration of bacteria in the relatively small reactor units. Further, theaccumulated bacteria which provides high rates of removal or organic chemicals are fixed inthe system and do not need to be recycled back to the basin.In the Bio Reactor system the water is constantly flowing through rigid PVC matrix to which thebiological film attached. As the water flows past the biological film, bacteria in the film absorborganic chemicals as well as oxygen, nitrogen, phosphorus, and other trace nutrients requiredfor their growth.

As the bacteria grow on the matrix and as more chemicals are added to the unit, the stationarybiological film will continue to build in thickness. As the film becomes thicker the depth ofpenetration by diffusion of the absorbed material such as oxygen or other nutrients is notsufficient to reach the entire distance through the slime of the plastic media. At some point,the film will become sufficiently thick and portion of the film closest to the plastic media willnot receive any food or nutrient, particularly oxygen. The inner layer of the film becomesanaerobic and the organisms lose their ability to adhere to the media surface. The shear forcesof the water and / or air bubbles flowing through the matrix will ultimately become greatenough to tear this portion of the biological film loose from the media. This process is calledsloughing. The solids which slough from the media will flow out of the system with thesewages and are to be removed from the water through clarification in a settling module. Theexposed portion of media surface will repeat the process of slime accumulation and sloughing.

In actual operation of the Bio Reactor units, biological film will be in a state of dynamic,continuous growth and sloughing. At any given time, portion of the media are always at somepoint between forming a new film sloughing.


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Figure-5: A figure showing the Process Flow Diagram

Sewage Quality:The Sewage discharged from the Bio reactor system will contain sloughed biological solids, butwould be relatively free of soluble organic chemicals. The quantity of biological solids in thesewage will depend substantially on the quantity of suspended solids and the concentration ofsoluble BOD entering system. It is therefore necessary to provide means of separating thebiological mass from the sewage. Package unit contains tube settlers for sedimentation and 60Gross fluted Rigid PVC fill media for the FAB units to treat the wastewater for discharge intothe receiving waters and/or the sanitary sewers as per the local regulations. The mediathickness changes with the design parameters/depth of the unit and can vary from 0.25 to0.40 mm thickness.

1. Tube Settler:Here we are providing the Tube Settler along with the PVC media which will enhancethe contact period and thereby the improved performance. The Tube settler will have adetermined lope in the bottom to collect the suspended solids from the waste water.


CONCEPTUAL PLAN






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The sludge will be suited to the Sludge Drying Beds.2. Pressure Sand Filter:

Here the treated water coming from the TSS will be treated for the suspended impurityremoval.

3. Activated Carbon Filter:Here the water coming from the ACF will be treated for colour removal, suspendedimpurity removal and the treated water shall be sent to the sewer.

4. Filter Press:A filter comprises a set of vertical, juxtaposed recessed plates, presses against eachother by hydraulic jacks at one end of the set. The pressure applied to the joint face ofeach filtering plate must withstand the chamber internal pressure developed by thesludge pumping system. This vertical plate layout forms watertight filtration chambersallowing easy mechanization for the discharge of cakes. Filter clothes finely or tightlymeshed are applied to the two grooved surfaces in this plat.

Primary Treatment:This is the first step of inlet waste mainly consist of removal of coarse particles, oil and graceand mixing co-agents in the water for removal of suspended solids through sedimentations.After this treatment scheme, the BOD, TSS, COD, and O&G level comes down to 20% of initiallevels.

Secondary Treatment:This is second step of waste water treatment. It mainly consist aerobic process of the Primarytreated water, bacterial growth, EM dosing addition of oxygen and chemical which help inbacterial growth and lastly settlement of the biological waste as sludge. Normally it is foundthat the reduction level in TSS, BOD, O & G and COD after an efficient secondary treatment willbe as under-

Tertiary Treatment:This is the final stage of treatment where the Sewage after secondary treatment first is mixedwith Sodium Hypo Chloride and then Sewage will be passed through (PSF) dual media filterand (ACF) activated carbon filter where sand, anthracite and activated carbon will be used asfiltration media. Once the above limits achieved thereafter the final outlet water will alsoconfirms the Bio Assay test of 90% of fish survive.


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Technical Specifications & Design for Sewage Treatment Plant of 710 KLD

CIVIL WORKS1. BAR SCREEN CHAMBER

Quantity 1 No.Size 0.6 m x 0.5 m x 0.3 + FBMOC SS-304

2. OIL & GREASE TRAPQuantity 1 No.Size 0.6 m x 1.2 m x 0.8 m + FBCapacity 0.57 m3

MOC Civil3. COLLECTION CUM EQUALIZATION TANK

Quantity 1 No.Size 4.0 m x 4.0 m x 2.5 m + 0.5 m FBCapacity 40 m3

MOC Civil4. SLUDGE HOLDING TANK


MOC CivilELECTROMECHANICAL EQUIPMENTS1. BASKET SCREEN

Quantity 1 No.Size 500 mm x 400 mmMOC SS-304

2. SEWAGE LIFTING PUMPSQuantity 2 Nos. (1W + 1S)Capacity 7.0 m3/hrHead 10 mMOC CIType Submersible PumpMake KSB / Wilo or Equivalent

3. MBBR REACTOR (FAB REACTOR)Quantity 2 Nos.Capacity 16.0 m3

Media Type Floating Media


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CONCEPTUAL PLAN


Size 2.0 m x 2.0 m x 4.0 m + 0.5 m FBMOC MS 5 mm ThicknessSurface Protection Inside Epoxy; Outside Enamel

4. SECONDARY TUBE SETTLERQuantity 1 No.Tube Plan 4.4 m2

Tube Height 0.678 mmSize 2.0 m x 2.2 m x 1.25 m + 0.5 m FB + Hopper BottomMOC MS 5 mm ThicknessSurface Protection Inside Epoxy; Outside Enamel

5. CLEAR WATER TANKQuantity 1 No.Size 2.0 m x 3.0 m x 2.0 m + 0.5 m FBCapacity 12.0 m3

MOC MS 5 mm ThicknessSurface Protection Inside Epoxy; Outside Enamel

6. FILTER FEED PUMPSQuantity 2 Nos. (1W + 1S)Capacity 8.0 m3/hrHead 25 mMOC CIType Centrifugal, MonoblocMake Kirloskar or Equivalent

7. SLUDGE RECIRCULATION PUMPSQuantity 2 Nos. (1W + 1S)Flow 2.0 m3/hrHead 10 mMOC CIType Self Priming PumpMake Kirloskar / Equivalent

8. ROOT AIR BLOWERSQuantity 2 Nos. (1W + 1S)Capacity 150 m3/hr @ 5000 mm WCMotor Power 7.5 HPType Twin Lobe TypeMake Everest / Beta or Equivalent

9. MULTIGRADE FILTER COLUMNQuantity 1 No.


CONCEPTUAL PLAN












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Type Down FlowDia 900 mmHOS 1800 mmMaterial of Construction FRPFilter Media Fine Sand, Pebbles, Gravels

10. ACTIVATED CARBON FILTER COLUMNQuantity 1 No.Type Down FlowDia 900 mmHOS 1800 mmMaterial of Construction FRPFilter Media Activated Carbon & Supporting Sand

11. CHLORINE DOSING SYSTEMQuantity 1 Set

(Pump -1 No. / Tank -1 No.)DOSING PUMPCapacity 0 - 6 LPHMOC PPType Metering Dosing PumpRating 0.5 HPMake Seko / Asia LMI or EquivalentDOSING TANKCapacity 200 LitresType MS Skid MountedAccessories Cover, Funnel & Sight TubeMOC FRPMixing Diffused agitation from existing blower

12. FINE BUBBLE DIFFUSERSQuantity 16 Nos.Size 63 mm Dia x 600 mm LongMOC PVCMake Rehau or Equivalent

13. COARSE BUBBLE DIFFUSERSQuantity 12 Nos.Size 150 mm DiaMOC PVCMake Rehau or Equivalent

14. FILTER PRESS


CONCEPTUAL PLAN








14. FILTER PRESS


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14. FILTER PRESS


CONCEPTUAL PLAN


Quantity 1 No.Make W2P / Pharmatech or EquivalentSize 18" x 18"No. of Plates 18Type Manual

15. FILTER PRESS FEED PUMPSQuantity 2 Nos. (1W + 1S)Size 1 m3/hrHead 40 mMOC CIType Screw PumpMake Rotomac / Roto or Equivalent

16. TREATED WATER SUPPLY PUMPS FOR FLUSHING & HORTICULTUREQuantity 2 Nos. (1W + 1S)Capacity 8.0 m3/hrHead 55 mMOC CIType Centrifugal, MonoblocMake Kirloskar or Equivalent

17. MEDIA FOR MGF & ECF Fine Sand, Pebbles, Gravels & Activated Carbon18. MEDIA FOR MBBR TANKS FAB media (Qty - 16 m3)19. MEDIA FOR TUBE SETTLERS Tube deck media (Qty - 2.4 m3)20. ELECTROMAGNETIC FLOWMETER

Quantity 1 No. (Outlet)Line Size 40 NBMake RLT / Electronet or Equivalent

21. ELECTRICALS10 DOL Starter panel + 1 Starter + 2 stage level controller, energy meter, mimic diagramElectrical Wiring

22. PLUMBINGPiping & Valves with aeration grid GI / PVC/MS - Epoxy as per requirement

RAIN WATER HARVESTING

The storm water disposal system for the premises shall be self-sufficient to avoid anycollection/stagnation and flooding of water. Storm water drainage plan of the project isenclosed. The amount of storm water run-off depends upon many factors such as intensityand 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


CONCEPTUAL PLAN












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CONCEPTUAL PLAN


side of the roads. Taking the advantage of road camber, the rainfall run off from roads shallflow towards the drains. Storm water from various plots/shall be connected to adjacent drainby a pipe through catch basins. Therefore, it has been calculated to provide 06 rainwaterharvesting 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 pipedrains is planned adjacent to roads. All building roof water will be brought down through rainwater pipes.

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

3) Peak Hourly rainfall of 48mm/hr shall be considered for designing the storm water drainagesystem. Rain water harvesting has been catered to and designed as per the guideline of CGWA.The ground water level in the area is 50 meters bgl. At the bottom of the recharge well, a filtermedia is provided to avoid choking of the recharge bore. Design specifications of the rainwater 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 containtoxic substances and may peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device would beinstalled. Most of the debris carried by the water from the rooftop like leaves, plastic bags andpaper pieces will get arrested by the mesh at the terrace outlet and to prevent contaminationby 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.Table-5: Rainwater Harvesting Calculation

S.No. Particulars Catchment Area

in m2 (A)

RunoffCoefficient

(C)

Rainfall Intensityin mm (I)

Discharge(m3/hr)

1. Rooftop area 7,296.23 0.9 45.0 279.12. Green area 3,661.37 0.2 45.0 33.03. Paved area 13,323.50 0.7 45.0 389.7

Total Runoff 701.7

Taking 15 minutes retention time, total volume of storm water = 701.7 × 0.25 = 175.44 m3

Taking the effective diameter and depth of a Recharge pit 3.2 m and 3.5 m respectively,Volume of a single Recharge pit (πr2h) = 3.14 × 1.6 × 1.6 × 3.5 = 28.13 m3

Hence No. of pits required = 175.44 /28.13 = 6.24 Say 6 Pits


CONCEPTUAL PLAN












in m2 (A)

RunoffCoefficient

(C)


Discharge(m3/hr)


Total Runoff 701.7





CONCEPTUAL PLAN












in m2 (A)

RunoffCoefficient

(C)


Discharge(m3/hr)


Total Runoff 701.7





CONCEPTUAL PLAN


Total 6 no. of Rain Water Harvesting pits are being proposed for artificial rain water rechargewithin the project premises.

Figure-4: Typical Rain Water Harvesting Pit Design

VEHICLE PARKING FACILITIESAdequate provision will be made for vehicle parking at the proposed project site. There shallalso be adequate parking provisions for visitors so as not to disturb the traffic and allowsmooth movement at the site.

Parking calculation

Total no. Of DU's 980

Required parking space provision @ 0.5 ECS for each DU 496

Proposed ECS for group housing 521Required two wheeler parking for Residents 980

Proposed two wheeler parking for Residents @ 3 (Two wheler parking)per ECS with 20% additional parking for visitors

1176 Two wheelerparking spaces

Balance available parking space beyond the allocation of two wheelerparking

129 car parking spaces

Hence, adequate space for 1176 two wheelers and 129 additional car parking space will be

NO. OF PITS: 6


CONCEPTUAL PLAN





Parking calculation









NO. OF PITS: 6


CONCEPTUAL PLAN





Parking calculation









NO. OF PITS: 6


CONCEPTUAL PLAN


provided within the project premises.

POWER REQUIREMENT

The power supply shall be supplied by Haryana Vidyut Nigam Limited. The connected load forthe group housing colony will be approx. 2690 KW (3228 KVA).

Details of D.G Sets: There is provision of 02 no. of DG sets having total capacity of 760 KVA(02×380 KVA). The DG sets will be equipped with acoustic enclosure to minimize noisegeneration and adequate stack height for proper dispersion.

SOLID WASTE GENERATION

Solid waste would be generated both during the construction as well as during the operationphase. The solid waste expected to be generated during the construction phase will compriseof excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The followingsteps are proposed to be followed for the management of 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.


CONCEPTUAL PLAN



POWER REQUIREMENT










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POWER REQUIREMENT










CONCEPTUAL PLAN


Figure-5: Solid Waste Management Scheme during Construction Phase

S No Category of Solid Waste

Waste GenerationRate Total

Population

WasteGenerated

(kg/cap/day) (kg/day)1.

Residential Refuse 0.45 4900 22052.

Visitors Refuse 0.12 490 58.83.

Retail area refuse 0.15 407 61.104.

Street sweeping 0.05 5912 295.585.

Community Hall 0.15 68 10.166.

Creche 0.15 50 7.5

Total 2638.146Table-6: Calculation of Solid Waste Generation

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

Constructionwaste,

Broken Bricks,Waste Plaster

Empty cementBags, Containers

etc.

Excavated Soil


CONCEPTUAL PLAN





Population

WasteGenerated







Creche 0.15 50 7.5





used in re-filling



Solid Waste


Constructionwaste,



etc.

Excavated Soil


CONCEPTUAL PLAN





Population

WasteGenerated







Creche 0.15 50 7.5





used in re-filling



Solid Waste


Constructionwaste,



etc.

Excavated Soil


CONCEPTUAL PLAN


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

Figure-6: Solid Waste Management Scheme during Operation Phase

During the operation phase, waste will generate from residential apartments and commercialactivities. The solid waste generated from the project shall be mainly domestic waste andestimated 2638 kg/day approximately.

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.

Biodegradable Waste(1847 kg/day)

Non-Biodegradable Waste(791 kg/day)

Green Bins

Vermicomposting

Manure

Blue Bins Dark Gray Bins

Final disposal through aGovt. approved agency to

recycling industry

Final disposal through aGovt. approved agency

Solid Waste(2638 kg/day)

Recyclable Waste(534 kg/day)

Non-Recyclable Waste(237 kg/day)


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Green Bins

Vermicomposting

Manure



recycling industry






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Green Bins

Vermicomposting

Manure



recycling industry






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2 Treatment of wasteBio-Degradable wastes

1. Bio-degradable waste will be managed as per Solid Waste Management Rules..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 recyclers.3. Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back

arrangement will be made for batteries.

3 DisposalThe Municipal Solid Waste Management will be conducted as per the guidelines of MunicipalSolid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. The inertnon-recyclable wastes will be disposed through government approved agency for land filling. Asolid waste management scheme is depicted in the following figure for the group housingcolony project.

GREEN AREA

Total green area measures 3661.37 m2 i.e. 15.08 % of the net plot area which will be areaunder tree plantation within the premises and along the roads. Evergreen tall and ornamentaltrees and ornamental shrubs have been proposed to be planted inside the premises. Parks willalso be developed by the management.

Table-7: Green Area Calculation

S. No. Description Area (m2)

1. Total Green area required @ 15% of the net plot area(24281.1 ) 3642.165

2. Total Green area proposed @ 15.08 % 3661.37

a. Peripheral Plantation Area @ 06` % 1456.866

b. Avenue Plantation Area @ 06 % 1456.866

c. Shrubs Plantation Area @ 3.08 % 747.64


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GREEN AREA










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GREEN AREA










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Plantation and landscapingSelection of the plant species would be done on the basis of their adaptability to the existinggeographical conditions and the vegetation composition of the forest type of the region earlierfound or currently observed.

Green Belt Development PlanThe plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 msize with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required forthe proper nutritional balance and nourishment of the sapling. It is also recommended thatthe plantation has to be taken up randomly and the landscaping aspects could be taken intoconsideration.

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

S. No. NAME OF SPECIES (SHRUBS)

Botanical Name Common Name

1. Artocarppus heterophyllus Kathal

2. Balanites roxburghii Desert - Date

3. Bambusa arundinacia Thorny Bamboo

4. Bambusa vulgaris Golden Bamboo

5. Alstonia scholans Apocynaceae

6. Acacia catechu Khair

7. Bauhinia acuninata Kanchan


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8. Callistemon citrinus Bottle brush

9. Citrus aurantium Nebu

10. Duranta repens Duranta

S. No. NAME OF SPECIES (TREES)


1. Bauhinia Semla Semla

2. Albizia chinensis Siran

3. Albizia lebbeck The Siris tree

4. Cassia pumila Yellow Cassia

5. Anthocephalus chinensis Kadamba

6. Azadirachta indica Neem Tree

7. Delbergia latifolio Black wood

8. Delonix regia Gulmohar

9. Ficus benghalensis Banyan Tree

10. Ficus elastiaca Indian Rubber Tree

11. Ficus religosa Peepal Tree

12. Grevillea robusta Silky Oak

13. Jacaranda mimosaeolia Nil - Gulmohar


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14. Mangifera indica Mango Tree

S. No. NAME OF MOSQUITO REPELLENT PLANTS & HERBS


1. Cymbopogon sp. Lemongrass

2. Ocimum basicilicum Basil

3. Lavandula sp. Lavender

4. (mentha X pepperminta) Peppermint

5. Thymus sp. Thyme

6. Allium cepa Onion

7. Calendula sp. Marigold

DETAIL OF CONSTRUCTION MATERIALS

List of building materials will use 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 tiles


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5. Thymus sp. Thyme






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5. Thymus sp. Thyme






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15. 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 WITH THEIR U & R VALUES

S.No

Building Material Proposed with U & RValues

‘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 sidethick sand cement plaster (12-18mm)with insulation

3.52 0.28 0.30

2.ROOF200 mm RCC slab with mud phuska &clay tiles with 75 mm insulation

1.22 0.81 0.45

Source: Energy Conservation Building Code; 2007

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) Labor Lifts(xi) Pile Boring Machines(xii) Concrete pressure pumps(xiii) Mobile transit mixer


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S.No




Sq m. Deg C)


1.


3.52 0.28 0.30


1.22 0.81 0.45





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S.No




Sq m. Deg C)


1.


3.52 0.28 0.30


1.22 0.81 0.45





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ENERGY CONSERVATIONEnergy conservation program will be implemented through measures taken both on energydemand and supply.

Energy conservation will be one of the main focuses during the complex planning andoperation stages. The conservation 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. 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 Managementsystem (EMS) would be established at the site. The EMS would include the following:

An Environmental management cell Environmental Monitoring. Personnel Training. Regular Environmental audits and Correction measures.

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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place.


comfort levels.







renewable energy



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place.


comfort levels.







renewable energy



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Documentation – standards operation procedures Environmental Management Plan and otherrecords.

ENVIRONMENTAL MANAGEMENT CELL

Apart from having an Environmental Management Plan, it is also to have a permanentorganizational set up charged with the task of ensuring its effective implementation ofmitigation 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 tothe site manager/coordinator of the group housing colony. The hierarchical structure ofsuggested Environmental Management Cell is given in following Figure-7.

Figure-7: Environment Management Cell Structure

ENVIRONMENTAL MONITORING

The purpose of environmental monitoring is to evaluate the effectiveness of implementationof Environmental Management Plan (EMP) by periodic monitoring. The important

environmental parameters within the impact area are selected so that any

CorporateEnvironmenta

l DivisionSite

Manager

Rep fromCorporatePlanning

group

SiteEnvironmental

Coordinator

Waste waterTreatment Plant

Operator

GreenbeltDevelopment

Incharge


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l DivisionSite

Manager


group

SiteEnvironmental

Coordinator


Operator


Incharge


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l DivisionSite

Manager


group

SiteEnvironmental

Coordinator


Operator


Incharge


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Prepared By: Vardan Environet, Gurgaon63

adverse affects are detected and time action can be taken. The project proponent will monitorambient air Quality, Ground Water Quality and Quantity, and Soil Quality in accordance withan approved monitoring schedule.

Table- 8: Suggested Monitoring Program for proposed Group Housing Colony project

Monitoring Frequency ofMonitoring

Air & Stack:• Ambient Air Quality at appropriate location for PM10, PM2.5, SO2,

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

• Six monthly

• Six monthly

Water & Wastewater:• Water Quality Monitoring for relevant parameters of IS – 10500• 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 opacityetc.

• Six Monthly

Awareness and Training: Training and human resource development is an important link toachieve sustainable operation of the facility and environment management. For successfulfunctioning of the project, relevant EMP would be communicated to:Residents and Contractors: Residents must be made aware of the importance of wastesegregation and disposal, water and energy conservation. The awareness can be provided byperiodic Integrated Society meetings.They would be informed of their duties.Environmental Audits and Corrective Action Plans: To assess whether the implemented EMPis adequate, periodic environmental audits will be conducted by the project proponent’sEnvironmental division. These audits will be followed by Correction Action Plan (CAP) tocorrect various issues identified during the audits.


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• Six monthly

• Six monthly



& Phosphate.



then annually




• Six Monthly



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• Six monthly

• Six monthly



& Phosphate.



then annually




• Six Monthly



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ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan (EMP) would consist of all mitigation measures for eachcomponent of the environment due to the activities increased during the construction andoperational phase of the project and these are discussed in later subsections.

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

and A plan that ensures remedial measures is implemented immediately.

The key benefits of the EMP are that it offers means of managing its environmentalperformance thereby allowing it to contribute to improved environmental quality. The otherbenefit includes cost control and improved relations with the stakeholders.

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

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

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

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

Measurement & Evaluation: This includes monitoring, counteractive actions and recordkeeping.It is suggested that as part of the EMP, a monitoring committee would be formed by M/sSarvpriya Securities Pvt Ltd. comprising of the site in-charge/coordinator, environmentalgroup representative and project implementation team representative. The committee’s rolewould be to ensure proper operation and management of the EMP including the regulatorycompliance.The components of the environmental management plan, potential impacts arising, out of theproject and remediation measures are summarized below in Table-9.


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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, thefollowing measures are recommended 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 onconstruction site. Water can be applied using water trucks, handled sprayers and automaticsprinkler systems. Furthermore, incoming loads could be covered to avoid loss of material intransport, especially if material is transported off-site.

Procedural Changes to Construction ActivitiesIdle time reduction: Construction equipment is commonly left idle while the operators are onbreak or waiting for the completion of another task. Emission from idle equipment tends to behigh, since catalytic converters cools down, thus reducing the efficiency of hydrocarbon andcarbon monoxide oxidation. Existing idle control technologies comprises of power saving mode,which automatically off the engine at preset time and reduces emissions, without interventionfrom the operators.Improved Maintenance: Significant emission reductions can be achieved through regularequipment maintenance. Contractors will be asked to provide maintenance records for theirfleet as part of the contract bid, and at regular intervals throughout the life of the contract.Incentive provisions will be established to encourage contractors to comply with regularmaintenance requirements.Reduction of On-Site Construction Time: Rapid on-site construction would reduce the durationof traffic interference and therefore, will reduce emissions from traffic delay.

EMP FOR AIR ENVIRONMENT DURING OPERATION PHASE:To mitigate the impacts of pollutants from DG set and vehicular traffic during the operationalphase 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 theoperation of DG set to dilute the pollutants concentration within the immediate vicinity. Hence,no additional emission control measures have been suggested.Vehicle Emission Controls and AlternativesDuring construction, vehicles will be properly maintained to reduce emission. As it is ResidentialColony project, vehicles will be generally having “PUC” certificate.


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Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided atthe site to encourage non-polluting methods of transportation.

Greenbelt DevelopmentIncreased vegetation in the form of greenbelt is one of the preferred methods to mitigate airand noise pollution. Plants serve as a sink for pollutants, act as a barrier to break the windspeed as well as allow the dust and other particulates to settle on the leaves. It also helps toreduce the noise level at large extent. Table given in green area indicates various species of thegreenbelt 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 onthe site, the following measures are recommended for implementation.Time of Operation: Noisy construction equipment would not be allowed to use.Job Rotation and Hearing Protection: Workers employed in high noise areas will be employedon shift basis. Hearing protection such as earplugs/muffs will be provided to those working veryclose to the noise generating machinery.

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

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 alongwith the diesel generators set. Further, enclosure of the services area with 4 m high wall willreduce noise levels and ensure that noise is at a permissible limit for resident of the site andsurrounding receptors.

EMP FOR ECOLOGICAL ENVIRONMENT DURING CONSTRUCTION PHASE:Construction activity changes the natural environment. But residential colony also creates abuilt environment for its inhabitants. The project requires the implementation of followingchoices exclusively or in combination.

Restriction of construction activities to defined project areas, which are ecologically sensitive Restrictions on location of temporary labor tents and offices for project staff near the project

area to avoid human induced secondary additional impacts on the flora and fauna species Cutting, uprooting, coppicing of trees or small trees if present in and around the project site for

cooking, burning or heating purposes by the labors will be prohibited and suitable alternativesfor this purpose will be made

Along with the construction work, the peripheral green belt would be developed with

BLUE BINS

BLUE BINS


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BLUE BINS


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suggested native plant species, as they will grow to a full-fledged covered at the time ofcompletion.

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:


Green Belt Development PlanThe plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m sizewith a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for theproper nutritional balance and nourishment of the sapling. It is also recommended that theplantation has to be taken up randomly and the landscaping aspects could be taken intoconsideration.


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 beselected 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 belt7. 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 species


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13. Sustainable green cover with minimal maintenance.

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

the quality of existing ecology at the project site but also will improve the aesthetic value. Avenue Plantation1. 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 bestpractices, which are sensitive to the socio-cultural setting of the region. The Social ManagementPlan of residential colony project focuses on the following components:

Income Generation Opportunity during Construction and Operation PhaseThe project would provide employment opportunity during construction and operation phase.There would also be a wide economic impact in terms of generating opportunities forsecondary occupation within and around the complex. The main principles considered foremployment and income generation opportunities are out lined below:

Employment strategy will provide for preferential employment of local people Conditions of employment would address issues like minimum wages and medical care for the

workers. Contractors would be required to abide to employment priority towards locals andabide by the 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 atthe facility during construction and operation phase. With the ambience and facilities provided,the complex will provide a new experience in living and recreations. Following measures wouldbe taken to improve the working environment of the area:

Less use of chemicals and biological agents with hazard potential Developing a proper interface between the work and the human resource through a system of

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


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S.No.

Environmentalcomponents

PotentialImpacts

Potential Source ofImpact

Controls Through EMP& Design

Impact Evaluation Remedial Measures

1. GroundWaterQuality

Ground WaterContamination

Construction Phase Waste water

generated fromtemporary labortents.

No surfaceaccumulation will beallowed.

No significantimpact as majorityof labors would belocally deployed

Operation Phase Discharge from the

project

Proponent will providethe STP to treat thedischarge of Grouphousing colony.

No negative impacton ground waterquality envisaged.Not significant.

2. GroundWaterQuantity

Ground WaterDepletion

Construction Phase Use of ground water

for constructionactivity.

Controlled use ofwater duringconstruction

No significantimpact on groundwater quantityenvisaged.


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S.No.


PotentialImpacts











project










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S.No.


PotentialImpacts











project










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Operation Phase The source of water

during operationphase is HUDASupply.

Rain water harvestingscheme.

Storm watercollection for waterharvesting. Percolation well tobe introduced inlandscape plan.

Awareness Campaignto reduce the waterconsumption

No significantimpact onsurface/groundwater quantityenvisaged.

In an unlikely eventof non-availability ofwater supply, waterwill be brought usingtankers.

3. SurfaceWaterQuality

Surface watercontamination

Construction Phase Surface runoff from

site duringconstruction activity.

Silt traps and othermeasures such asadditional on sitediversion ditches will beconstructed to controlsurface run-off duringsite development

No off-site impactenvisaged as nosurface waterreceiving body ispresent in the corezone.


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Operation Phase Discharge of

domesticwastewater to STP.

Domestic water willbe treated in STP

No off-site impactenvisaged

Excess of water willbe used for irrigationpurposes outside theproject site afterproper treatment.CPCB standards forusage of treatedwaste water forirrigation purposeswill be followed.

4. Air Quality Dust Emissions Construction Phase All heavy

constructionactivities

Suitable controlmeasures will beadopted for mitigatingthe PM2.5 & PM10 level inthe air as per airpollution control plan.

Not significantbecause dustgeneration will betemporary and willsettle fast due todust suppressiontechniques.

During constructionphase the contractorsare advised tofacilitate masks forthe labors. Watersprinklers will beused for suppressionof dust duringconstruction phase.

Emissions ofPM2.5 & PM10,SO2, NOx andCO

Construction Phase Operation of

constructionequipment andvehicles during sitedevelopment.

Running D.G. set(back up)

Rapid on-siteconstruction andimproved maintenanceof equipment

Not significant. Regular monitoring ofemissions and controlmeasures will betaken to reduce theemission levels.


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Operation Phase Power generation by

DG Set during powerfailure

Emission fromvehicular traffic inuse

Use of low sulphurdiesel if availableProviding footpath and

pedestrian ways withinthe site for theresidentsGreen belt will be

developed with specificspecies to help toreduce PM2.5 & PM10levelUse of equipment

fitted with silencersProper maintenance

of equipment

Not significant.DG set would beused as powerback-up (approx 6hours)

No significantincrease in ambientair quality level isexpected from theproject’s activities.There are nosensitive receptorslocated within thevicinity of site.

Use ofPersonalProtectiveEquipment(PPE) likeearmuffs andearplugsduringconstructionactivities.

Stack heightof DG setabove thetallestbuilding asper CPCBstandards

5. NoiseEnvironment


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of equipment





5. NoiseEnvironment


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of equipment





5. NoiseEnvironment


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Operation Phase

Noise fromvehicularmovement

Noise from DG setoperation

Green BeltDevelopmentDevelopment ofsilence zones to checkthe traffic movementProvision of noise

shields near theheavy constructionoperations andacoustic enclosuresfor DG set.

Construction activitywill be limited to daytime hours only DG set roomswill be equipped withacoustic enclosures

No significantimpact due tosuitable width ofGreenbelt.

6. LandEnvironment

Soilcontamination

Construction Phase

Disposal ofconstruction debris

Construction debriswill be collected andsuitably used on site asper the solid wastemanagement plan forconstruction phase

No significantimpact.Impact will belocal, as wastegenerated will bereused for fillingof low lying areasetc.


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Operation Phase







6. LandEnvironment

Soilcontamination

Construction Phase





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Operation Phase







6. LandEnvironment

Soilcontamination

Construction Phase





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Operation Phase

Generation ofmunicipal solidwaste

Used oil generatedfrom D.G. set

It is that the solidwaste generated willbe managed as perMSW Rules, 2000 andamended Rules, 2008. Collection,segregation,transportation anddisposal will be done asper MSW ManagementRules, 2000 by theauthorized agency Used oilgenerated will be soldto authorized recyclers

Since solid wasteis handled by theauthorizedagency, wastedumping is notgoing to beallowed. Notsignificant.

Negligible impact.

7. BiologicalEnvironment (FloraandFauna)

Displacementof Flora andFauna on site

Construction Phase Site Development

during construction

Importantspecies of trees, if any,will be identified andmarked and will bemerged with landscapeplan

The site hasshrubs asvegetation

Operation Phase Increase in green

covered areaSuitable green belts

will be developed asper landscaping planin and around the siteusing local flora

Beneficial impact.


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Operation Phase





Negligible impact.




during construction






Beneficial impact.


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Operation Phase





Negligible impact.




during construction






Beneficial impact.


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8. Socio-EconomicEnvironment

Populationdisplacementand loss ofincome

Construction Phase Construction

activities leading torelocation

Affordable Grouphousing colony zone asper the Affordablegroup housing policyby Govt of Haryana.

No negativeimpact.

Operation Phase Site operation

Project willprovide employmentopportunities to thelocal people in terms oflabor duringconstruction andservice personnel(guards, securities,gardeners etc) duringoperations

Providingquality-Integratedinfrastructure.

Beneficial impact

9. TrafficPattern

Increase ofvehiculartraffic

Construction Phase

Heavy Vehicularmovement duringconstruction

Heavy Vehicularmovement will berestricted to daytimeonly and adequateparking facility will beprovided

No negativeimpact


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No negativeimpact.




Beneficial impact

9. TrafficPattern


Construction Phase



No negativeimpact


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No negativeimpact.




Beneficial impact

9. TrafficPattern


Construction Phase



No negativeimpact


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Operation Phase

Traffic due toresidents once theproject isoperational

Vehicularmovement will beregulated inside theproject with adequateroads and parking lotsin the colony.

No majorsignificant impactas green belt willbe developedwhich will help inminimizing theimpact onenvironment.


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Operation Phase





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Operation Phase




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

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