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Prepared ByGRASS ROOTS RESEARCH & CREATION INDIA (P) LTD.

(An ISO 9001:2008 Certified Co.: Accredited by QCI / NABET: Approved by MoEF, GoI)F-374-375, Sector-63, Noida, U.P.

Ph.: 0120- 4044630, Telefax: 0120- 2406519Email: [email protected], [email protected]

Website: http://www.grc-india.comGRC INDIA TRAINING & ANALYTICAL LABORATORY

(Recognized by NABL &MoEF, GoI)A unit of GRC India

mailto:[email protected]:[email protected]://www.grc-india.com

Punjab National Bank Institutional BuildingAt Plot No.84, Sector-18, FORM 1Gurgaon (Haryana)

PUNJAB NATIONAL BANK 1

FORM- I

(I) Basic Information

S. No. Item Details

1. Name of the project/s Punjab National Bank Institutional Building

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

3. Proposedcapacity/area/length/tonnage to behandled/command area/leasearea/number of wells to be drilled

Total Plot Area = 14,947.83 m2 (3.69 acres)Built Up Area = 27,312.34 m2

4. New/Expansion/Modernization New

5. Existing Capacity/Area etc. Nil

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

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

No

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

No

9. LocationPlot/Survey/Khasra No.TehsilDistrictState

Plot No 84, Sector-18,GurgaonGurgaonHaryana.

10. Nearest railway station/airport alongwith distance in kms.

Nearest Railway Station: Gurgaon railwaystation (Approx. 5.76 km) towards West.Nearest Airport: Indira Gandhi InternationalAirport (9.89 km) towards NE direction.(Source of information:- Google EarthImage)

11. Nearest Town, city, DistrictHeadquarters along with distance inkms.

The project lies within the Gurgaon city only.District Headquarters: Gurgaon

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

Municipal Corporation, GurgaonOpposite Civil Hospital (General),Sadar Bazar, Gurgaon, Haryana - 122 001Phone: 18001801817Email: [email protected]



13. Name of applicant Punjab National Bank

14. Registered Address HO-7, Bhikaji Cama Place,New Delhi-110607

15. Address for correspondence :NameDesignation (Owner/Partner/CEO)Address

Pin CodeTelephone No.E-mail

Rakesh LuthraDy. General ManagerHO-7, Bhikaji Cama Place,New Delhi110607-E-mail Address: [email protected]

16. Details of Alternative Sitesexamined, if any. Location of thesesites should be shown on atoposheet.

No

17. Interlinked Projects No

18. Whether separate application ofinterlinked project has beensubmitted?

No

19. If yes, date of submission Not Applicable

20. If no, reason Not Applicable

21. Whether the proposal involvesapproval/ clearance under: if yes,details of the same and their statusto be given.(a)The forest (Conservation) act,1980?

(b) The wildlife (Protection) act,1972?(C) The C.R.Z Notification, 1991?

The Project involves approval/ clearanceunder:

The forest (Conservation) act, 1980.Status:Punjab National Bank will apply for clearanceunder Forest Conservation Act 1980 andSection 4 & 5 PLPA, 1900. From the office ofDistrict Forest Officer, Gurgaon.No

No22. Whether there is any Government

Order/Policy relevant/relating to thesite?

1. NBC Guidelines 20052. Haryana Bye laws 2011

23. Forest land involved (hectares) No

mailto:[email protected]:[email protected]



24. Whether there is any litigationpending against the project and /orland in which the project is proposeto be set up?(a) Name of the Court(b) Case No.(c) Orders/directions of the Court, ifany and its relevance with theproposed project.

No

(II) Activity

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

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

1.1 Permanent or temporary change in landuse, land cover or topography includingincrease in intensity of land use (withrespect to local land use plan)

No Institutional Land has been allotted toNew Bank of India (now known asPunjab National Bank) vide Memo No. P382 dated 12-05-1986.

1.2 Clearance of existing land, vegetationand buildings?

No The construction of project does notrequire any clearance of existing Land,Vegetation & Building.

1.3 Creation of new land uses? No Institutional Land has been allotted toNew Bank of India (now known asPunjab National Bank) vide Memo No. P382 dated 12-05-1986.

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

Yes Soil testing has been done during detailedengineering study

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

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



1.7 Temporary sites used for constructionworks or housing of constructionworkers?

Yes All the construction activity includingstocking of raw materials will be confinedwithin the project site only. Temporarylabor hutments are proposed. Local laborsfrom nearby area will be hired. Sanitationfacilities will be developed at site.

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

Yes Approx. 30,016.14 m3 of soil will beexcavated for foundation and for thebasement of buildings. So, the totalexcavated quantity of earth material willbe used in backfilling and other areadevelopment activities.

1.9 Underground works including mining ortunneling?

Yes No underground works including mining/tunneling is required except excavation ofearth.

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

processes?No No production/manufacturing process

involved as the project is an institutionalproject.

1.14 Facilities for storage of goods ormaterials?

Yes Raw material will be stored at site in acovered area. Cement will be separatelystored under cover in bales. Sand will bestacked neatly under tarpaulin cover.Bricks and steel will be laid in open.



1.15 Facilities for treatment or disposal ofsolid waste or liquid effluents?

Yes Solid Waste:The solid waste generated from theproject will be in the form of:

Construction Waste:Left over cement and mortars, cementconcrete blocks, aggregate, sand andother inorganic material will be recycledand reused as granular sub base (GSB)layer of pavement. Earth renderedsurplus from the excavation will beutilized in the embankment works.

Operational Phase:The solid waste generated from projectwill be mainly domestic in nature and thequantity of the waste will be 216 kg/day.Solid wastes generated will be segregatedinto biodegradable (waste vegetables andfoods etc.) and non-biodegradable(papers, cartons, thermocol, plastics,glass etc.) components and collected inseparate bins. The biodegradable organicwastes will be treated inside thepremises. Recyclable and non-recyclablewastes will be disposed through Govt.approved agency.

Liquid effluents:During construction phase, sewage willbe treated and disposed through septictanks with soak pits. The sullage inoperation phase will be treated up totertiary level in a STP of 50 KLDcapacities and the treated sewage will bereused for toilet flushing, cooling andhorticulture which leads to Zero ExitDischarge. Dewatered/dried sludgegenerated from the STP plant will beused as manure for green beltdevelopment.



1.16 Facilities for long term housing ofoperational workers?

No Local labourers will be hired from nearbyareas during construction phase. So, therewill be no need to create permanentfacilities for long-term housing ofoperational workers.

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

No The site is well connected to NH-8through Internal roads; roads and pathsare developed for vehicular movementsfor transportation of construction materialduring construction phase whereasinternal tracks and paths are developedfor traffic circulation (to avoid anycongestion) during operational phase.

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

No The project site is well connected totransport facilities. The nearest highwayis NH-8, which is approx. 0.47 km fromthe project site towards SE direction. Thenearest railway station being Gurgaonrailway station, which is approx. 5.76 kmaway from the project site towards Westdirection. The nearest airport is IndiraGandhi International Airport (IGI),which is 9.89 km away from the projectsite towards NNE direction. So, none ofnew road, rail, air waterborne or othertransport infrastructure including new oraltered routes and stations, ports, airportsetc is required.

1.19 Closure or diversion of existingtransport routes or infrastructure leadingto changes in traffic movements?

No Since the site is adjacent to NH-8. Sothere is no need for diversion or closureof existing traffic routes.

1.20 New or diverted transmission lines orpipelines?

No There will not be any new/divertedtransmission lines or pipelines around theproject.

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

No No impoundment, damming, culverting,realignment or other changes to thehydrology of surface watercourses isproposed.



1.22 Stream crossings? No There are no streams running across thesite.

1.23 Abstraction or transfers of water formground or surface waters?

Yes During construction phase, waterrequirement will be met through Privatewater tanker supply and whereas duringoperation phase Approx. 57 KLD of freshwater will be required, which will besupplied through HUDA. So, Abstractionor transfers of water from surfacewaters/ground water will be done.

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

Yes Runoff will increase due to increasedpaved surface. However, increased runoffwill be managed by well-designedrainwater harvesting system and stormwater management plan.

1.25 Transport of personnel or materials forconstruction, operation ordecommissioning?

Yes During the construction phase, about 10-12 trucks are estimated per week.Adequate parking space within theproject site for loading and unloading ofmaterials will be provided. Adequateparking space (316 ECS) will be providedfor operational phase for staff parking.

1.26 Long-term dismantling ordecommissioning or restoration works?

No No Long term dismantling ordecommissioning or restoration workswill be involved.

1.27 Ongoing activity duringdecommissioning which could have animpact on the environment?

No None



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

No Local laborers from nearby area will beemployed during the construction phase.In the operation phase, most of theexpected occupants will be from thesurrounding areas. Hence, the project willlead to a redistribution of occupantswithin the city. Thus, no significant influxof people is envisaged.

1.29 Introduction of alien species? No The landscaping will be carried out withmainly local species with a fewornamental varieties of flora that are wellsuited to the local conditions like Acaciaauriculiformis, Alestonia scholaris,Anthocephalus chinensis, Araucariacookie, Bauhinia blakeana, Cassiafistula, Cassia siames, Chorosia speciosaetc.

1.30 Loss of native species or geneticdiversity?

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

1.31 Any other actions? No Not Applicable.

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

S.No. Information/checklist confirmation Yes/No

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

2.1 Land especially undeveloped oragricultural land (ha)

No Institutional Land has been allotted toNew Bank of India (now known asPunjab National Bank) vide Memo No. P382 dated 12-05-1986.



2.2 Water (expected source & competingusers) unit: KLD

Yes During construction phase, approx 137ML amount of water will be requiredwhich will be provided by treated waterfrom STP . During operation phase, waterwill be provided through HUDA supply.About 57 KLD of fresh water will berequired during operation phase of theproject.

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

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

Yes All materials for construction will bearranged through select suppliers.

2.5 Forests and timber (source – MT) Yes All material forests and timber will beprovided by selected suppliers. Howeversteel frames etc shall be used to minimizethe use of timber.

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

Yes The total demand load is estimated atapprox. 3578.38 kVA. Power will besupplied by Dakshin Haryana Bijli VitranNigam (DHBVN). Power back up in theProject will be through 5 number of DGsets of total capacity 6430 kVA (2×1650+ 2 ×1250 KVA + 1 x 630 kVA).

2.7 Any other natural resources (useappropriate standard units)

No Not Applicable

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

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



3.1 Use of substances or materials, which arehazardous (as per MSIHC rules) tohuman health or the environment (flora,fauna, and water supplies)

Yes Diesel for DG sets will be stored inunderground tanks earmarked locations.It shall also be handled as per TheManufacture, Storage and Import ofHazardous Chemical Rules, 1989 andMaterial Safety Data Sheet.

3.2 Changes in occurrence of disease oraffect disease vectors (e.g. insect orwater borne diseases)

No Suitable drainage and waste managementmeasures (with frequent spray ofinsecticides etc.) will be adopted in boththe construction and operational phasesuch that there will be no stagnation ofwater or accumulation of waste. This willeffectively restrict the reproduction andgrowth of disease vectors.

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

Yes Socio-economic standard of people willimprove due to increased employmentopportunities provided by this project.This will lead to better quality of life andwill also set a standard for futuredevelopments in the area.

3.4 Vulnerable groups of people who couldbe affected by the project e.g. hospitalpatients, children, the elderly etc.

No Impacts of this type are not expected.

3.5 Any other causes No Not Applicable

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


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



4.2 Municipal waste (domestic and orcommercial wastes)

Yes The total municipal (domestic) solidwaste to be generated is approx. 216kg/day.Biodegradablewaste

130 kg/day (Wastevegetables and foodsetc.)

Recyclablewaste

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

Inert waste 21 kg/dayTotal 216 kg/day

4.3 Hazardous wastes (as per HazardousWaste Management Rules)

Yes The hazardous wastes along with otherwastes in the project will be used oilfrom DG sets, which is classified as perThe Hazardous Waste Category 5.1 asper The Hazardous Wastes(Management, Handling andTransboundary movement) Rules, 2008.

Used oil from DG sets will be stored inHDPE drums in isolated covered facility.This used oil will be sold to authorizedrecyclers. Suitable care will be taken sothat spills/leaks of used oil from storageare avoided.

4.4 Other industrial process wastes No Not applicable4.5 Surplus product No Not applicable4.6 Sewage sludge or other sludge from

effluent treatmentYes 4 kg/day of Sludge generated from the

STP plant will be dried and later will beused as manure for green beltdevelopment.



4.7 Construction or demolition wastes Yes The construction waste will consist ofexcess earth and construction debrisalong with cement bags, steel in bits andpieces, insulating and packagingmaterials etc.Recyclable waste construction materialswill be sold to recyclers. Unusable andexcess construction debris will bedisposed at designated places in tune withthe local norms.

4.8 Redundant machinery or equipment No Redundant machinery will not begenerated.

4.9 Contaminated soils or other materials No Contaminated soils or other materials willnot be generated.

4.10 Agricultural wastes Yes Landscape wastes of 0.272 kg/day will begenerated.

4.11 Other solid wastes No Not Applicable

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


5.1 Emissions from combustion of fossilfuels from stationary or mobile sources

Yes The project does not envisage any majorair pollution sources except operation ofDG sets during power failure andvehicular traffic.

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



5.3 Emissions from materials handlingincluding storage or transport

Yes Small quantities of fugitive emissions areenvisaged during transport and handlingof construction materials. Such emissionswill be temporary and controlled by theuse of sprinkling and other viabletechniques like covering of loosematerial.

5.4 Emissions from construction activitiesincluding plant and equipment

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

5.5 Dust or odours from handling ofmaterials including constructionmaterials, sewage and waste

Yes Dust is anticipated during loading andunloading of construction material andexcavation of upper earth surface. Thesewill however be temporary in nature,which will be controlled by providingwater sprinklers. Tarpaulin cover will beprovided on stored loose materials toreduce the dust emission.

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

5.7 Emissions from burning of waste in openair (e.g. slash materials, constructiondebris)

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

5.8 Emissions from any other sources No Not Applicable

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

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



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

Yes Source of noise in the operational phasewill be from backup DG sets (which willbe in operation only during power failure)and pumps & motors. All the machinerywill be of highest standard of reputedmake and will comply with standard i.e.the DG sets will be provided with acousticenclosure to control vibration and noiselevel as per the ECBC norms and E (P)Act, GSR 371 (E) and its amendments.Therefore, no significant impact due tooperation of machinery is anticipated.

6.2 From industrial or similar processes No No industrial processes will be carried outin the project.

6.3 From construction or demolition Yes Due to various construction activities,there will be short-term noise impacts inthe immediate vicinity of the project site.The construction activities will include thefollowing noise generating activities: Concreting, mixing & operation of

DG sets. Construction plant and heavy vehicle

movement.

6.4 From blasting or piling No No blasting or mechanized piling will bedone.

6.5 From construction or operationaltraffic

Yes Some noise will be generated fromvehicular movement in the constructionand operational phase but that will bemitigated with green belt.

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

6.7 From any other sources No Not Applicable

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




7.1 From handling, storage, use or spillage ofhazardous materials

No The used oil from DG sets will becarefully stored in HDPE drums atisolated storage, and periodically sold toauthorized recyclers. All precautionswill be taken to avoid spillage fromstorage as per The Hazardous Wastes(Management, Handling and Transboundary movement) Rules, 2008.

7.2 From discharge of sewage or othereffluents to water or the land (expectedmode and place of Discharge)

No There will be no discharge of untreatedsewage on land or into water bodies.Adequate treatment of sewage will becarried out in a STP of capacity 50 KLD,proposed within the project premises.Treated sewage will be re-used forflushing, DG cooling and horticulturewhich leads to Zero Exit Discharge.

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

No The DG Sets will be provided withstacks of adequate height. Hencedispersion will be achieved and avoiddeposition of pollutants in significantconcentrations at any single location.

7.4 From any other sources No Not Applicable

7.5 Is there a risk of long term build up ofpollutants in the environment from thesesources?

No Not Applicable

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 To deal with any fire related accident,proper fire-fighting system will beprovided including water sprinklers,single handed valve, and portable fireextinguisher shall be provided.

8.2 From any other causes No Not Anticipated

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

Yes The project falls under seismic activeZone IV indicating high damage riskzone. The buildings will be designed asearthquake resistant and comply with therequired IS specifications.

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


9.1 Lead to development of supporting.utilities, ancillary development ordevelopmentstimulated by the project which couldhave impact on the environment e.g.:• Supporting infrastructure (roads, powersupply, waste or waste water treatment,etc.)

• Housing development

• Extractive industries

• Supply industries

• Other

Yes

No

No

No

Yes

Appropriate infrastructure like roads,power supply, waste management andwaste water treatment will bedeveloped within the project site.Development of the area will be as perthe approved Gurgaon Manesar UrbanComplex 2031.

No.

Not Applicable

Not Applicable

Institutional Building

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

No Not Anticipated



9.3 Set a precedent for later developments Yes The project will provide goodopportunity for the people and betterlife style and will set an example forlater developments in the areas.

9.4 Have cumulative effects due to proximityto other existing or planned projects withsimilar effects

No Not Applicable

(III) Environmental Sensitivity

S. No. AreasName/

IdentityAerial distance (within 15 km)Proposed project locationboundary

1 Areas protected under internationalconventions, national or locallegislation for their ecological,landscape, cultural or other relatedvalue

Asola Wild lifesanctuary

Asola Wild life sanctuary isapprox. 13.88 km away from theproject site towards ESE

2 Areas which are important orsensitive for ecological reasons -Wetlands, watercourses or otherwater bodies, coastal zone,biospheres, mountains, forests



3 Areas used by protected, importantor sensitive species of flora orfauna for breeding, nesting,foraging, resting, over wintering,migration



4 Inland, coastal, marine orunderground waters

Ground water The depth of groundwater isapprox.. 33-38 mbgl below theground level.

5 State, National boundaries Haryana-DelhiBorder

3.18 Km, NE to the project site

6 Routes or facilities used by thepublic for access to recreation orother tourist, pilgrim areas

Old Delhi GurgaonRoad.

NH 8

Old Delhi Gurgaon Road isadjacent to the project site.

NH-8 is approx. 1.2 km fromthe project site.



7 Defense installations None There are no Defenseinstallations within a 15 kmbuffer from the project site.

8 Densely populated or built-up area IFFCO Colony

Sector-28

Approx. 0.61 km away from theproject site towards SW

Approx. 1.6 km away from theproject site towards SE

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

Max Hospital

Salwan PublicSchool

Max Hospital is approx. 2.66km away from the project sitetowards SSE

Salwan Public School is approx.3.26 km towards SSW from theproject site

10 Areas containing important, highquality or scarce resources.(ground water resources, surfaceresources, forestry, agriculture,fisheries, tourism, minerals)

None There are no areas within 15 kmcontaining important, highquality or scarce resources.

11 Areas already subjected to pollutionor environmental damage. (thosewhere existing legal environmentalstandards are exceeded)

None There are no areas within 15 kmwhich are subjected to pollutionor environmental damage.

12 Areas susceptible to natural hazardwhich could cause the project topresent environmental problems(earthquakes, subsidence,landslides, erosion, flooding orextreme or adverse climaticconditions)

Earthquakes The site falls under the zone IVas per the Seismic Zone Map ofIndia and is thus prone to highdamage risk zone. Adequatemeasures were taken during theconstruction of the project.

(IV) Terms of Reference for EIA studies - Not Applicable for 8(a) category of constructionproject.

Punjab National Bank Institutional BuildingAt Plot No.84, Sector-18, FORM 1AGurgaon (Haryana)

PUNJAB NATIONAL BANK1

FORM IA

CHECK LIST OF ENVIRONMENTAL IMPACTS

SECTION 1- LAND ENVIRONMENT

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

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

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

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

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

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

conceptual plans.

NoPUNJAB NATIONAL BANK, a leading bank of India, is serving its customers since 1894.

Due to increased working load and staff strength over the period of time, it has been felt

essential to shift and integrate the IT Division (ITD) and Central Staff College with some of

their essential residential requirements in the Institutional sector (Sector-18) of Gurgaon for

better networking and training within the single umbrella.

The proposed building is planned as a green building, incorporates new technologies and is

targeted to achieve a ‘5 Star GRIHA Rating’. Building consists three major blocks and utility

blocks as follows-

1. BLOCK–A/CentralStaffTrainingcollege(CSC)-Ground+4

2. BLOCK – B/ IT Office Block (ITD) - Stilt + 7

3. BLOCK–C/Hostel&staffresidence-Ground+4

4. UtilityBlock-Basement+Ground+1

The project will target for a formal GRIHA certification. The following design features have

been proposed in the design, which cater to recommendations proposed by GRIHA:

Luminous efficacy of external light sources used for outdoor lighting shall be equal or

exceed as specified.

All exterior lighting to be on astronomical or photo sensor switch capable of turning off

the exterior lighting when daylight is available or the lighting is not required.

100 % of all lighting load to be powered by solar energy.



Services exceeding 1000 KVA shall have permanently installed meters to record total

Demand (KVA), energy (KWH) & power factor. Meter should also display current,

voltage & total harmonic distortion.

Interior artificial lighting fixtures to be BEE 4 star or better.

Maximum allowable Power Transformer Losses to be as per ECBC 2007.

Electrical sub-meters for measuring energy consumption by HVAC plant, AHU fans,

indoor lighting and UPS will be installed.

The LPD indexes have been targeted for 20% below the standards provided as per

ECBC.

The project site is well connected to transport facilities. The nearest highway is NH-8,

which is about 500 mtrs from the project site towards East direction. The nearest

railway station being Gurgaon railway station, which is approx. 5.7 km away from the

project site towards West direction. The nearest airport is Indira Gandhi International

Airport (IGI), which is approx. 9.89 km away from the project site towards North East

direction.

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

area, water consumption, power requirement, connectivity, community facilities, parking

needs etc.

LAND REQUIREMENTTable 1: Area Statement

S. No. Particulars Area (in m2)1. Plot Area 14,947.83

2.Permissible Ground Coverage(33% for the plot up to 10,000 m2 + 25% for theplot additional to 10,000 m2)

4,536.96

3. Total Proposed Ground Coverage (@ 27.20 %) 3,954.24

4. Permissible FAR (@ 1.00 + 10 % CompoundableFAR

14,947.83 + 1494.78i.e. 16,442.61

5.

Proposed FAR (@ 100 % + 5.26 % compoundableFAR)

Block A (CSC)

Block B (ITD)

15,735.03

4,431.558,265.832,591.63419.25 DOMESTIC WATER (980 KLD)



Block C (Residential)

Service Block

Guard Room

26.77

6. Mumty & Machine Area 331.87. Built Up Area 27,312.34

8.

Landscape/Horticulture Area (37.04%of Plot area) Area Under Shelter Belt (@10% of the plot

area)

Avenue tree plantation (@10 % of the plot

area)

Green Paved road (@5.49 % of the plot

area)

Shurbs, Herbs , Lawns (@ 11.3 % of the plot

area)

Water Body

5,537.79

1,494.78

1,494.78

821.2

1,699.44

29

9.

Basement area (2)

Upper Basement

Lower Basement

Service Block Basement + Tunnel

10,005.38

4,227.00

5,182.44

595.94

10. Stilt Area 1,240.1311. Maximum Height of Building (Including DG Stack) 38.7 m

POPULATION DENSITY The total Population of this institutional Project is envisaged to be 770 persons. The

detailed population Break up is given below in table 2.

mailto:@10%mailto:@10mailto:@5.49



Table 2: Population Break up

S.No. Type of Population Total Population

1. ITD Block (Commercial-IT Office) OfficeStaff – 479 person 479

2. CSC (Training Center) 403. Hostel (96 bed) 964. Residence (7 flats,@5 persons per flat) 355. Visitors 1006. Security & Maintenance Staff 20

Total Population 770

WATER REQUIREMENT

The water requirement will be met by HUDA. The total water requirement for operational

phase is 90 KLD, out of which total domestic water requirement is 44 KLD. Total Fresh water

requirement is 57 KLD (70% of domestic water + 26 KLD for HVAC) calculation is given

below in Table 3:

Table 3: Calculations for Daily Water Demand

S.No.

DescriptionArea(in m2)

TotalOccupancy

Rate ofwaterdemand(lpcd)

Total WaterRequirement(KLD)

A. Domestic Water

ITD Block(Commercial-ITOffice) Office Staff –479 person

479 45 21.56

CSC (Training Center) 40 45 1.8Hostel (96 bed) 96 135 12.96Residence (7 flats,@5persons per flat)

35 135 4.73

Visitors 100 15 1.5Security &Maintenance Staff

20 45 0.9

mailto:@5mailto:@5



Sub Total (A) 43.45 says 44 KLD

B. Horticulture andLandscapedevelopment

5,537.79

m220

C. Make up water forHVAC**3× 120 TR for CSCand IT block only

26

Grand Total (A+B) 89.45 KLD SAY 90

KLD

POWER REQUIREMENT

The power supply is to be supplied by DHBVN (Dakshin Haryana Bijli Vitran Nigam).The

total connected load for this Institutional Project has been estimated at about 3578.38 KW.

POWER BACK UP

100 % DG backup has been assumed for the Data center area and 50% back up for the

Non-Data center area. Separate multiple DG sets have been planned for the DC in 2N

configuration. There will be 5 DG sets of total 6430 kVA (2 x 1650 + 2 x 1250 kVA + 1

x 630 kVA) capacity.

CONNECTIVITY

The project site is well connected to transport facilities. The nearest highway is NH-8, which is

about 500 mtrs from the project site towards East direction. The nearest railway station being

Gurgaon railway station, which is approx. 5.7 km away from the project site towards West

direction. The nearest airport is Indira Gandhi International Airport (IGI), which is approx.

9.89 km away from the project site towards North East direction.

PARKING FACILITIES

Adequate provision has been made for car/vehicle parking at the project site. There is an

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

movement at the site.

Parking Required:

Parking Required:



As per MoEF norms:

For Institutional Facilities

For Residential Area (Hostel) = 1 ECS/100 m2 FAR area of Residential Area

= 2591.63/100 m2 = 26 ECS

For Administrative Area and Public service area = 1 ECS/50 m2 of administrative office

area and public service area

= 8265.83/50 = 165 ECS

Total parking required as per MoEF norms = 191 ECS

As per Haryana State Bye Laws:

Total area required for parking as per Haryana Bye Laws = 10% of the Plot area

= 1,494.78m2

Area required for 1 ECS of surface parking = 25 m2

Total Parking required = 1,494.78/25= 60 ECS

Parking Proposed:

Table: 4

S.No ParticularArea proposed for

Parking

Area

required

(m2) /ECS

CalculationECS

Proposed

1. Basement

Upper

Basement3899.97 35 3899.97/35 111

Lower

Basement4855.41 35 4855.41/35 138

2. Stilt 1240.13 30 1050/30 35

3. Surface 800 25 800/25 32

Total Parking Proposed 316

Total parking proposed is 316 ECS which is more than 20% of the MoEF norms and

Haryana-Byelaws.



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

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

existing land use and disturbance to the local ecology).

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

Total green area measures 5,537.79 m2 i.e. 37.04 % of the total plot area. The project will have

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

local ecology. Proposed activity shall have no impact on surroundings.

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

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

may be given).

The site falls under the zone IV as per the seismic zone map of India and indicating high

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

provisions of Indian Standards Codes.

Soil Quality Data(Dec.2014)Texture - Sandy LoamSand % 57.2Silt % 24.2clay % 18.6

2 pH (1:2) - 7.823 Electrical Conductivity (1:2) µmhos/cm 3924 Cation exchange capacity meq/100 gm 13.35 Exchangeable Potassium meq/100 gm 0.276 Exchangeable Sodium meq/100 gm 0.417 Exchangeable Calcium meq/100 gm 9.128 Exchangeable Magnesium meq/100 gm 3.529 Sodium Absorption Ratio - 0.5210 Water Holding Capacity % 26.811 Porosity % 37.512 Permeability cm/hrs 2.213 Total kjehdahl Nitrogen % 0.03114 Phosphorus(Olsen’s) mg/kg 6.315 Organic Matter % 0.31



Solid Waste

ConstructionWaste

Constructionwaste,

Broken Bricks,Waste Plaster

EmptyCement

Bags

Used in re-filling,raising site level

Sold toagency forrecycling

ExcavatedSoil

Top soil conservedfor landscaping,

balance used in re-filling

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

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

The project does not intersect any natural drainage route. No perennial or non-perennial

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

surroundings comprise an urbanized stretch. Well planned storm water drainage has been

designed to take care of internal storm water drainage. Thus, no impact on the natural drainage

system is anticipated.

1.6 What are the quantities of earthwork involved in the construction activity-cutting,

filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of

fill materials from outside the site etc?)

The cut and fill material in the project site is nearly at par and hence the need for movement of

soil to and from the site is not anticipated.

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

Water requirement during construction phase will be met from treated water from HUDA.

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

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

on the site. All construction wastes generated during construction

will be used within the site itself for filling the floors, roads, aggregate

for mortar etc. to the extent feasible. Remaining will be sent to the

agency for proper disposal.



Figure 1: Waste Management Plan for the Construction Phase

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

and wetlands are getting modified from the proposed activity).

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

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

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

(Give quantities of various types of wastes generated during construction including the

construction labor and the means of disposal).

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

with face masks to minimize dust inhalation.

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

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

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

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

agency.

SECTION 2- WATER ENVIRONMENT

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

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

& quantities and furnish a water balance statement.


phase is 90 KLD, out of which total domestic water requirement is 44 KLD. Fresh water

requirement is 57 KLD. The daily water requirement calculation is given below Table 5:

Table 5: Calculations for Daily Water Demand



S.No.

DescriptionArea(in m2)

TotalOccupancy

Rate ofwaterdemand(lpcd)

Total WaterRequirement(KLD)

D. Domestic Water

ITD Block(Commercial-ITOffice) Office Staff –479 person

479 45 21.56

CSC (Training Center) 40 45 1.8Hostel (96 bed) 96 135 12.96Residence (7 flats,@5persons per flat)

35 135 4.73

Visitors 100 15 1.5Security &Maintenance Staff

20 45 0.9

Sub Total (A) 43.45 says 44 KLD

E. Horticulture andLandscapedevelopment

5,537.79

m23.2 l/ m2 20

F. Make up water forHVAC**3× 120 TR for CSCand IT block only

26

Grand Total (A+B) 89.45 KLD SAY 90

KLD

Table 6: Sullage Calculations

Domestic Water Requirement 44 KLD

Fresh (70% of domestic) 31 KLD

Flushing (30% of domestic) 13 KLD

Sullage Generated(90% fresh + 100% flushing)

40.9 KLD or say 41 KLD

mailto:@5



The water balance diagram is shown below in Figure 2:

Figure 2: Water Balance Diagram

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

source? (Provide physical, chemical, Biological characteristics with class of water

quality).


phase is approx. 90 KLD, out of which total domestic water requirement is 44 KLD.

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

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

The project generates approx. 41 KLD of Sullage. The Sullage is treated in the STP of

Capacity 50 KLD provided within the complex generating 33

Recycled Water

FRESH WATER(31 KLD)

(70% of Domestic water)

SULLAGE GENERATED(41 KLD)

STP CAPACITY 50 KLD

HORTICULTURE(20 KLD)

@ 80%

FLUSHING(13KLD)

(30% of Domestic water)

@ 100%

20 KLD

SullageWater

13KLD

ZERO EXIT DISCHARGE

80% of 41 KLDi.e. 33 KLD

TOTAL FRESH WATER(26 KLD + 31 KLD = 57 KLD)

HVAC(26 KLD)

31 KLD

26 KLD



KLD of recoverable water from STP which is recycled within the project and leads to Zero

Exit Discharge.

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

project on other existing uses and quantities of consumption).

No. There will not be any diversion of water from other users. Rise in water demand is a local

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

region.

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

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

generated from the proposed activity)

Approximately 41 KLD (@ 90% of the fresh water consumed + 100% flushing water) of

wastewater will be generated during the operational phase from domestic use and other

commercial uses. This wastewater generated will be treated in well designed sewage treatment

plant based on MBR technology.

An overview of the STP technologies and capacities used in project is as under:

SEWAGE TREATMENT PLANT

Type of STP considered - MBR typeCapacity of STP - 50 KLD

The MBR Type STP has been selected by comparing with conventional STP system as per thetable 7:

Table 7: Technology Comparison b/w SBR, MBBR/FAB, SAFF, and ASP

SlNo

Item SBR MBBR / FABand SAFF

PVA GEL –AdvanceMBBR

MBR



1 Type ofProcess

SuspendedGrowth Process

Moving BedBioreactor -MBBRSubmergedAerobic FixedFilm Reactor –SAFF anattachedgrowth Process

Attached growthProcess on poros 4mm spherical Media

Suspended GrowthProcess

2 Pre-Treatment

Pretreatment notrequired acceptscreening

Pretreatmentnot requiredacceptscreening

Not required Pretreatment isrequired

3 Installation Less Time forElectro-Mechanicalerection almost2-4 weeks

Electro-Mechanicalerection almost4-6 weeks

Same as MBBR Entire Electro-Mechanicalerection take placeat site in 2-4Weeks

4 Equalization Min. 4HrsRetention Time

Min. 5-6 HrsRetention Time



5 BiologicalTank

Min 16 HrsRetention Time

Min. 2+2 HrsRetention Time– MBBR and 8Hr retentiontime in SAFF

2 Hour – PVA GELMedia2 Hour for Polishing.

Min.5-6 HrsRetentionTime

6 SecondarySettlers

Not require min 1.5 -2 hrsRetention Time

min 1.5 - 2 hrsRetention Time

Not required

7 LandRequirement

Lesser then ASP(



9 Nitrification Nitrification isachieved.

Retention timeprovided in thesecondarysettling tank ishigher than thenormal, andthen theprocesses maytake place.

Nitrification can beachieved, if required

Nitrification isachieved.

10 Phosphorousremoval

Achieved SlightlyAchieved

Can be achieved ifrequired by additionalunits

Achieved

11 RAS(ReturnActivatedSludge)System

Not required Very lessrequired

Not required Not required

12 Operation Easy and Systemoperateon its own withSimpleAutomation

OperatorAttentionrequired

Minimal required Fully AutomaticSystem requirevery lessoperationalattention

13 EnergyEfficiency

Energy EfficientSystem, Goodselection ofEnergy Almosthalf of the SAFFtechnologybecause of Batchtreatment.

Required highenergy due tocontinuousoperation.

Required high energydue to continuousoperation.

Overall Energyrequirement issimilar to MBBR /SAFF



14 Maintenance Very Lowbecause of lessworking hours ofmechanicalequipment.System isautomatic andPLC controlledhence lessinvolvement ofmanpower forroutinemonitoring.

Low, but thesystem needs tobe carefullydesigned

Very Low. Does notrequire much attention

Very low exceptmembranereplacement.

15 SkilledLabour

Required Semiskilled noton continousbasis

Semiskilled Required

16 Efficiency High efficiencyand performance:BOD < 10 mg/l,TSS < 10 mg/l,COD



19 Disadvantages -High CapitalCost. MaximumSpace

Required,MLSS to bemaintained.

Higher degreeof automation&

control.Tediousoperation needs

trained siteperson.Comparatively

high AMCcost

-Maintenanceof air grid

in MBBRTank,Carryover

of media.Annual makeup of

mediarequired.

- Screening of media.- Moderately highcapital cost

-High Capital CostHigh Degree ofAutomation andcontrolsHigh membranereplacement cost

20 Typical costin Rs per 100KLD STP

25-28 Lac –Electro-Mechanical15-18 - Lac -Civil

22-24 Lac –Electro-Mechancial10-12 Lac-Civil

30-32 Lakhs – Electr-Mechanical10-11 Lac - Civil

60-70 Lac –ElectroMechanical8-10 Lac – Civil

21 O&M of STP/KLD cost

Rs: < 5-6 Rs.



The tertiary treatment consists of removing the residual organics load, by filtering throughDual Media Filter, and passing the water through Activated Carbon Filter so that traces ofBOD / COD and excess chlorine are removed.

The tertiary treated water is passed through the Softener and the water can now safely be usedfor cooling tower make-up & Irrigation System applications etc.

The biological sludge generated from the FAB, which is settled in the Tube Settler, can beeither drained to the filter press.

The percolated filtrate from the sludge drying beds will be sent back to the Equalization Tankand the dried cakes can be disposed-of suitably.

The percolated filtrate from the sludge drying beds will be sent back to the Equalization Tankand the dried cakes can be disposed-of suitably.



8.1 Process Block Diagram

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

The storm water disposal system for the premises is self-sufficient to avoid any

collection/stagnation and flooding of water. The amount of storm water run-off depends upon

many factors such as intensity and duration of precipitation, characteristics of the tributary area

and the time required for such flow to reach the drains. The drains are located near the carriage

way along either side of the roads. Taking the advantage of road camber, the rainfall run off

from roads shall flow towards the drains. Storm water from various blocks is connected to

adjacent drain by a pipe through catch basins. As the ground water level in the area is 33-38

Screen Oil & Greasetrap system

Collection Tank

Cum

Equalization Tank

SludgeHolding

Tank

DMF

Sludge

Sump

MBR

ChlorineContactTank

To

Filter Press

ChemicalDosing

ACF

Irrigation /Flushing

Water Tank

BrineTank

SoftenerHVAC / D.G.Set CoolingTower SoftWater Tank

Ozone / UVTreatmentPlant

SEWAGE



meters bgl, we will change storage tank into the recharge pit by digging the bore.

It has been calculated to provide 4 rainwater harvesting pit at selected location, which catches

the maximum run-off from the area.

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

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

through rain water pipes.

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

regular intervals for rain water harvesting and ground water recharging.

Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak

hourly rainfall has been considered as 45 mm/hr. The recharge pit of 1.75 m diameter and 3 m

depth is constructed for recharging the water. Inside the recharge pit, a recharge bore will be

constructed of sufficient diameter and depth. The ground water level in the area is 33-38

meters bgl. The bottom of the recharge structure is kept 5 m above this level. At the bottom of

the recharge well, a filter media is provided to avoid choking of the recharge bore. Design

specifications of the rain water harvesting plan are as follows:

Catchments/roofs are accessible for regular cleaning.

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

allowing release of material into the water. Roof painting has been avoided since most

paints contain toxic substances and may peel off.

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

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

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

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

flushed off.

No sewage or wastewater is admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has been

connected to the system.

Calculations for storm water load

Roof-top area = Ground Coverage = 3,954.24 m2

Green Area without water bodies = 5,510.2 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area)

=14,947.83 – (3,954.24 +5,537.79)



= 5,455.8 m2

Runoff Load

Roof-top Area = 3,954.24 × 0.045× 0.9

=160.15 m3/hr

Green Area = 5,510.2 ×0.045 × 0.1

= 24.79 m3/hr

Paved Area = 5,455.8 × 0.045× 0.7

= 171.86 m3/hr

Total Runoff Load = 160.15 + 24.79 + 171.86 m3/hr

= 356.8 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 356.8/4

= 89.2 m3

Taking the effective dia and depth of a Recharge pit 3.5 m and 3m respectively, Volume of a

single Recharge pit = π r2h = 3.14 × 1.75×1.75 × 3 = 28.85 m3

Hence No. of pits required = 89.20/28.85 = 3.09= 3 Pits.

As 1 pit/acre is required so, total 4 rain water harvesting pits will be provided for 3.69 acre

land.

2.7 What would be the impact of the land use changes occurring due to the project onthe runoff characteristics (quantitative as well as qualitative) of the area in the postconstruction phase on a long term basis? Would it aggravate the problems of flooding orwater logging in any way?

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

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

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

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

expected to improve due to paved areas.

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



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

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

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

landscaping and flushing.

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

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

Avoid excavation during monsoon season.

Care would be taken to avoid soil erosion.

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

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

entering the water bodies.

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

species.

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

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

handling area would be kept effectively impervious.

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

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

minimize water pollution.

2.10 How is the storm water from within the site managed? (State the provisions madeto avoid flooding of the area, details of the drainage facilities provided along with a sitelayout indication contour levels).

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

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

detailed Storm Water Management Plan will be developed which will consider the sources of

storm water. The plan will incorporate best management practices which will include the

following:

Regular inspection and cleaning of storm drains.



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

around parking areas and garages as per requirement.

Avoid application of pesticides and herbicides before wet season.

Conducting routine inspections to ensure cleanliness.

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

Provision of silt traps in storm water drains.

Good housekeeping in the above areas.

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

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

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

generated 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 capacitieswith technology & facilities for recycling and disposal).

The project generates approx.. 38 KLD of Sullage. The Sullage is treated in the STP of

Capacity 50 KLD provided within the complex generating 31 KLD of recoverable water from

STP which is recycled within the project and leads to Zero Exit Discharge.

2.13 Give details of dual plumbing system if treated waste used for flushing of toilets orany other use.Dual plumbing system that utilizes separate piping systems for freshwater and recycled

wastewater will be adopted for the project. Treated water from the on-site STP is estimated at

32 KLD. The recycled water system shall utilize this treated waste water and serve for non-

contact uses such as flushing, horticulture, cooling etc.

3. VEGETATION3.1 Is there any threat of the project to the biodiversity? (Give a description of thelocal ecosystem with its unique features, if any).

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

threat has been anticipated.



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

The project does not support any significant vegetation. It is proposed to develop a

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

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

ornamental trees like neem, amaltas, gulmohar have been proposed to be planted inside the

premises.

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

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

parks and lawns. Total green area measures 5,537.79 m2 i.e. 37.04 % of the total plot area. The

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

disturbance to the local ecology. Proposed activity shall have no impact on surroundings.

4. FAUNA

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

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

species. The peripheral greenbelt will provide an excellent habitat for the native fauna.

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

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

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

population.

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



Not applicable

5. AIR ENVIRONMENT

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

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

assessment.

Table 8: Air Quality DataAmbient Air Quality Data(Dec.2014) Location: AQ1(Project site)

S.No. Date

PM2.5,µg/m3 PM10,µg/m3 SO2 µg/m3,

NO2 ,µg/m3 CO, µg/m3

Gravimetric IS:5182:Pt-23

IS:5182:Pt-2

IS:5182:Pt-6

IS:5182:Pt-10

1 04.12.2014 63.3 110.1 9.1 22.4 12802 07.12.2014 68.5 118.6 9.5 24.3 14203 12.12.2014 61.4 102.7 8.6 21.2 12404 15.12.2014 73.2 124.9 10.3 26.8 14605 20.12.2014 65.4 114.8 9.3 23.2 13506 23.12.2014 71.3 121.3 9.8 25.1 13107 26.12.2014 62.8 112.9 9.1 23.7 13908 29.12.2014 70.2 121.2 10.5 28.2 1580

Min 61.4 102.7 8.6 21.2 1240Max 73.2 124.9 10.5 28.2 1580Average 67.0 115.8 9.5 24.4 1378.898Percentile 72.9 124.4 10.5 28.0 1563.2

NAAQS, For 24hourly monitoring(except CO forOne hour)

60 100 80 80 4000

During the post construction phase, Vehicular emissions will be major source of air pollution

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

depend upon the following:

Volume of traffic on the roads,



Meteorological conditions.

Emission sources from D.G. Sets.

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

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

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

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

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

Mitigation Measures: The project will develop a green belt inside the premises of the project

site and along the internal road, which will work as barrier for the movement of pollutants and

help in pollution control.

Table 9: Noise Quality DataNoise Quality data (Dec.2014)

S.No.

PROJECTSITE

ZONE LIMIT (as perCPCBGuidelines),Leq,dB(A)

Observed valueLeq, dB(A)

Date DAY* NIGHT* DAY* NIGHT*1 Project Site 04.12.2014 Commercial

Area65 55 62.5

51.3Project Site 12.12.2014 Commercial

Area65 55 60.2


Area65 55 64.3


Area65 55 59.8

49.2

* Day time (6.00AM TO 10.00PM)* Night time (10.00PM TO 6.00AM)

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

AIR ENVIRONMENT

Prediction of Impacts

As per dispersion modeling of pollutants from DG sets using ISCST3 software, predicted

resultant GLC for various air pollutants are found insignificant within the NAAQS norms.



All values were found within the NAAQS for institutional landuse. During operation, there will

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

sets. 4 no. of DG sets of 6,430 KVA (2 X 1,650 + 2 X 1,250 + 1 X 630) capacity will be

provided for back up electricity supply during power failure. This will cause emissions of PM,

SOx, NO2 and CO. However, the D.G. Sets will be operational only during power failure and

low sulphur diesel will be used. Adequate stack heights of D.G. Sets will be provided as per the

stipulated guidelines of Central Pollution Control Board (CPCB) to facilitate natural dispersion

of exhaust gases as given below considering height of the building:

Table 10: Stack Details

24-h GLC were predicted for SO2, NO2, CO and PM but isopleth of the worst pollutant NO2 is

only presented in the report as GLC of other pollutants were low under similar meteorological

conditions.

ISCST3 - Dispersion model was used to predict GLC of all pollutants; SO2, NO2, CO and PM

with stack & emission and hourly meteorological data. 24-hours average maximum

Incremental GLC of NO2 was to be 6.43 µg/m3 occurred at (600m, 0m) from the DG sets fitted

with chimneys of various height and. It was found that GLC of NO2 was less than the

permissible limit of 80µg/m3 (as per CPCB guidelines) under worst meteorological condition

with meteorological data monitored on 24th December, 2014.

Table 11: Meteorological Data for the 24-hours average maximum predicted

Concentration

Year Month Day Hour Wind Wind Temp

Stack

No.

DG setCapacity

(kVA)

Stack & Flue details Pollutants EmissionHeig

ht(m)

velocity

(m/s)

Temp(C)

Diameter (m)

NO2(g/s)

SO2(g/s)

PM(g/s)

CO(g/s)

1. 2x1250KVA

44.7 25 809.0 0.51 0.51 0.08 0.03 0.06

2. 2X1650KVA

44.7 25 809.0 0.52 0.75 0.10 0.04 0.07

3. 1 X 630KVA

44.7 25 773.0 0.34 0.32 0.04 0.009 0.12

Total Emission (from DG set capacity 6,430 KVA) ing/s 2.58 0.22 0.079 0.25



direction speed (K)

2014 12 24 1 247.5 1.5 281

2014 12 24 2 247.5 1.5 280

2014 12 24 3 247.5 1.5 280

2014 12 24 4 247.5 1.5 281

2014 12 24 5 247.5 1.5 280

2014 12 24 6 247.5 1.5 280

2014 12 24 7 247.5 1.5 280

2014 12 24 8 247.5 1.5 279

2014 12 24 9 270 2.6 278

2014 12 24 10 247.5 2.6 278

2014 12 24 11 270 2.1 279

2014 12 24 12 270 2.1 280

2014 12 24 13 247.5 2.1 281

2014 12 24 14 270 2.6 281

2014 12 24 15 270 3.1 284

2014 12 24 16 270 3.6 285

2014 12 24 17 270 3.1 285

2014 12 24 18 270 3.1 284

2014 12 24 19 270 2.6 283

2014 12 24 20 270 2.6 282

2014 12 24 21 270 2.6 282

2014 12 24 22 270 2.6 282

2014 12 24 23 270 2.6 281

2014 12 24 24 270 2.1 281



WRPLOT View - Lakes Environmental Software

PROJECT NO.:

DATE:

1/28/2015

MODELER:

COMPANY NAME:

COMMENTS:WIND ROSE PLOT:

Dist:MahindergarhOct - Dec,2014

NORTH

SOUTH

WEST EAST

7%

14%

21%

28%

35%DATA PERIOD:

Start Date: 12/1/2014 - 00:00End Date: 12/31/2014 - 23:00

WIND SPEED(m/s)

>= 11.1

8.8 - 11.1

5.7 - 8.8

3.6 - 5.7

2.1 - 3.6

0.5 - 2.1

Calms: 0.00%

AVG. WIND SPEED:

2.60 m/s

CALM WINDS:

0.00%

TOTAL COUNT:

744 hrs.

DISPLAY:

Wind SpeedDirection (blowing from)

Figure 3: Windrose Diagram for December 2014



Figure 4: Spatial distribution of 24-hours average NO2 concentrations (µg/m3). Moderate tohigh wind speed and stack height of 70 m facilitates dispersion at long distance of1100 m, (E) under the influence of local meteorology. Very low values < 0.4 µg/m3was predicted close (100 m) to the source.

Mitigation Measures: The project proponent will develop a green belt inside the premises of

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

pollutants and help in pollution control.

5.3 Will the proposal create shortage of parking space forvehicles? Furnish details of the present level of transport



infrastructure and measures proposed for improvement including the trafficmanagement at the entry and exit to the project site.

Adequate provision has been made for car/vehicle parking at the project site. There is an

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

movement at the site.

Parking Required:

As per MoEF norms:

For Institutional Facilities

For Residential Area (Hostel) = 1 ECS/100 m2 FAR area of Residential Area

= 2591.63/100 m2 = 26 ECS

For Administrative Area and Public service area = 1 ECS/50 m2 of administrative office

area and public service area

= 8265.83/50 = 165 ECS

Total parking required as per MoEF norms = 191 ECS

As per Haryana State Bye Laws:

Total area required for parking as per Haryana Bye Laws = 10% of the Plot area

= 1,494.78m2

Area required for 1 ECS of open parking = 25 m2

Total Parking required = 1,494.78/25= 60 ECS

Parking Proposed:

S.No ParticularArea proposed for

Parking

Area

required

(m2) /ECS

CalculationECS

Proposed

4. Basement

Upper

Basement3899.97 35 3899.97/35 111

Lower

Basement4855.41 35 4855.41/35 138

5. Stilt 1240.13 30 1050/30 35

6. Surface 800 25 800/25 32



Total Parking Proposed 316

Total parking proposed is 316 ECS which is more than 20% of the MoEF norms and

Haryana-Byelaws.

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

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

project.

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

No significant impact of noise has been anticipated within and outside of the project site due to

provision of wide roads for smooth flow of traffic and greenbelt along the roads. Noise, due to

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

control measures shall be provided in vehicles & DG sets as mentioned below, which will

cause slight increase in noise level.

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

During operation, vehicular movement and operation of DG sets are the major sources of noise

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

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

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

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

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

carriageways only.

Impacts on Air Quality due to DG Sets:

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

attached to backup DG sets only during grid power failure.

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



• 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.

Noise Control Measures for DG sets:

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

• The DG sets will be equipped with acoustic enclosure to minimize noise generation and

adequate stack height for proper dispersion.

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

6. AESTHETICS

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

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

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

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

appealing.

6.2 Will there be any adverse impacts from new constructions on the existingstructures? 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 of NBC. All norms on Ground

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

parameters will be strictly adhered to.

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



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

7. SOCIO-ECONOMIC ASPECTS

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

No such changes anticipated.

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

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

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

The project will mainly lead to spatial redistribution of local population and hence no

considerable influx of population is envisaged owing to the project.

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

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

made land uses like hospitals, schools, places of worship; community facilities have been

occupied.

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

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

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

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

labour category. Few supervisory positions will also open up, for which local candidates will

be considered based on merit.

Operation phase: The project will provide employment to people in the area, thereby

improving the quality of life.

8. BUILDING MATERIALS

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



construction materials produced with energy efficient processes? (Give details of 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 are

manufactured through energy efficient processes.

8.2 Transport and handling of materials during construction may results in pollution,noise and public nuisance. What measures are taken to minimize the impacts?Mitigation Measures for Air Pollution during Construction Stage:

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

transportation.

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

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

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

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

Mitigation Measures for Noise Pollution during Construction Stage:

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

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

activities will ensure minimum noise at receiver’s end.

• To prevent any occupational hazard, earmuff / earplug shall be given to the workers

working around construction plant & machinery emitting high noise levels.

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

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

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

Yes, for road construction fly-ash will be utilized. Recycled materials will be bought from

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

pavements or 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 separate

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

The recyclable wastes will be sent off to recyclabers. Proper guidelines for segregation,

collection and storage will be prepared as per Municipal Solid Wastes (Management and

Handling) Rules, 2000.

9. ENERGY CONSERVATION

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

The power supply is supplied by DHBVN (Dakshin Haryana Bijli Vitran Nigam).The total

connected load for this Institutional Project has been estimated at about 3578.38 KW.

100 % DG backup has been assumed for the Data center area and 50% back up for the

Non-Data center area. Separate multiple DG sets have been planned for the DC in 2N

configuration. There will be 5 DG sets of total 6430 kVA (2 x 1650 + 2 x 1250 kVA + 1

x 630 kVA) capacity.

.

Effective measures have been incorporated to minimize the energy consumption in following

manners:

• 150 kVA of solar power has been targeted. Consisting of 120 kw grid interacted and 30

kw with battery backup.

• It is proposed to use maximum light load through high efficiency T5 type of light

fixtures. Maximum office spaces will be covered through these fixtures

• At least 50% of the fixtures will be super high efficiency LED lighting fixtures. These

fixtures will be used in Basement, corridors, toilet areas etc.

• All exterior lightings façade lighting will be as per ECBC i.e LPD



dimmers will be used in cabins, conference halls, staircases, toilets etc. as per

mandatory recommendations of ECBC.

OTHER GRIHA CONSIDERATIONS

GRIHA, an acronym for Green Rating for Integrated Habitat Assessment, is the

National Rating System of India. GRIHA has been conceived by TERI and developed

jointly with the Ministry of New and Renewable Energy, Government of India. It

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