environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/online/EC/... · 2017-09-25 · Sitapur -88 km 12 Village Panchayats, Zilla Parishad, Muncipal corporation, Local

Expansion of Integrated Township “One World”at Baghamau Village, Distt. -Lucknow (U.P) FORM 1

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Page 1www.dasindia.org

FORM - 1i. Basic Information

Sl. Item Details

1 Name of the project/s Expansion of Proposed IntegratedTownship “One World” at Village-Baghamau, Dist.-Lucknow (U.P)

2 S.No. In the schedule Category B, Activity 8 (b)

3 Proposed capacity/area/length/tonnage to behandled/command area/lease area/number ofwells to be drilled

Total Project area -85.75 ha(211.833 Acre)

4 New/Expansion/Modernization Expansion

5 Existing Capacity/Area etc. Existing area: 89.98 ha

6 Category of Project i.e. ‘A’ or ‘B’ Item 8, Category B(Township and Area Development)

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

No

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

No.

9 Location

Plot/Survey/Khasra No.

Village Baghamau

Tehsil

District Distt-Lucknow

State U.P.

10 Nearest railway station/airport along withdistance in kms.

Malhaur Railway Station 3.5 kmCharbagh Railway Station -11 km andAmausi International Airport-16 km

11 Nearest town, city, district headquarters alongwith distance in kms.

Nearest City Barabanki - 18 kmMohanlalganj - 16 kmRaebareilly - 70 kmSitapur - 88 km

12 Village Panchayats, Zilla Parishad, Muncipalcorporation, Local body (complete postaladdresses with telephone nos. to be given)

Lucknow Development AuthorityGomti Nagar, Lucknow, UP

13 Name of the applicant M/s ANS Developers Pvt. Ltd.

14 Registered address ANS Developers, 308 , TulsianiChambers, Nariman Point, Mumbai -400021

15 Address for correspondence ANS Developers Pvt. Ltd.302, 3rd Floor, Shalimar Square, BNRoad, Lalbagh, Lucknow

Name Mr Anwar Rizvi


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Sl. Item Details

Designation (Owner/Partner/CEO) Director

Address 302, 3rd Floor, Shalimar Square, BNRoad, Lalbagh, Lucknow

Pin Code

E-mail

Telephone No.

Fax no.

16 Details of Alternative sites examined, if any.Location of these sites should be shown on atopo sheet.

No site alternatives are underconsideration.

17 Interlinked projects Nil

18 Whether separate application of interlinkedproject has been submitted?

N.A.

19 If yes, date of submission N.A.

20 If no, reason N.A.

21 Whether the proposal involvesapproval/clearance under: If yes, details of thesame and their status to be given.(a) The forest (conservation) Act, 1980?(b) The wildlife (protection) Act, 1972?(c) The C.R.Z. Notification, 1991?

NoNoNo

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

The project lies in the residential zone ofproposed Master Plan of Lucknow 2021.Master Plan Lucknow, 2021 is enclosedas Annexure – I.

23 Forest land involved (hectares) No

24 Whether there is any litigation pending againstthe project and/or land in which the project ispropose to be set up?(a) Name of the court(b) Case No.(c) Orders/directions of the court, if any and

its relevance with the proposed project.

Nil


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ACTIVITY

1. Construction, operation or decommissioning of the Project involving actions, whichwill cause physical changes in the locality (topography, land use, changes in waterbodies, etc.)

S.No. Information/Checklistconfirmation

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

1.1 Permanent ortemporary change inland use, land cover ortopography includingincrease in intensity ofland use (with respectto local land use plan)

No This is construction of new Township and AreaDevelopment Project on vacant plot of land earmarkedfor Integrated Township Development as per proposedMaster Plan of Lucknow, 2021. Hence proposedproject does not anticipate any permanent or temporarychange in land use, land cover or topography of thearea.

1.2 Clearance of existingland, vegetation andbuildings.

No Few trees were present onsite (list attached asAnnexure V) which will be conserved.

1.3 Creation of new landuses?

No No new land use will be created. Site will be developedas per Master Plan of Lucknow Development Authority& Local Building byelaws.

1.4 Pre-constructioninvestigations e.g.bore holes, soil testing?

Yes Soil Investigation has been carried out through boreholes and soil tests.

1.5 Construction works? Yes All construction activities will be confined withinproject area. There will be no physical changes outsidethe project boundary. Construction of proposed projectwill be done as per applicable norms/byelaws.

Items Details

Total project area excludingBaghamau Village abadi area(22.67 Acres)

857500 m2

(211.833 Acre)

Area under Master plan road46647.43 m2

Area under Shamshan &graveyard

1740.135 m2

Net project area 809112.57 m2

(199.879 Acres)Area of Group Housing- HighRise

291996.70 m2

Permissible F.A.R 7,29,991.75 m2 (@2.5)Area of Group Housing – LowRise 94501.10 m2

Permissible F.A.R 2,36,252.75 m2 (@2.5)Area of Group Housing – LIG/EWS 32,116.93 m2


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Permissible F.A.R65,436.34 (@2)

Total achieved Unit 7052+1030+1700Total Achieved population @5person/unit 48910

Commercial64026.05 m2

Public Semipublic82,409.25 m2

Park & Open spaces 1,22,412.38 m2

Roads and Circulation 121650.15 m2

Total8,09,112.57 m2

1.6 Demolition works? No Not required

1.7

Temporary sites usedfor construction worksor housing ofconstruction workers?

No All the constructions activities including storage of rawmaterials will be confined within the project site only.Temporary sheds shall be made as per requirement forthe construction workers which will be dismantled afterconstruction phase.

1.8 Above groundbuildings, structures orearthworks includinglinear structures, cutand fill or excavations

Yes This is construction of Township and AreaDevelopment which includes erection of structures likewater storage tank, piping, electric substations,temporary site offices, maintenance workshop facilities& other infrastructures to support all these activities.Entire excavated quantity will be used at site fordevelopment of landscape, road construction,backfilling and filling of low-lying area.

1.9 Undergroundtunneling? worksincluding mining or

No No underground work.

1.10 Reclamation works? No No reclamation work.

1.11 Dredging? No No dredging required.

1.12 Offshore structures? No No off shore structures.

1.13 Production andmanufacturingprocesses?

No No production / manufacturing process is involved.RMC plant will be used on site.

1.14 Facilities for storage ofgoods or materials?

Yes Construction Phase:Separate raw material storage yard will be made.Cement will be separately stored under cover in bales.Sand will be stacked neatly under tarpaulin cover.Bricks and steel will be laid in open.Operation Phase:Not required except for common cleaning andmaintenance equipment and material.


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1.15 Facilities for treatmentof disposal of solidwaste or liquideffluents?

Construction Phase:Construction activities causes generation of debris,brick bats, plaster falls, battered stone mixture,aggregate leftovers, sand leftovers, empty cement bags,cartons, etc. Most of the construction waste generatedwill be reused in road construction and filling.

Quantity of Solid Waste: Operation PhaseMunicipal Solid Waste: 30.013 TPDHorticulture Waste: 453 Kg/DayBiomedical Waste: 143 Kg/Daye-waste: 20 Kg/DaySTP Sludge: 200 Kg/Day

Solid wastes likely to be generated in the project are ofdomestic in nature. It will be collected from designatedlocations and segregated into inorganic and organicwastes as far as possible.Municipal solid waste including garden litter will becollected at earmarked garbage collection centre fromwhere it will be picked by the hired agency andtransported to the processing site where biodegradablewaste shall be sorted and send to composting site forbio-composting or biogas generation and ready manurewill be sold to open market. The recyclable waste willbe sold to recyclers and the inert waste will be used formaking bricks or dumped at landfill site.All the solid waste generated during construction andoperational phase will be treated and disposed as perMSW (Management & Handling) Rules, 2000.Biomedical Waste will be managed as per theBiomedical Waste (M & H) Rule 1998 and amended ason date.

Liquid Effluent:

Construction Phase:

Sewage generation during construction phase will betreated and disposed through septic tank with soak pits.Operation Phase:The total wastewater in operation phase will be 5476KLD. STP of capacity 5000 KLD (modular 2 x 2500KLD) based on aerobic treatment technology will be


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set up to get 1958 KLD tertiary treated recycled waterfor low end uses including flushing, HVAC, andHorticulture and rest spare secondary treated sewagewill be discharged to nearby agricultural fields.Wastewater treatment details are mentioned in Form1A.

1.16 Facilities for long termhousing of operationalWorkers?

Yes 850 EWS units will be provided with in residentialtownship.

1.17 New road, rail or seatraffic duringconstruction oroperation?

No Internal roads within the project area will be developedand main access road is nearby to provide access to themain city and highway.

1.18 New road, rail, airwaterborne or othertransport infrastructureincluding new oraltered routes andstations, ports, airportsetc?

No Not required as the site is in well developed region.

1.19 Closure or diversion ofexisting transportroutes or infrastructureleading to changes intraffic movements?

No

1.20 New or divertedtransmission lines orpipelines?

No There will be no shifting of transmission lines.

1.21 Impoundment,damming, culverting,realignment or otherchanges to thehydrology ofwatercourses oraquifers?

No No impounding, damming, culverting, realignment orother changes to the hydrology of surface watercoursesis proposed.

1.22 Stream crossings? No Not required.

1.23 Abstraction or transfersof water from groundor surface waters?

Yes Construction Phase:During the construction stage, water will be sourcedprimarily through tankers arranged by the contractor.Operational Phase:Water will be drawn from the existing tube wellslocated in the project site. Water from these tube-wellsshall be supplied only after primary treatmentcomprising of filtration and softening.Water Balance diagram and water requirement


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calculation are in Form 1A.

1.24 Changes in waterbodies or the landsurface affectingdrainage or run-off?

No Since this is a Township & Area Development project,the land surface will be changed. Paved area willincrease thereby increasing the runoff during rains.There will be no alteration of natural drainage system.Provisions as per EMP shall be kept to capture thisrunoff and harvest the rain water from the project area.Well planned storm water drainage system has beendesigned for internal storm water drainage

1.25 Transport of personnelor materials forconstruction, operationor decommissioning?

Yes Construction:

There will be movement of personnel, materials andmachineries during the construction phase.The impact due to the same will be negligible as localpeople will be deployed and the construction materialand machinery required will be mobilized from thelocal area.Thus, there will be contribution of marginal noise &vehicular emissions which will be mitigated byimplementation of effective EMP.

Post Construction:

During commissioning, there will be transportation ofpersonnel and materials in and out of the projectregularly. Parking provisions as per norms will beprovided during operational phase.

1.26 Long-term dismantlingor decommissioning orrestoration works?

No Not applicable

1.27 Ongoing activityduringdecommissioningwhich could have animpact on theenvironment?

No Not applicable

1.28 Influx of people to anarea in eithertemporarily orpermanently?

Yes During the construction phase, majority of workers willbe hired locally and temporarily hence there will be nomajor influx of people during construction phase ofproject.During operational phase permanent population willcome to reside for which all amenities and supportinginfrastructure is proposed to accommodate this influxof personnel.

1.29 Introduction of alienspecies?

No Indigenous and Native species will be planted.


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1.30 Loss of native speciesor genetic diversity?

No No loss of native species or genetic diversity isenvisaged.

1.31 Any other actions? No No

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


2.1 Land especiallyundeveloped oragricultural land (ha)

This is Construction of New Township and AreaDevelopment Project on vacant plot of land earmarkedfor Integrated Township Development as per proposedMaster Plan of Lucknow, 2021.

2.2 Water (expected source& competing users)unit:

Water/Waste Water DetailsFresh Water for domestic uses 3350 KLD

Fresh Water for Health services 168 KLD

Flushing 1312 KLD

Horticulture / Landscape 612 KLD

HVAC 34 KLD

Total Water Requirement 5476 KLD

Source of water - Ground Water Supply

Waste water - 4332 KLDSTP Capacity - 5000 KLD (~15 % extra) [2modules of 2.5 MLD each]

2.3 Minerals (MT) Yes Bricks, aggregate sand and murram will be required forthe construction and development works. These will bepurchased from various vendors.

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

Stone, aggregate, sand, cement and steel will berequired for the construction and development works.These will be purchased from various vendors.

2.5 Forests and timber(source MT)

Yes Small quantity of timber will be required and sourcedfrom authorized vendors.

2.6 Energy includingelectricity and fuels(source, competingusers) Unit: fuel (MT),energy (MW)

Power Requirement: 25 MWSource: U.P Power corporation Ltd.Backup power supply is planned for the projectthrough DG Sets (to be placed in acoustic chamber).

2.7 Any other naturalresources (useappropriate standardunits)

No Not required


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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.


Yes/No

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

3.1 Use of substances or materials,which are hazardous (as perMSIHC rules) to human healthor the environment (flora, fauna,and water supplies)

No No storage of hazardous chemicals (as perMSIHC rules) will be done, except HSD (lowsulphur variety) required to run standby DG set.Also, the quantity stored will be below thethreshold limit specified in the MSIHC rules.Cooking gas will be used for cooking in kitchenby residents.Suitable management practice for Handling,Storage and Disposal will be adopted for thesame.During construction paints, solvents, thinner, oiland lubricants will be stored for use which ishazardous to health. Suitable managementpractice will be adopted for the same.

3.2 Changes in occurrence ofdisease or affect disease vectors(e.g. insect or water bornediseases)

No Suitable drainage and waste managementmeasures will be adopted in both constructionand operational phase, which will restrictstagnation of water or accumulation of waste.This will effectively restrict the reproduction andgrowth of disease vectors.

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

Yes Use, storage, transport, handling or production ofany harmful product is not envisaged from theproposed project. Thus, no major adverseimpacts on the human health/environment areenvisaged.Local workers will be employed duringconstruction of the project and the project hasbeneficial impacts. Socioeconomic standards andPublic welfare will improve. It will create a moreinteractive environment for living, leisure andrecreation.

3.4 Vulnerable groups of peoplewho could be affected by theproject e.g. hospital patients,children, the elderly etc.,

No This is Township and Area development Project,so no adverse impact will be anticipated by thisproject.

3.5 Any other causes No Not applicable


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

S.No Information/Checklistconfirmation

Yes/No


4.1 Spoil, overburden or minewastes

No It is estimated that approximately 7,00,000 m3

of earth material will be excavated during initialconstruction phase for foundations, basement.80-90 % shall be reutilized into backfilling andleveling.The top soil excavated during construction willbe temporarily stored in an area earmarked andthen shall be used for landscape/horticulturedevelopment and surplus soil (if any) will betransported to the designated disposal site intune with the local norms.

4.2 Municipal Waste (domestic andor commercial wastes)

Yes Municipal Solid Waste: 30.013 TPDHorticulture Waste: 453 Kg/DayBiomedical Waste: 143 Kg/Daye-waste: 20 Kg/DaySTP Sludge: 200 Kg/Day

Solid wastes likely to be generated in theproject are of domestic in nature. It will becollected from door to door and floor to floorand segregated into inorganic and organicwastes as far as possible.

Municipal solid waste including garden litterwill be will be collected at earmarked dumpcentre from where it will be picked by the hiredagency and transported to the landfill site wherebiodegradable waste shall be sorted and send tocomposting site for bio-composting or biogasgeneration and ready manure will be sold toopen market. The recyclable waste will be soldto recyclers and the inert waste will be used formaking bricks or dumped at landfill site.

All the solid waste generated duringconstruction and operational phase will betreated and disposed as per MSW (Management& Handling) Rules, 2000.

Biomedical Waste will be managed as per theBiomedical Waste (M & H) Rule 1998 andamended as on date.


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S.No Information/Checklistconfirmation

Yes/No


4.3 Hazardous wastes (as perHazardous Waste ManagementRules)

Yes The only hazardous waste in the project will beused/spent oil from standby DG set, which isclassified as hazardous waste category 5.1 asper Hazardous Wastes (Management &Handling) Amendments Rules, 2003. The spentoil will be carefully stored in HDPE drumsunder isolated storages, and periodically sold toauthorize recyclers. All precautions will betaken to avoid spillage from the storage.The disposal of e-waste from proposed projectshall be done as per the three R’s rule of reduce,reuse and recycle. CPCB has a list of authorizedvendors for e-waste management. A suitablevendor will be opted for disposal of e waste.

4.4 Other industrial process wastes No Not applicable

4.5 Surplus product No Not applicable

4.6Sewage sludge or other sludgefrom effluent treatment

Yes Sludge waste generated: 200 kg/ dayThe sewage sludge will be disposed along withthe municipal solid waste for composting.

4.7 Construction or demolitionwastes

Yes It is estimated that approximately 7,00,000 m3

of earth material will be excavated during initialconstruction phase for foundations, basement.80-90 % shall be reutilized into backfilling andleveling.The soil excavated during construction will befirst temporarily stored in an area earmarkedand then shall be used for landscaping and roadconstruction and surplus soil (if any) will betransported to the designated disposal site intune with the local norms.

4.8 Redundant machinery orequipment

No There will be no generation of redundantmachinery or equipment for disposal.

4.9 Contaminated soils or othermaterials

No Proper care will be taken to avoidcontamination of soil and if oil spillage found,it will be scrapped and disposed as per thenorms.

4.10 Agricultural wastes Yes 453 kg/day Horticulture waste will be generatedduring operation phase, which includes cutting,trimmings, dry leaves & grasses etc. Gardenwaste including biodegradable waste will betransported to the composting site for bio-composting.

4.11 Other solid wastes No Not applicable


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

S.No.

Information/Checklistconfirmation

Yes/No

Details thereof (with approximatequantities/rates, wherever possible) with

source of information data5.1 Emissions from combustion of

fossil fuels from stationary ormobile sources

Yes During construction, emissions will begenerated from vehicles, constructionmachineries and D.G. set. During operationalphase, D.G. Set’s emissions and vehicularemissions will be there.DG set will be installed with stack height as perCPCB norms. Vehicles will be maintainedproperly resulting in negligible emission ofpollutant.

5.2 Emissions from productionprocesses

No Not applicable

5.3 Emissions from materialshandling including storage ortransport

Yes The emission expected from constructionphase willbe dust arising from material handling andvehicular emission from transport vehicles.These include the emissions due to idling ofthe vehicles during loading and unloadingactivities.Management:

Construction waste will be reutilized withinthe site itself to reduce the emissions duringtransportation. Further, idling of the vehicleswill be reduced to the extent possible and PUCcertified vehicles will be used.Water sprinkling will be carried out regularly atconstruction and camp sites. Vehiclesdelivering construction materials will always becovered with tarpaulin cover to avoid spillageof construction materials.

5.4 Emissions from constructionactivities including plant andequipment

Yes The dust emission sources during constructionphase will be: Haul-road movements Construction Material Handling Finishing

Emissions factors for constructionequipment are given in table below:Equipment Emissions Factors (g/hr)

CO VOC NOX SOX PM10

Excavator 214.09 43.99 516.18 3.31 27.21Backhoe/Front 190.05 56.69 370.13 1.58 37.64


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S.No.


Yes/No


source of information dataend loaderRubbertired

crane

161.02 39.00 464.02 2.67 23.58

Hydraulic

Crane161.02 39.00 464.02 2.67 23.58

Concrete

Vibrator72.57 13.60 122.46 0 4.53

Paving

Equipment186.42 48.53 412.31 1.95 29.93

Roller/

Compactor165.10 34.92 316.15 1.90 23.13

*Source: SCAQMD CEQA Handbook

Impacts:Increase levels of PM10, PM2.5, NOx, HC, VOCetc. from the above activities.

Mitigation measures like: minimizing dropheights of debris, enclosures, covered transport,use of barriers, wetting surface, plantation,avoiding idling of vehicles etc. will be adopted.

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

Yes Dust will be generated during construction,which will be water sprinkled, and stored rawmaterial will be covered with tarpaulin coversto reduce dust emissions.Dense tree cover (especially night bloomingflowers) will be provided around waste storagearea and all channels carrying wastewater willbe covered and cleaned prior to the monsoon.Odour will be generated due to Solid Waste andsewage generation and handling during andpost construction; their impact and Mitigationmeasures are listed below: During construction, waste will be collected

and stored at earmarked places andtransferred to the disposal site.

In post-construction phase color coded binswill be provided for collection andtransportation of biodegradable and non-biodegradable waste.

Waste will be collected and transferred onregular basis with proper safety measures toavoid odor nuisance.

Covering loads to limit materials or litterblowing off and reducing smells.

Low VOC products (paints, adhesives,


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S.No.


Yes/No


source of information datasealants) will be used to avoid sick buildingsyndrome.

5.6 Emissions from incineration ofwaste

No Not applicable

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

No Will not be allowed in the township

5.8 Emissions from any othersources

No Not applicable

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


Yes/No

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

with source of information data

6.1 From operation ofequipment ventilationplant, crushers e.g.engines,

Yes Noise will be generated from the constructionequipment’s and operation of DG sets.During construction work following will be thetentative sources of noise:Name ofsource

Noise Level at16 m (50 ft)from Source indb (A)

Noise level at 1m from sourcein dB (A)

Back hoe/Loader

81 105

Cranes-mobile

81 105

Dump truck 83 107Generator Not considered 75 (as prescribed

by CPCB)The following measures will be taken: EPA/CPCB certified DG sets conforming to the

standards for noise will be used. All construction equipment and machineries will be

maintained in good conditions. Personal protective equipment like ear muffs, ear

plugs will be provided to the workers.Silent type DG Sets with anti vibration pads will beprovided.

6.2 From industrial orsimilar processes

No Not applicable


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6.3 From construction ordemolition

Yes During construction work, there will be short termnoise impacts in the immediate vicinity of the projectsite due to various construction activities such asexcavation activities, Concreting and mixing, vehicularmovement and various construction machinery;Following precautions shall be taken to control noisepollution :• High noise generating construction activitieswould be carried out only during day time• Installation, use and maintenance of mufflers onequipment• Workers working near high noise constructionmachinery would be supplied with ear muffs/ear plugs

6.4 From blasting or piling No No blasting or piling will be done.

6.5 From construction oroperational traffic

Yes There may be increase in the noise levels due toconstructional /operational traffic arising due to theproject, which will be minimized by: Effective traffic management including sufficient

width of driveways to avoid traffic congestionsespecially during the peak hours.

Encouraging the residents for the car pooling anduse of mass transportation facilities.

Provisions of designated visitors parking forsmooth traffic movement near the entry/ exit points.

Effective green belt will help in reducing the noisepropagation.

6.6 From lighting or coolingsystems

No There will be change in the light pollution level of theproject area. Use of focused lights to the active areas isenvisaged. Further, there will be no sky-lighting duringthe construction as well as post-construction phase.Cooling towers are not proposed so there will be nonoise generation from them. During power failure,operation of DG set will generate noise. However,these shall be housed in acoustically enclosedchambers.

6.7 From any other sources No No other source is significant.

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:


Yes/No Details thereof (with approximatequantities/rates, wherever possible) with

source of information data7.1 From handling, storage,

hazardous materials use orSpillage of hazardous materials

Yes The only hazardous waste is spent oil fromstandby DG sets. The spent oil will becarefully stored in HDPE drums underisolated storage, and periodically sold toauthorized recyclers. All precautions will


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be taken to avoid spillage from storage.During construction paints, solvents,thinner, oil and lubricants will be stored foruse which is hazardous to health. Suitablemanagement practice will be adopted forthe same.

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

No There will be no discharge of untreatedsewage on water or land, as the wastewaterafter tertiary treatment will be reused.Spare secondary treated waste water shallbe discharged into the municipal sewers.

7.3 By deposition of pollutantsemitted to air into the land or intowater

No Dust will be generated duringconstruction phase from earthworks andmovement of vehicles. Appropriatefugitive dust control measures, includingwatering, water sprinkling of exposedareas and dust covers for trucks, will beprovided to minimize any impacts.DG stack height shall be providedas per CPCB guidelines.

7.4 From any other sources No Not applicable

7.5 Is there a risk of long term buildup of pollutants in theenvironment from these sources?

No There is no risk of long term build up ofpollutants in the environment fromhandling, storage, use or spillage ofhazardous materials, discharge of sewageor other effluents to water or the land andby deposition of pollutants emitted to airinto the land or into water sources.

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

S.No.Information/Checklist

confirmation Yes/No

Details thereof (with approximatequantities/rates, wherever possible)

with source of information data

8.1 From explosions, spillages, firesetc from storage, handling, use orproduction of hazardoussubstances

This is basically a construction projectand does not involve major hazardousconstruction activity. Hence, chances ofexplosions, spillages, fires are minimal.

All construction workers will beprovided with suitable personalprotective equipment (PPE) as per thehealth & safety norms. Training andawareness about the safety norms will beprovided to all supervisors and workersinvolved in construction activities.

An agreement will be signed with the


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contractor, which will clearly deal safetyaspects during construction. No majorhazardous waste is being stored with inthe project site. No industrial or processactivity is involved in this project hencechances of chemical hazards andaccidents are minimal. However, suitablefire-fighting measures will be provided.

8.2 From any other causes Yes The major risks involved in the projectwould be working at differentconstruction heights and mishaps due tohuman errors, bad construction practicesand associated electric hazards.All safety measures will be in place priorto commencement of operations so as toavoid any risk of human life and as perthe prevailing local by laws. All safe construction practices &

precautionary measures will beadopted and use of PPE will bemandatory.

First-aid measures will be provided atsite.

Adequate fire-fighting arrangementswill be as per National Building Code- 2005 & conditions laid in fire NOC.

All applicable IS standards forelectricity will be followed inconstruction phase.

Indian Electricity Act of 1910 and rulesissued there under revised up to date willbe followed.

8.3 Could the project be affected bynatural disasters causingenvironmental damage (e.g.floods, earthquakes, landslides,cloudburst etc)?

No As per the secondary data available nosuch precedents has been reported.However the possibility of such incidentscannot be ruled out.Earthquakes:The project falls under seismic Zone III.Design and architecture of building isearthquake resistant and comply with therequired IS SpecificationsSuitable seismic coefficients inhorizontal and vertical directionsrespectively, are being adopted whiledesigning the structures to minimize theimpact of any disaster.Landslide: Area is not land slide proneFloods:Now the area is not flood prone as the


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flood protection works have beenconstructed on the left bank of Gomtirover and a metaled road has beenconstructed on it. For effectivefunctioning, pre-monsoon and post-monsoon checks of the drainagestructures will be undertaken.The project has planned storm waterlayout in regards to the peak intensity ofthe rainfall so far received as recorded byIMD.

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

S. No. Information/Checklistconfirmation

Yes/No Details thereof (withapproximate quantities/rates,

wherever possible) with source ofinformation data

9.1 Lead to development of supportingfacilities, ancillary development ordevelopment stimulated by theproject which could have impact onthe environment e.g.:

This is a Township and AreaDevelopment project. The existinginfrastructure is adequate to meetthe requirement of proposedproject.

• Supporting infrastructure (roads,power supply, waste or wastewater treatment, etc.)

Yes In order to support the projectpower lines will be drawn, roadswill be constructed within theproposed site as well as for access.Water supply and sewage systemswith STP will be laid extensively.

• housing development Yes Township and Area Developmentproject.

• extractive industries No• supply industries Yes In order to meet the demand of the

residents, the local supplyindustries will grow likevegetables, fruits, and other dailyneeds.

• other No

9.2Lead to after-use of the site, whichcould have an impact on theenvironment

No

9.3 Set a precedent for laterdevelopments

No The area falls under Residentialzone of Master Plan of LDA,therefore, no illegal activity ispredicted and development of theentire region is anticipated as perMaster Plan.


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9.4 Have cumulative effects due toproximity to other existing orplanned projects with similar effects

It will improve the environment bycreating a more attractive and interactive environment for living,leisure & recreation, create anurban landmark.

ii. Environmental Sensitivity

S.No Areas Name/Identity

Aerial distance (within 15 km.)Proposed project location

boundary1. Areas protected under international

conventions, national or locallegislation for their ecological,landscape, cultural or other relatedvalue

No Nil

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

Gomti River - 200 m (S)Kathauta lake – 4.8 km (N)

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

No Nil

4. Inland, coastal, marine orunderground waters

No Nil

5. State, National boundaries No Project lies in U.P State and Delhiboundaries are within 500 km.

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

No

7. Defense installations Yes Cantonment of Lucknow 6 km (SE)

8. Densely populated or built-up area(aerial distances)

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

Yes There are several medical healthcare and institutional centers nearsite. Dr. Ram Manohar LohiyaInstitute of Medical Science -5.6km (NW), Sahara Hospital 2.8 km(NW), National HomeopathicMedical college 3 km (NW), AmityInternational University-3.8 km (N)IILM Academy 3 km (NW) &Delhi Public School 2.5 km(W)

10.Areas containing important, highquality or scarce resources (groundwater resources, surface resources,

No Gomti river - 200 m (S)Kathauta lake - 4.8 km ( N )Indira canal - 4 km (NE)


________________________________________________________________


S.No Areas Name/Identity

Aerial distance (within 15 km.)Proposed project location

boundaryforestry, agriculture, fisheries,tourism, minerals)

11. Areas already subjected to pollutionor environmental damage.(Those where existing legalenvironmental standards areexceeded).

Nil

12 Areas susceptible to natural hazardwhich could cause the project topresent environmental problems(earthquakes, subsidence, landslides,erosion, flooding or extreme oradverse climatic conditions)

No The project falls under seismicZone III. This Zone has beenrecognized as Moderate SeismicZone.Suitable seismic coefficients inhorizontal and vertical directionswill be adopted while designing thestructures.

“I hereby given undertaking that the data and information given in the application and

enclosures are true to the best of my knowledge and belief and I am aware that if any part of the

data and information submitted is found to be false or misleading at any stage, the project will

be rejected and clearance give, if any to the project will be revoked at our risk and cost.

Date:Place: Ghaziabad

Signature of the applicantWith Name and Full Address

(Project Proponent/ Authorized Signatory)

NOTE:1. The Projects involving clearance under Coastal Regulation Zone Notification, 1991 shall

submit with the application a C.R.Z map duly demarcated by one of the authorizedagencies, showing the project activities, w.r.t. C.R.Z. and the recommendations of thestate Coastal Zone management Authority. Simultaneous action shall also be taken toobtain the requisite clearance under the provisions of the C.R.Z. Notification, 1991 forthe activities to be located in the CRZ.

2. The projects to be located within 10 km of the National Parks, Sanctuaries, BiosphereReserves, Migratory Corridors of Wild Animals, the project proponent shall submit themap duly authenticated by Chief Wildlife Warden showing these features vis-à-vis theproject location and the recommendations or comments of the Chief Wildlife Wardenthereon.”


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3. All correspondence with the Ministry of Environment & Forests including submission ofapplication for TOR/ Environmental Clearance, subsequent clarifications, as may berequired from time to time, participation in the EAC Meeting on behalf of the projectproponent shall be made by the authorized signatory only. The authorized signatoryshould also submit a document in support of his claim of being an authorized signatoryfor the specific project”.

Expansion of Integrated Township “One World”At Baghamau Village,. -Lucknow (U.P) FORM 1A

________________________________________________________________

www.dasindia.org Page 1

FORM-1 A

(Only for construction projects listed under item 8 of the Schedule)

CHECK LIST OF ENVIRONMENTAL IMPACTS

Name of the project/s – Expansion of Proposed Integrated Township “One World” at Village-Baghamau, Distt.-Lucknow (U.P)

1. LAND ENVIRONMENT

(Panoramic View of the Project site are attached)

1.1 Will the existing landuse get significantly altered from the project that is not consistent withthe surroundings? (Proposed landuse must conform to the approved Master Plan /Development Plan of the area. Change of landuse if any and the statutory approval from thecompetent authority is submitted). Attach Maps of (i) site location, (ii) Surrounding featuresof the proposed site (within 500 meters) and (iii) The site (indicating levels & contours) toappropriate scales. If not available attach only conceptual plans.

The proposed project is located at Baghamau Village, Lucknow (U.P). The existing land use willnot get altered from the project as the current land use of the project is residential as per theLucknowMaster Plan 2021 and the proposed development will be as per the approval andbuilding bye-laws. Earlier the land use was agricultural or barren but now it has been changed toresidential as per Lucknow Master Plan 2021.

Site is open land and does not involve activities of any type. It is anticipated that the constructionactivities of the proposed project would not have an adverse effect on the land use in the projectarea. The development of the green belt and other landscape would enhance the visual aestheticsof the area.

The site has already been approved for Residential development as per Master Plan of

Lucknow Development Authority (refer Annexure-I).

Map showing location of the proposed project is shown in Fig. 1.

Site layout plan is enclosed as Annexure IV.

The Surrounding features present around the site includes:

Sarsawan village -3.2 km (SW) Mastemau village-3 km(S)

Bharwara STP -1.7 km (NE)

Charbagh Railway Station -11 km (N)

Kathauta lake 4.8 km (N), Kukrail Reserve Forest 10 km (NW)

Hazratganj – 9 km & Shahid path – 1 km


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Table 1: Site Specific Details

Items Details

Location Village Baghamau, DisttLucknow, UP

Latitude & Longitude 26°49'25"N 81°1'33"E

Site Elevation (m) 112 m

Total Plot Area 857500.0 m2

Category B, Type- 8(b), Township and Area Development

Land Use Residential as per LDA Master Plan, 2021

Type of facilities Public and Semi public

Nearest Highway Lucknow bypass road (Shahid Path)

Nearest railway station Gomti Nagar – 5 Km, Charbagh Rly. Stn.- 11 km

Nearest airport Amousi – 18 km

Protected areas as per WildlifeProtection Act, 1972 (Tiger reserve,Elephant reserve, Biospheres, Nationalparks, Wildlife sanctuaries)

Kukrail Reserve Forest 10 km (NW)

Rivers/Lakes Kathauta lake 4.8 km (N)&Gomti River – 200 m

Archaeological importantplaces

Cemetery of Lamartiniere (7 km), Dilkusha Garden – 6km &Shahnajaf Imambara – 8.6 km,

Seismic zone Seismic Zone-III as per 2002 map.

Defense installations Lucknow Cantonment- 6 km


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Fig.1: Location of Proposed Project Integrated Township

Fig. 2: Site and Surroundings within 10 km from proposed Integrated Township


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

i) Site Details:Table 2: Site Details

I Total Project Area excluding Baghamau Villageabadi area (22.67 Acre) 857500 m2 211.833 Acre

Area under Master plan road 46647.43 m211.524 Acre

Area under shamshan & graveyard 1740.135 m20.43Acre

II Net project area 809112.57 m2199.879 Acre

1 Residentiala Area of Group Housing – High Rise 291996.70 m2

Permissible Ground Coverage 35%

Permissible F.A.R 7,29,991.75m2 (@2.5)

Permissible Density 1650 person/Ha

Permissible units 7052

Achieved population @5 person/unit 35260

b Area of Group Housing – Low Rise 94501.10 m2


Permissible F.A.R 2,36,252.75 m2(@2.5)

Permissible Density 1000 person/Ha

Permissible units 1030


c For Economical Weaker Sections (EWS) 32,116.93 m2


Permissible F.A.R 65,436.34 (@2)

Achieved units 1700


d Total Residential Population 48910

2 Commercial 64026.05 m2

3 Public Semipublic 82,409.25 m2

4 Park & Open spaces 1,22,412.38 m2

5 Roads and Circulation 121650.15 m2

6 Total 8,09,112.57 m2

Table 3 a: Land Use Distribution as Per Layout Plan

S.No. Description Area % AchievedBuilt-up Area

(sqm)Sqm Acre

1 ResidentialGroup Housing 386497.80 95.51 8,08,605.60


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EWS & LIG 32116.93 7.94 57,326.08

Sub Total 4,18,614.73 103.44 48.72 % 8,65,931.65

2 Commercial 64026.05 15.82 4.9 % 79,354.62

3 Public SemipublicEducational 34630.99 8.56Health Centre/ Child welfare andMaternity Centre 4646.58 1.15Hospital 12574.18 3.11

Community Centre 5503.89 1.36Electricity Substation 4051.32 1.00Police Chowki 3078.63 0.76Entertainment/ Cultural hub 5037.33 1.24STP 4381.18 1.08Rain Basera 1113.84 0.28Sub Post Office/ Police Chowki 1917.52 0.47Garbage Disposal 1823.79 0.45Informal Sector 241.73 0.06Community Facility 839.0 0.21Sub Total 82,409.25 20.36 10.61 % 68,474.84

4 Park & Open spaces 1,22,412.38 30.25 15.02 %5 Roads and Circulation 121650.15 30.06 20.75 %

Total 8,09,112.57 199.94 100.00 % 10,13,761.00

Fig. 3: Landuse map of the proposed project

Detailed Landuse map of the proposed project is enclosed as Annexure- IV.

Residential52%

Commercial8%

Public Semipublic10%

Park & Openspaces

15%

Roads andCirculation

15%

Land Use of Project


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Table 3 b: Use as Per Layout PlanGROUP HOUSING

PARTICULARS AREA(in m2)

AREA(in hac.)

DENSITY RATE(unit/hac.)

PROPOSEDUNITS

GROUP HOUSING-1 21583.73 2.16 250 540

GROUP HOUSING-2 14221.81 1.42 250 355

GROUP HOUSING-3 24311.74 2.43 250 608

GROUP HOUSING-4 9139.6 0.91 200 182

GROUP HOUSING-5 27006.55 2.7 200 540

GROUP HOUSING-6 9318.06 0.93 200 186

GROUP HOUSING-7 12289.99 1.23 250 308

GROUP HOUSING-8A 11972.8 1.2 250 300

GROUP HOUSING-8B 7750.4 0.78 250 195

GROUP HOUSING-9 10658.8 1.07 250 268

GROUP HOUSING-10 16869.09 1.69 250 423

GROUP HOUSING-11 6540.99 0.65 250 163

GROUP HOUSING-12 41512.12 4.15 300 1245

GROUP HOUSING-12a 10914.29 1.09 250 273

GROUP HOUSING-14 10516.87 1.05 250 263

GROUP HOUSING-15 10951.96 1.1 250 275

GROUP HOUSING-16 10491.99 1.05 200 210

GROUP HOUSING-17 35945.94 3.59 200 718

TOTAL 291996.73 29.2 7052LOW DENSITY AND LOW RISE GROUP HOUSING

GROUP HOUSING-1 6910.53 0.69 109 75

GROUP HOUSING-2 5392.9 0.54 109 59

GROUP HOUSING-3 9697.94 0.97 109 106

GROUP HOUSING-4 11451.38 1.15 109 125

GROUP HOUSING-5 8917.56 0.89 109 97

GROUP HOUSING-6 6790.88 0.68 109 74

GROUP HOUSING-7 14870.87 1.49 109 162

GROUP HOUSING-8 15700 1.57 109 171

GROUP HOUSING-9 14769 1.48 109 161

94501.06 9.5 1030GROUP HOUSING (EWS/LIG)

GROUP HOUSING(EWS/LIG) 32116.93 3.21 550 1700

TOTAL SALEBLE AREA AREA (in m2)

Group Housing 418614.73

Commercial 64026.05

Educational 34630.99

Health Centre & Child Welfare &Maternity Centre

4646.58

Community Centre 5503.89


________________________________________________________________


Entertainment/Cultural Hub 5037.33

Hospital 12574.18

Informal Sector 2811.01

SUB TOTAL 547844.7625% OF SALEBLE AREA 136961.19

S.NO. AREA TO BE PLEDGED AREA(IN SQ. MT.)

M1 Community Center 5503.89M2 Entertainment/Cultural Hub 5037.33M3 Inter College-1NOS, Junior High School/ High School-1NOS,

Primary School- 2NOS, Nursery School-2NOS, Aanganwadi-1NOS 5086.46M4 Nursery School -5NOS, Aanganwadi -1NOS 2832.32M5 Inter School-3 1059.01M6 COMMERCIAL-4 3163.06M7 COMMERCIAL-5 3279.73M8 COMMERCIAL-7 2301.66M9 Group Housing-1(Low rise Low density) 6910.53M10 Group Housing -2(Low rise Low density) 5392.9M11 Group Housing -3(Low rise Low density) 9697.94M12 Group Housing -4(Low rise Low density) 11451.38M13 Group Housing -5(Low rise Low density) 8917.56M14 Group Housing -6(Low rise Low density) 6790.88M15 Group Housing -9 10658.8M16 Group Housing -10 16869.09M17 Group Housing -17 35945.94M18 COMMERCIAL-6 990.25

TOTAL 141888.73

S.No. Public Semi-public Facility Area (in m2)1. Education-1 3202.632. Education-2 2832.323. Education-3 5086.464. Education-4 23509.585. Community Center 5503.896. Entertainment / Cultural Hub- 1 no. 5037.337. Hospital 12574.188. Health Center-2, Child Welfare & Maternity Home-1 4646.589. Electrical Sub Station-1 4051.3210. Community Facility 839.0011. Police Chowki- 1 1549.4712. Police Chowki- 2 1529.1613. Police Chowki- 3, Sub Post Office-1 1917.5214. STP-1 2200.4615. STP-2 2180.72


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16. Rain Basera 113.8417. Garbage Collection-1 147.8818. Garbage Collection-2 547.1419. Garbage Collection-3 480.0920. Garbage Collection-4 648.6821. Informal Sector-1 1087.7922. Informal Sector-2 1059.0123. Informal Sector-3 664.2124. Total 82409.26

Connectivity:

The project site is located at which provides excellent connectivity to major cities like,Faizabad,

Sitapur, Barabanki etc. The project will have 4 entry/exit (2 from 45 m wide master plan road and

2 from 30 m wide Bandh road). Shaheed Path is 1 km from proposed site. NH-56 (Sultanpur

Road) is 3 km and NH-28 is 6 km from proposed project. Village Baghamau will have two

separate entry and exit from 30 m road. 12 m to 24 m wide internal roads will be provided within

the project. The entry/exit points have been marked on the layout plan. The project site is well

connected to network of roads leading from various parts of the city. The details of connecting

facilities to the project site are given below:

Location DistanceLucknow -Faizabad Road (NH- 28) 6.0 kmAmar Shaheed Path 1.0 kmLohia Path 7.0 kmCharbagh Railway Station 11 kmLucknow Railway Station 10 kmMalhaur Railway Station 3.5 kmAmausi International Airport 16 km

Water consumption

During the construction stage, water will be sourced primarily through Ground water supply

augmented with private water tankers. It is estimated that water demand during the construction

phase may vary from 50 to 100 KLD.

During the project operational stage, water supply will be done through Ground water supply.

The total water requirements of the Project will be 5476 KLD. The total fresh water demand of

the project is 3518 KLD. 1958 KLD of total water requirement will be met through treated water

from STP which accounts for approx. 36 % of total water requirement. Use of treated water will

reduce load on ground water ad make the project sustainable.


________________________________________________________________


Wastewater

The total wastewater in operation phase will be 4332 KLD. STP of capacity 5000 KLD (5 MLD)

based on aerobic treatment technology will be installed on site in 2 modules of 2.5 MLD each to

get 1958 KLD tertiary treated recycled water for low end uses including flushing, HVAC and

Horticulture and rest spare secondary treated sewage will be discharged to nearby agricultural

fields till the municipal sewer is available.

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 landuse

disturbance to the local ecology).

The impact due to the proposed project may be increase in the traffic loads, increase in noise

levels during construction activities, and dust emission, emanating from various construction

activities. Due care will be taken during construction as well as operational phase to minimize the

impact on surroundings such as excavation, shielding of construction site, wetting of roads and

stockpiles etc.

There will not be any significant impacts of the proposed activity on the existing facilities

adjacent to the proposed site, as the Authority has already provided all the necessary facilities

such as connectivity, roads, and power supply etc. keeping in view the land use as per Master

Plan. Project proponent will provide the efficient water supply, sewerage and drainage facilities.

There is no disturbance to the local ecology. 15% of the plot area will be developed as green. The

project will have positive impact on the existing environment. The extent of impact on the native

species is proportional to the area of disturbance, since the project site is falling in the city itself

so no significant disturbance is anticipated.


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Fig. 4: Showing immediate site and surroundings

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

There will be some land disturbance due to the upcoming project as the project will involveclearing, grading and construction of impervious surfaces.

Following mitigation measures will be used to mitigate the same:

Land Clearance will be kept to minimum.

Construction planning will be done to minimize exposed soil during times of the year when

the potential for erosion is high, for example during summer.

Site will be stabilized and erosion control measures will be adopted during any pause in

construction.

Suppression measures, such as promptly watering exposed area will be taken in account

when visible dust is observed.

Stockpiles will be located with the slope not greater than 2:1 (horizontal or vertical).

Size and number of stockpiles will be kept minimum and will be located away from drainage

line.

Soil Type:


________________________________________________________________


The area is fairly plain and subsoil strata are alluviums deposited by water courses,

geologically the litho log sections show dominant of sand percentage.

There will be no significant land disturbance resulting in erosion, subsidence or instability.

Erosion / Subsidence:

Project will provide ample green space. Therefore, there will no soil erosion, subsidence or

instability problems.

Seismicity:

According to the Indian Standard Seismic Zoning Map, the area under study falls in Zone-III

(refer Fig.4). Suitable seismic coefficients in horizontal and vertical directions will be

adopted while designing the structures.

Fig. 5: Map Showing Seismic Zones in India, 2002

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

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

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

increase due to reduced infiltration. There will be no alteration of natural Drainage System. The

natural slope is towards the Gomti River which is southern boundary of the project site. Elevation

of the project is 113 m from mean sea level. The runoff generated from roof top, green and paved

areas will be used for ground water recharging through rain water harvesting system. Hence, there

will be no alteration to natural drainage system. The drainage pattern of the site is in line with the

natural drainage system.


________________________________________________________________


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).

Earth material will be excavated during initial construction phase shall be reutilized into

backfilling and leveling. Little cutting & filling will be done as the site is fairly plain. The top soil

excavated during construction will be first temporarily stored in an area earmarked and then partly

shall be used in landscaping only to fill up low lying areas around the project site and rest of the

soil shall be transported to the designated disposal site in tune with the local norms.

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

Water Requirement (Construction Phase): 50-100 KLD

Source of water: Ground water supply will be the primary source of water requirement

during construction phase and incase of shortage of water, water tankers will be procured

from local market to cater the need of water supply.

Construction Debris (Bricks, Cement, Concrete and Mortar) generated will be reused in

road construction, backfilling and leveling, spare debris (if any) will be disposed off as per

the norms.

Ready mix concrete will be used as far as possible.

The fertile top soil will be reused for horticultural purpose.

Spillage of oil from the machineries will be properly collected and disposed off.

Septic tank with soak pit or mobile toilets shall be provided to take care of waste water

generated from site (labor camps and site office)

Domestic solid waste generated will be managed as per MSW (M & H) Rule.

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 wetlands are present in and around the project site. Soil excavated during construction phase

will be used in filling low lying areas within the project site. The nearest water body from the site

is Gomti River which southern boundary of the project site.

.

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

Wastes which will be generated during the construction phase include the following:

Excavated materials from earthworks (e.g. cuttings, foundation etc),


________________________________________________________________


General construction waste (e.g. wood, packing material, scrap metal, concrete and empty

cement bags);

Hazardous wastes generated by general site practices (e.g. vehicle and plant

maintenance/servicing);

Municipal wastes generated by site workers.

Most of the construction waste will be reused in road construction; landscaping and surplus will

be sold to recyclers.

Excavated Materials from Earthworks

Maximum percentage of excavated material will be re-used within premises for different

purposes. The excess earth would only be the construction wastes and will not cause any health

hazards.

Municipal Waste & Other waste

Municipal wastes comprise food wastes, packaging and waste paper. Generation rate of solid

waste from labour colony will vary from place to place due to habits and living condition.

Approximately 0.25Kg/capita/day of municipal waste may be expected during construction phase.

The domestic waste water generated from construction camps shall be disposed off through septic

tank / soak pit or municipal sewer.

Some amount of debris, cuttings and construction materials may be observed at construction site.

However the quantity of their waste materials would be very small and limits up to the

construction site only. Contamination by these wastes would be negligible and would be collected

time to time during construction phase and disposed off accordingly.

The Impact on soil during construction phase will be marginal and reversible in nature.

2. WATER ENVIRONMENT

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

Water Requirement, Source and Water Balance

A provision of 86 lpcd (liters per capita per day) for domestic water requirements shall be made.

This in accordance with the Manual of Water Supply, Central Public Health and Environmental

Engineering Organization (CPHEEO), Ministry of Housing, Government of India (GOI), hence

the total water requirements shall be:

The water consumption comes out to be 86 lpcd for domestic and 30 lpcd for commercial after

installing the following water saving practices;


________________________________________________________________


1. Using low flushing systems- using efficient water saving toilets with dual flush systems,

thus saving about 50 percent of water.

2. Sensor based fixtures- these reduce about 0.4 liters per flush.

3. Low flow faucets along with other water saving devices resulting in 25 to 50 percent water.

4. Low flow shower with flow rates at 7.5Lpm @ 80 psi

5. Other pressure reducing devices to reduce from 80 psi to 65 and 50 psi thus reducing water

consumption by 10 – 25%

Source:Manual on Norms and Standards for Environmental Clearance of Large Scale Projects, MoEF.

Table 4 Water Requirement Calculation

Particulars Units Population Rate ofFreshwaterLPCD

Fresh waterrequired in

(KLD)

Rate ofFlushing

waterLPCD

Flushing/Recycled water(KLD)

Total water(KLD)

Residential

Group Housing7052+1030+1700

48910 65 3179 21 1027 4206

Visitors (10%) 5000 5 25 10 50 75Staff (5%) 2500 13 25 38CommercialVisitors 12400 5 63 10 125 188Staff 1000 30 15 45Public & Semi-PublicNursery 10 1000 5 5 10 10 15

Primary 3 600 5 3 10 6 9

High School 2 1000 5 5 10 10 15Inter College 5 2500 5 13 10 25 38Aanganwadi 10 500 5 3 10 5 8Health Centre 30 beds 340 10 0 10InternationalHospital

1 350 beds 450158 0 158

Other staff 200+70 30 8 8 4 12Club &Communitycentre

20 Staff 5 0 0 0 01000 Visitors 5 5 5 10 15

Total Domestic 3518 1312 4830Horticulture (@ 5litre /Sqm122412.58 m2) 612 612HVAC (2500 tonnes; 6 hrs operation) 34 34Total Water Requirement 3518 1958 5476

Note: Requirement of HVAC cooling water as per calculation is 135 KLD. However, this is one timerequirement. Make up water required for HVAC Cooling is 34 KLD (11 KLD considering 5%evaporation losses + 23 KLD blow down considering cycle of concentration (COC) equal to 6)


________________________________________________________________


The total water requirement for the project is 5476 KLD. Out of the total water requirement, 3518

KLD is the fresh water requirement and 4332KLD will be the total waste water generated which

will be treated into STP of capacity of 5000 KLD at site and utilized within the project for

Flushing, Horticulture & HVAC Cooling systems etc.

Fresh Water(Residential,

Commercial, Others)3350 KLD

HORTICULTURE612 KLD

DOMESTICWATER

4813 KLD

RECYCLEDWATER

1958 KLD

FLUSHING (exceptHealth services)

1312 KLD

1941 KLDWATER

WASTEWATERGENERATED= 4332 KLD

STP = 5000 KLD@90% of domestic

water

1958

KLD

Tert

iary

Tre

ated

Seco

ndar

yTr

eate

d

3899 KLD (10% losses)

HVAC 34 KLDDISCHARGE INTOAgricultural Fields

Fresh Water (Medical)168 KLD

ETP 200 KLD@10% losses

151 KLD

Fig. 6: Water Balance Diagram (Non-monsoon)

Water/Waste Water DetailsFresh Water for domestic uses 3350KLD

Fresh Water for Health services 168 KLD

Flushing 1312KLD

Horticulture / Landscape 612KLD

HVAC 34 KLD

Total Water Requirement 5476KLD


Waste water - 4332KLDSTP Capacity - 5000KLD(~15 % extra) [2 modules of 2.5 MLD each]


________________________________________________________________


Domestic Water3518 LD

DOMESTICWATER 4813 KLD

DISCHARGE INTOAgricultural Fields

RECYCLEDWATER

1346 KLD

FLUSHING1312 KLD

2553 KLDWATER

WASTEWATERGENERATED= 4332 KLD

STP = 5000 KLD@90% of domestic

water

1346

KLD

Tert

iary

Trea

ted

Seco

ndar

yTr

eatm

ent

3899 KLD (10% losses)

HVAC 34 KLD

Fresh Water (Medical)168 KLD

ETP 200 KLD@10% losses

151 KLD

Fresh Water(Residential,

Commercial, Others)3350 KLD

Fig. 7: Water Balance Diagram (Monsoon)

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

Lucknow utilizes two sources of water to meet customers’ needs:GomtiSurface Water:The present supply from surface water is met through river Gomti through

its water works at Aishbagh and Balagunj. LucknowJalSansthan supplies the water supply to

Lucknow city. Another water works is under construction stage at Gomti Nagar. The water works

will also get water from Sharda canal which will benefit the residence of Gomti Nagar and Trans

– Gomti area. The present Supply through JalSansthan is as follows:

Supply through Aishbagh Water works -172 MLD

Supply through Balagunj water Works - 70 MLD

Total Surface Water Supply - 242 MLD

Ground Water: Ground water is a natural occurrence. Ground water supply is met through

deep,shallow tubewells, Indiamark II Handpumps& Indira wells throughJalSansthan as follows:

Supply through more than 350 tubewells - 185 MLD

Supply through 5000 India Mark II Handpumps - 25 MLD

Supply through 55 Indira wells - 28 MLD.

Total Ground water supply - 238 MLD.


________________________________________________________________


Thus the total supply for entire Lucknow city at present is 480 MLD out of which surface

contributes 242 MLD and Ground water contributes 238 MLD.

Water will be supplied from Ground Water.

Fresh water demand 3518 KLD

Recycled water 1958 KLD

Total Water Demand for Integrated Townships 5476 KLD

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

The supply is through Ground water supply, the quality of water is drinkable as per norms.Physical, Chemical, Biological characteristics with class of water quality will be provided intheEIA report.

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

1958 KLD of water will be met through recycling of treated wastewater for Flushing, Horticultureetc. Details of water usages are as follows:

2.5 Will there be diversion of water from other users? (Please assess the impacts of the projecton other existing uses and quantities of consumption).

There is no diversion of water from other users as the ground water adjusts itself.

2.6 What is the incremental pollution load from wastewater generated from the proposedactivity? (Give details of the quantities and composition of wastewater generated from theproposed activity).

The waste water generated from residential complex (i.e. 4332 KLD) will be treated in the STP of5000 KLD (installed at ~15% higher capacity). 1958KLD will be recycled after TertiaryTreatment for various low end uses including toilet flushing, HVAC Cooling and horticulture

Water/Waste Water DetailsFresh Water for domestic uses 3518 KLD

Flushing 1312 KLD

Horticulture / Landscape 612 KLD

HVAC 34 KLD

Total Water Requirement 5476 KLD


Waste water - 4332 KLDSTP Capacity - 5000 KLD (~15 % extra) [2 modules of 2.5 MLD each]


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purposes. Spare secondary treated waste will be discharge into nearby agricultural fields till themunicipal sewer line is available. Thus no incremental Pollution load from waste water generated.All the waste water generated will be treated in STP. No increase in pollution load expected.

Table 5: Estimated Characteristics of Treated and Raw SewageParameter Raw Sewage

(Influent)Treated Sewage

(After SecondaryTreatment)

Treated Sewage(After Tertiary

Treatment)pH 7.5 – 8.5 6.5- 8.5 6- 8

BOD3 at 270C (mg/l) 250 - 350 < 30 < 5

COD (mg/l) 400 - 500 < 100 < 10

Suspended solids (mg/l) 250 - 450 < 100 < 5

Oil and Grease (mg/l) 30 < 10 < 1

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

The rainwater will be collected through piped drains and conveyed into rainwater harvesting

system. All storm water drains have been designed for adequate size and slope such that there

shall not be any flooding on the site. It shall be ensured that no wastewater shall enter into storm

water drainage system. Water harvesting pits have been proposed for augmentation of ground

water. The rainwater collected from the rooftop, green & paved areas will be conveyed into the

rainwater harvesting system consisting of Desilting-cum-filter chamber and borewells for recharge

into the groundwater and a storage tank with a capacity of 235.50 m3. Rain water from paved and

green areas will percolate naturally through capillary action and augment the water table. RWH

will be initially done only from the roof top. However the rain water pits have been proposed for

the whole area. Runoff from green and other open areas will be done only after permission from

CGWB. No demand will be met from the process.

Analysis of the observed data on intensity duration of rainfall of past records over a period of

years in the area is necessary to arrive at a fair estimate of intensity-duration for given frequencies.

The longer the record available, the more dependable is the forecast. In Indian conditions,

intensity of rainfall adopted in design is usually in the range of 30mm/hr. The intensity of

precipitation for design of drainage scheme has been taken 30 mm/hr.

The desilting tanks are used to remove silt and other floating impurities from rainwater. Desilting

tank is like an ordinary container having provision for the inflow, outflow and overflow. Apart

from removing silt it holds the excess amount of water till it is soaked up by the recharge

structure. The bottom of tank will have unpaved surface to allow standing water to percolate into

the soil.


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Table 6: Storm Water Runoff

Peak Run offMax, Rainfall Intensity 30 mm/hr

Location RunoffCoefficient

Area m2 Rainfallintensity

Peak Run offin m3/hr

(in m)Roof Area 0.8 219734 0.03 5274Paved Area 0.6 294308 0.03 5298Green Area 0.2 295070 0.03 1770

Total Runoff m3/hr 12342

Roof top Runoff Potential = 12342m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 12342/ 4 = 3086m3

Taking the effective diameter and depth of a Recharge pit 4 m and 3 m respectively:

Volume of a single Recharge pit (b) = π r2h = 3.14 x2 x 2 x 3 = 37.68 m3

Hence No. of pits required = 3086/ 37.68= 82pits

Note: Only rooftop water will be harvested.Roof top Runoff Potential = 5274 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 5274 / 4 = 1319 m3

Hence No. of pits required = 1319 / 37.68 = 35 pits

Provided: 36 Pits

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

Maximum storm rainfall of 30mm has been assumed on the past experience. The project will

increase the paved areas and thus the runoff from the project area is expected to increase due to

reduced infiltration. No adverse impacts are envisaged due to proposed project on the run off

characteristics of the area as adequate arrangements have been made to trap the rainwater and

suitable storm water drainage system has been provided.

During the post-construction phase, runoff from the project shall not be allowed to stand and

create water logging or enter into the road side or nearby drain. Adequate measures shall be taken

to collect such run off and either shall be reuse or stored in recharging pits. Suitable garlanding

drain as per the existing contours of the plot will be developed. There is no landscape change

planned. The project will not aggravate the problems of flooding or water logging in any way, as

the topography is plain.


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2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of groundwater; give the details of ground water table, recharging capacity, and approvals obtainedfrom competent authority, if any).

There will be little impact on the groundwater by the proposed project. Water is used from

Ground water supply.

Actually the groundwater will be augmented further as rainwater harvesting is proposed. The

rainwater collected from Roof top will be sent for ground water recharging through 103 no. of

RWH pits. 10440 m3/hr of water is available for ground water recharge which will recharge

through RWH pits.

Hence no adverse impacts are envisaged due to the project on the ground water quality and the

level. Maximum recharging of the underground aquifer will be done.

Ground water status of Lucknow District:

Area of Lucknow city forms a part of central Ganga plains and is piled up of alluvial sediments of

Quaternary age and can be classified as Newer and Older Alluvium. The Newer alluvium occurs

in the active flood plains of river Gomti at topographic low areas. The sediments in the Newer

Alluvium are generally micaceous grey sands, silt and clay belonging to Upper Pleistocene to

Recent age group. The Older Alluviums occur at topographic high areas & do not get flooded.

The sediments in Older Alluvium are generally sand of various grades, clays, kankar, and silt.

Alternate beds of sand and clay occur with intermixing of kankar bed. These sediments belong to

upper to middle Pleistocene age. Ground water occurs in the pore spaces of unconsolidated

alluvial sediments in the zone of saturation under phreatic and semi-confined conditions. In

deeper aquifers it occurs under semi confined to confined conditions.

Fig. 8: Hydrogeology of Lucknowdistrict


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Potential Aquifers

A total number of 31 exploratory wells, 5 Piezometres have been constructed by CGWB to know

the aquifers geometry of the district. Total five tier aquifer system exists in the Lucknow City

which is as follows. The aquifer material in these groups is sands of various grades, clays, kankar

and silts.

The occurrence of ground water is quite encouraging in northern and north eastern part of the city

in Janakipuram, along Kursi Road and Chinhat. Moderate yield potential lies in the north west and

western partof the city. To augment the demand of the future mega city, all ground water

abstractions shall be done from Trans–Gomti area in the north and north east and beyond Sarojani

Nagar. Further flood plains of Gomati river can be exploited by constructing shallow tube wells,

radial wells, collector wells, rainy wells. These structures may be taken up in the upstream of

Gaughat.

2.10 What precautions/measures are taken to prevent the run-off from construction activities

polluting land & aquifers? (Give details of quantities and the measures taken to avoid the

adverse impacts).

Surface water quality may be affected with the discharge of the runoff from the project site. The

impact to the surface water bodies could arise from the increased soil erosion from excavated site,

only to increase in the suspended particles and turbidity of runoff water from the site. However,

this impact will be temporary in nature and would be observed in first rain only and as soon as the

rain is over, excavated soil at site would be stabilized therefore the surface water quality during

rains will be impacted marginally for very short duration. Plantation of trees will start from

construction phase itself. No runoff will be disposed outside the project boundary except in rare

conditions.

Effective measures will be adapted to reduce the storm water run-off from the construction site- Ensuring vehicles stick to the access track. Cleaning all mud and dirt deposited on roads from construction-related activities.

Excavation work will not be carried out during monsoon season. Constructing a fence around the site to trap sediment whilst allowing water to flow

through. Diverting up-slope water with turf and not mixing mortar in locations that will drain into

storm water system.


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Preventing wastewater from brick cutting activities and stockpiles entering the storm watersystem.

Construction material will be stored in temporary shed at the earmarked place and will becovered ensuring that no leachate or spoilage of land occurs.

Curing water will be sprayed and, after liberal curing, all concrete structures will bepainted with curing compound & covered with gunny bags, then the water will be sprayed.

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.

2.11 How is the storm water from within the site managed? (State the provisions made to avoidflooding of the area, details of the drainage facilities provided along with a site layoutindication contour levels).Since the existing topography is congenial to surface disposal, a network of storm water pipe

drains has been planned adjacent to roads. All building roof water will be brought down through

drain water pipes. Proposed storm water system consists of pipe drains, catch basins and seepage

pits at regular intervals for rain water harvestings and ground water recharging. The storm rainfall

of 30 mm/hr. has been considered for designing the storm water drainage system.

Detailed storm water management plan will be implemented and regular inspection and cleaning

of drains will be carried out.

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

Sewerage and solid waste will be generated from temporary labour camps on site, which will be

temporary in nature during the initial construction phase. Bins shall be placed near the camps for

solid waste collection. The solid waste will be properly disposed as per MSW Rules 2000. The

sewage will be disposed through septic tank or mobile toilets and STP and discharge into

Municipal sewers. Therefore during, construction their will not be any unsanitary conditions

around the project area.

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

The waste water generated from residential complex (i.e. 4332 KLD) will be treated in the STP of5000 KLD (installed at ~15% higher capacity). 1958KLD will be recycled after TertiaryTreatment for various low end uses including toilet flushing, HVAC and horticulture purposes.Spare secondary treated waste will be discharge into nearby agricultural fields till the municipalsewer line is available.


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2.14 Give details of dual plumbing system, if treated waste is used for flushing of toilets or anyother use.Dual Plumbing with different color pipes will be provided for utilization of recycled water forflushing, DG, and horticulture.

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, the project will not pose any threat to the biodiversity of the locality. The project site was an

open or agricultural land near village Baghamau. As the project site do not contain any water

body, therefore, no scope of disturbance to the aquatic flora will be involved. Moreover, quite a

number of trees will be planted. The species will be predominantly native in nature so that they

merge with the local ecosystem.

Biodiversity rich area like Gomti river and Kukrail Reserve Forest lies at a distance of about 200m, and 10km respectively (aerial distance), National Botanical Research Institute (NBRI)-6 km.

All the waste (liquid/solid/gases) will be treated and managed as per Rules. The impact due toproposed project will not be there. Some of the Flora-Fauna found in the region is listed below:

Flora of the study area (Secondary sources): Ashoka, Chitwan, Scholar Tree, Neem, Kaner,Amaltas, Gulmohar, Peepal, Bottle Brush & Bottle Palm etc.

Fauna of the Study area (Secondary sources): Mostly domestic animal’s viz. Dog, Cat, Horse,Donkey & Cattle etc.

Avifauna: Common Crow, Chukar Partridge, Duck, Hornbill, Snow Partridge & Rain Quail etc.

Endangered and Threatened Species

Endangered and threatened animals of India have been listed in the Schedule I and Schedule II ofthe Wildlife (Protection) Act 1972 (amended in 2001). No threatened, rare, endangered, orendemic species were observed during the survey in core zone. In Study Area following specieswere observed.

Schedule I: Birds: Peafowl (Pavo cristatus)

Schedule II: Reptiles: Indian cobra (Naja naja), Crocodile (Crocodylus niloticus) and Alligator(Gavialis gangeticus)

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


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There will be no damage to the floral diversity, and every precaution will be taken to preservethem. The green belt will be developed in the project.The plant species around the site are local tree species and no rare or endangered tree species arefound.

3.3 What are the measures proposed to be taken to minimize the likely impacts on importantsite features (Give details of proposal for tree plantation, landscaping, creation of waterbodies etc along with a layout plan to an appropriate scale).

Due care will be taken to protect the important site features:

Tree plantation will be done to protect the site features such as topsoil erosion, ground waterattenuation and avoiding contamination by leachate.

The excavated soil will be stored at earmarked places protected from contamination and frompolluting the existing features and will be used for surface leveling and for creation oflandscaped areas.

Piling will not be done so as to minimize the impacts on the existing structures in the nearbyareas.

Adequate measures will be taken to minimize the likely impacts of the proposed project on the

surrounding as well as the project site itself and documented in the Environmental Management

Plan.

General principles in greenbelt design considered for this study area:

Type of pollution likely air, noise, and water and land pollution generated from the activities

at the site.

Agro-climatic zone and sub-zone where the greenbelt is located

Water quantity and quality available in the area

Soil quality in the area.

Total landscaped area proposed for project is 122412.38m2. A combination of evergreen and

ornamental flowering trees, palms, shrubs and ground covers will be planted along the sides of the

roads and in open spaces & sat back area within the complex. The details will be given in EIA

report.

Landscaping is an important element in altering the microclimate of a place. Proper landscaping

reduces direct sun from striking the buildings and heating up building surfaces, prevents reflected

light carrying heat into a building from the ground or surfaces, creates different airflow patterns

and can be used to direct or divert the wind advantageously by causing a pressure difference.

Shade created by trees and the effects of grass and shrubs reduce air temperature adjoining the

building and provide evaporative cooling. A study shows that the ambient air under a tree is 20C

to 2.50C lower than that for adjacent un-shaded areas.


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Parks & Avenue Plantation

Ornamental trees with spreading branches, shade giving with colorful flowers for students/staff to

relax and suitable patches of lawns shall be provided. The following trees proposed to be planted

in the proposed project.

Trees with colonial canopy with attractive flowering.

Trees with branching at 10 feet and above.

Trees with medium spreading branches to avoid obstruction to the traffic, fruit trees to be

avoided because children may obstruct traffic and general movement of public.

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

elevation and soil. The list of plant species, which can be suitably planted, and having significant

importance are provided in Table-12.

Table-7: List of Plant Species to be planted in the Green AreaS. No. Scientific Name Standard

NameTime when

flowering/FruitingOccurs

1 Ailanthus excelsa Maharuk January- March2 Albizia labbeck Sirish January- March3 Alibizia procera SafedSirish January- March4 Alstonia scholaris Chitwan January- April5 Anthocephalus cadamba Kadamb August-October6 Azadirachta indica Neem June-July7 Bauhinia variegata Kanchan May-June8 Butea monosperma Palash February-April9 Cassia fistula Amaltas March-June10 Emblica officinalis Amla January11 Erythurina indica Dadap July-August12 Delonix regia Gulmohar February-June13 Nyctanthes arbortristis Harsingar Throughout the year

4.0 FAUNA

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

The site is situated in semi-urban ecosystem which possesses faunal species are well adapted to

the human dominated areas. Therefore, this project will not be barrier for movement of any faunal

species. Existing trees, shrubs and herbs of surrounding area of site will attract the arboreal

species.

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

There is no impact on the avifauna of the area. Due to the provision of plantation on the projectsite it is expected that site will attract small fauna.


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4.3 Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna.As there is no displacement of fauna, no mitigation measures are required and provided.

5.0 AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Givedetails of background air quality levels with predicted values based on dispersion modelstaking into account the increased traffic generation as a result of the proposedconstructions).Increased traffic generation and DG set emission due to project is not going to cause significant

increase in atmospheric concentration of gases and will not result in heat island formation. The

minor impacts of emissions from traffic will be neutralized by developing a thick green belt along

the periphery and internal road side. To minimize the effect of emissions, adequate stack height

as per CPCB standards will be provided.

During construction phase, dust emissions will be the main pollutants associated within on-site

roads, (paved and unpaved), stockpiles and material handling. Regular water sprinkling will be

done and construction material will be transferred in trucks covered with tarpaulin.

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.

The impacts of dust and gaseous pollutants due to different construction activities will be

localized. All necessary measures will be taken.

I.Dust:

Sources: Site preparation, excavation, construction, traffic.

Type: Area Source, Line Source

Extent: Localized

• Water spraying at dust generation sources/area.

• All transportation vehicles will be suitably covered to prevent dust from the trucks and

overloading of the vehicles and vehicles will be PUC certified.

II. Smoke:

Sources: vehicular exhaust, DG Set

Type: Line sources, Point Sources

Extent: Localized

Mitigation:

• D.G. set will be provided with adequate safe stack-height above the terrace level of the


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building to regulate the emission within the permissible norms.

• Low-sulphur-content fuel will be used which will help to contain the emissions within the

permissible range.

III. Odorous fumes:

Sources: Unsanitized conditions, indoor finishing

Type: Gases, vapors, fumes, dusts, fibres, mists.

Extent: localized

Mitigation:

• Avoid unsanitized conditions

• VOC free paints will be used

• Properly ventilated work space

No negative impact outside of site. Dust emissions from excavation, air emission from machinery

and other construction activities. Dust reduction measures such as road watering and periodic

maintenance of road, equipment use of personal protective equipment. Most of the concrete to be

used at site, will be ready mix concrete available from nearby factories.

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

Adequate provision will be kept for car/vehicles parking at the proposed project as per State bye

laws.

The project complex will have traffic entry/exit directly from the 45 m wide road. 30m, 24 m &

12 m wide internal roads will be provided within the project. The entry/exit points have been

marked on the layout plan. The project site is well connected to network of roads leading from

various parts of the city.

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

The site layout plan showing movement pattern is enclosed. The roads of widths 45 m, 30 m, 24m, 18 m & 12 m are proposed within site to facilitate smooth traffic flow.


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Table 8: Parking Required & Parking ProvidedType of Facility Permissible

FARNorm ECS Required ECS Provided

Residential(Group Housing)

386497.8 x 2.5=966244.5 m2

1 ECS/ 80 m2 ofpermissible FAR

12078 As per therequirement,parking shall beprovided in thebasements(whereverprovided) alongwith provisionsfor open/surface parking

Residential 2(LIG/ EWS)

32116.93 x 2.0=64233.86 m2


803

Commercial 64026.05 x 2.5=160065.125 m2


3202

Public- SemiPublic Facility

82409.26 x 2.5=206023.15


4121

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

During the construction phase, some noise will be generated through the operation of constructionmachines, excavators, DG set, etc. Following measures should be taken; into consideration tomitigate the noise at construction site:

Efforts shall be made to the extent feasible not to use such excavation/ constructionmachines, which generate noise levels much more than 85 dB (A),

Silencers shall be fitted on construction machines and DG set,

Acoustic enclosures should provide to DG set at the construction site, Earmuff and other protecting, devices shall be provided to labour working in high noise

generation machines.During post construction phase, adverse impacts of noise will be mitigated by adopting followingmeasures.

DG set will be provided with the acoustic enclosures.

Administrative control by display of slogans and sinages Green belt/plantation along the internal roads will also work as noise harriers.

5.6 What will be the impact of DG sets & other equipment on noise levels & vibration in &ambient air quality around the project site? Provide details.

Impacts on Air Quality and Noise levels due to DG Sets& other equipments

Noise will be emitted during construction due to operation of construction machinery like transit

mixture, concrete pumps, tower cranes, Air compressors etc. Vulnerable receptors would not be

significantly affected. Noise generated in this phase would be spread throughout the site

depending upon equipment operation at a location. Impact on onsite workers are expected to be

high but reduced substantially with use of PPE like earplugs and earmuffs.


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One of the major sources of noise during operational phase will be the diesel based generator

which will be housed in the basement. Impacts on ambient air during operation phase would be

due to emissions from the stacks attached to stand by DG sets only during grid power failure

Mitigation Measures 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

norm.

6. AESTHETICS

6.1 Will the proposed constructions in any way result in the obstruction of a view, scenicamenity or landscapes? Are these considerations taken into account by the proponents?

The proposed construction in any way will not result in the obstruction of a view, scenic amenity

or landscapes, which has already been considered during planning.

The architecture of the proposed project will be in accordance with the architecture of the

residential buildings in the area. The project will have good ambience and state of art

infrastructures. The proposed constructions in any way will not result in the obstruction of a view,

scenic amenity or landscapes. The complex is well planned with plenty of open space, green areas

and amenities.

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

The development in the project-influenced area is as per the development plan. Hence no adverseimpacts are anticipated from new constructions on the existing structures in this area.

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

design criteria? They may be explicitly spelt out.

The architectural design of the project is in accordance with the guidelines of Lucknow

Development Authority, Building Bye-laws and National Building Code of India.

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if any other

significant features in the vicinity of the proposed site have been considered.

There are few any anthropological or archaeological sites or artifacts nearby. (as per ASI):

Cemetery of Lamartiniere (7 km), Dilkusha Garden – 6 km &Shahnajaf Imambara – 8.6 km.


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7.0 SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any changes to the demographic structure of local population?Provide the details.Due to proposed project, there will be a positive impact on demographic pattern or structure of

local population, as job opportunities will increase. Most of the workers/ staff in construction as

well as operation stages will be from the local villages and township. The complex will decongest

the adjoining cities to some extent and redistribute the existing population of the region.

Demographic structure of Lucknow district will be given in EIA report.

7.2 Give details of the existing social infrastructure around the proposed project.Site is located on vacant land earmarked for Residential landuse. Proposed site is located near

Gomti River). All the Social setup like Primary School, Degree College, Roads, Electricity and

open market are available in vicinity of site. Good employment and development opportunity in

Industrial area of Lucknow is present because of availability of natural and manmade resource

like Highways, Water & Power. Several Group housing schemes &Townships are being planned

or under construction in the vicinity.

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

other cultural values? What are the safeguards proposed?

Based on the nature and type of impacts, the assessment has been divided into three category i.e.

positive, negative and negligible impacts. For example the positive impacts are: job creation for

men and women, better utilization of land, preservation of environment, and infrastructure

development. Long term impacts have taken into account i.e. relocation, demography, aesthetics,

accessing utilities, and impact on archeological sites. Negative impacts include adverse impacts on

health, air pollution including noise, road safety, and odors.

Job opportunity: During the social impact assessment process, meetings were held with the

neighboring community to listen to their specific concerns. The key question raised by the local

community was the employment opportunities that would be generated in the area. The benefit

relate to the direct employment associated with the construction of the facility.

Benefits to women: The proposed township is likely to generate jobs for the women labor during

construction as well other jobs during operation phase. Once the residents move in, there is likely to

be a huge demand for “domestic help”. This could open up new additional employment

opportunities to women who were otherwise mostly exposed to strenuous farm labour.

Appreciation in land value:With the housing project coming in the area the prices of the land will

appreciate considerably. Hence the proposed project will have beneficial impact.


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Aesthetics Environment: The architectural character of the new building, the vistas and landscaped

areas created would improve the aesthetics of the area.

Transport: Additional traffic in the area is a matter of concern to the local people. This effect

would be prominent during construction as well as operation phase. Though the probability of

inconvenience faced due to the frequency of truck movement during construction phase would be

negligible compared to traffic on any national highway or state highway. The proposed prospect of

better transport facility in terms of the ring road along the eastern boundary of the site further makes

this factor insignificant.

During operation phase, the vehicular movement would be of passenger car and buses that will

cause higher noise exposure in the villages. Though the noise levels expected from the planned

operating conditions has been assessed and is likely to be within acceptable levels.

Safeguards

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

which are sensitive to the socio-cultural setting of the region.

8. BUILDING MATERIALS

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

materials produced with energy efficient processes? (Give details of energy conservation

measures in the selection of building materials and their energy efficiency).

The major materials required for construction of the proposed project will be steel, cement, bricks,

metal, flooring tiles/stones, sanitary and hardware items, electrical fittings, water, etc.

Conventional construction material will be used outsourced from authorized

vendors/sellers.

All items to be used in the proposed project will be as per the National Building Code

specification. If the building materials with high-embodied energy are locally available, it

will be used in construction.

Low embodied energy material like ready mix concrete, fly ash bricks will be used in

construction.

8.2 Transport and handling of materials during construction may result in pollution, noise &

public nuisance. What measures are taken to minimize the impacts?

Mitigation Measures for Air Pollution (Construction Stage)

To minimize the adverse impact due to air pollution during construction following measures will

be taken.


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Transportation of construction material will be done with suitable covering like tarpaulincover.

Water sprinkling shall be done at the location where dust generation is anticipated. Raw material handling yard will be enclosed from all sides.

To minimize the occupational health hazard, proper personal protective gears i.e. mask will beprovided to the workers who are engaged in dust generation activity.

The trucks used for transport will be thoroughly checked for emission parameters and properlymaintained.

The raw materials transport will be avoided during the peak hours to reduce traffic load.

Mitigation measures for Noise Pollution (Construction Stage)

Administrative as well as engineering control of noise will be implemented. To prevent

occupational hazard earmuffs / earplugs shall be given to the workers working around the

operating plant and machinery emitting high noise levels.

Use of such plant or machinery shall not be allowed during night hours.

Careful planning of machinery operations and scheduling of operations shall be done to

minimize such impacts.

Unloading of construction material will not be done during night

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

Waste from construction like excavated earth, empty cement bags, paper carton and iron rods etcwill be reused/ recycled as far as possible. Empty plastic cement bag and other plastic waste willbe used in road construction. The waste generated as PPC cement, reinforced steel, ceramic tileswill be used as a construction material.

8.4 Give details of the methods of collection, segregation & disposal of the garbage generated

during the operation phases of the project.

The philosophy of solid waste management will be to encourage the four R’s of waste i.e. wastereduction, reuse, recycling, and recovery (materials & energy). Regular public awareness

meetings will be conducted to involve the residents in the proper solid waste management plan,

options and techniques.

Estimation of solid Waste

On the basis of the solid waste being collected in different cities, the per capita rate of solid waste

generation has been adopted as 0.5 kg per day per person for residents, 0.25 kg per day per person

for workers and 0.15 kg per day per person for visitors, Horticulture waste @ 15 kg /acre, and e-

waste @ 0.15kg/capita/year. Thus the anticipated municipal solid waste worked out as below:


________________________________________________________________


Table 9: Solid waste Generation

Particulars Population Norms (kg/day) Total waste (kg/day)

ResidentialGroup Housing 48910 0.5 24455

Visitors (10%) 5000 0.15 750

Staff 2500 0.25 625Commercial

Visitors 12500 0.15 1875

Staff 1000 0.25 250

Public & Semi-PublicSchools 5600 0.25 1400

Other staff 200 0.25 50

Club & Community Centre

Visitors 1000 0.15 150

Staff 20 0.25 5

Horticulture waste (122412.38 m2) 0.0037 kg/ sqm/ day 453

Total Municipal Solid Waste 30013

Biomedical Waste

Health Centre 30 beds 0.375kg/bed/day 11.25

International Hospital 350 beds 0.375kg/bed/day 131.25

Staff 70 0.25 17.5

e-waste 0.15kg/capita/year 20

STP Sludge 40 kg per MLD 200

Collection and Segregation of waste

A Door to Door and floor to floor system through service lift or garbage chute shall be

provided for collection of solid waste generated.

Adequate number of colored bins (green and Blue - separate for Bio-degradable and Non

Bio-degradable) are proposed to be provided

Provision of temporary storage of solid waste shall be done for 48 hours at site.

Recyclable waste will be sold to authorized contractor/agencies.

Hazardous waste (Spent Oil) & e-waste will be stored at separate place. Used oil will be

sold off to authorized recyclers while there will be buy-back arrangements with the

supplier for DG Set batteries.

Litter bin will also be provided in open areas like commercial spaces, parks & play

grounds etc.

Transportation, Treatment & Disposal


________________________________________________________________


Generated Solid waste shall be segregated & collected on common solid waste collection center at

site, from where it will be transported to the nearest landfill site by the hired waste collectors for

their treatment and disposal.

Following steps have been proposed for collection, treatment and disposal of MSW:

Step 1: Segregation of MSW at source and collection from the households

Step 2: Transportation of MSW at facility

Step 3: Segregation of MSW at facility for processing

Step 4: Shredding of the compostable waste to desired particle size

Step 5: Treatment of biodegradable waste through composting/Biogas generation.

Step 6: Disposal of non biodegradable waste into sanitary landfill facility/ used for making

paving tiles.

Fig 9: Municipal Waste Management Flow Diagram

E-WasteE-Waste (Management & Handling Rule, 2016) Electronic waste, popularly known as ‘e-waste’can be defined as waste electrical and electronic equipments whole or in part or reject (such asCDs, floppies, keyboards, monitors, power plug, batteries, etc.) which have become obsolete dueto:

Advancement in technology Changes in fashion, style and status

Nearing the end of their useful life.


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Responsibility of Consumer or Bulk ConsumerAccording to E-Waste (Management & Handling Rule, 2016) responsibility of Consumer or Bulk

Consumer is given below:

Consumer or Bulk Consumer of electrical and electronic equipment shall ensure that e-

waste generated by them is channelized to authorized collection centers or registered

dismantlers or recyclers or is return back to the pick-up or take back services provided by

the producers.

Bulk consumers shall maintain records of e-waste generated by them in Form-2 and make

records available to UPPCB.

The e-waste generated from the proposed project would be suitably managed through assistance

from E-parisira.

The mantra of "Reduce, Reuse, and Recycle" applies here also.

Reduce generation of e-waste through smart procurement and good maintenance.

Reuse still functioning electronic equipment by donating or selling it to someone who can

still use it.

Recycle those components that cannot be repaired. To identify organizations who reuse or

recycle electronics.

Biomedical Waste:Health Care Centre shall have a system for management of all potentially infectious and

hazardous waste in accordance with the Amendment Bio-Medical Waste (Management &

Handling) Rules, 2016 (BMW, 2016). Hospital waste is generated during the diagnosis, treatment

immunization of human beings or animals. It may include wastes like sharps, soiled waste,

disposables, anatomical waste, cultures, discarded medicines, chemical wastes, etc. These are in

the form of disposable syringes, swabs, bandages, body fluids, human excreta, etc. This waste

is highly infectious and can be a serious threat to human health if not managed in a scientific

manner. It has been roughly estimated that of the 0.33 Tons/ day of waste generated in hospital

during studies and clinical tests, which would be infectious.

TABLE 10: BIOMEDICAL WASTEType ofWaste/Category

Colour of Bin Disposal Method Total Waste(Kg/day)

Biomedical Waste As per BMWHandling Rules

To CPCB/ MoEF/ UEPCBapproved service provider

143

COLOR CODING SYSTEMColorCoding

Type ofContainer

Waste category Transportation Treatment /disposal

Yellow Plastic Bag Human Anatomical Waste,Discarded medicines, Cytotoxic

drugs

Red Wheel Chair /local body

Incineration /Deep Burial

Red Disinfected Microbiology & Biotechnology, Red Wheel Chair / Autoclaving /


________________________________________________________________


Container /Plastic Bag

toxins, soiled waste(contaminated with blood &Body fluids, plaster, cotton,

dress), Solid Wastes(Disposables)

local body Micro-waving /ChemicalTreatment

Blue /White

PunctureProof Cont

Waste Sharps In Garbage Trolley Autoclaving /Micro-waving /chemicaltreatment anddestruction &shredding

Black Plastic BagBiodegrade

Incinerator ash (sec landfill),Chemical Waste (neutralize),

Household / kitchen waste

In Garbage Trolley Disposal insecured landfill– Bio degradable– vermin-composting /composting

The biomedical waste generation for Hospital will be around 0.143 Ton/day. This waste shall be

disposed off by MoEF/ UPPCB approved recycler.

I. SEGREGATION OF WASTE

It should be done at the site of generation of bio-medical waste, e.g. all patient care activity areas,

diagnostic services areas, operation theatre labour rooms, treatment rooms etc.

The responsibility of segregation would be with the generator of biomedical waste i.e. Doctors,

Nurses, Technicians, etc. The Bio-medical waste would be segregated as per categories

applicable.

The collection bags and the containers would be labelled as per guidelines of Schedule III, i.e.,

symbols for bio-hazard and cytotoxic. Those plastics bags which contain liquid like blood, urine,

pus, etc., would be put into red colour bag for microwaving and autoclaving and other items

would be put into blue or white bag after chemical treatment and mutilation/shredding.

II. LOCATIONS OF CONTAINERS

All containers having different coloured plastic bags would be located at the point of generation

waste, i.e., near OT tables, injection rooms, diagnostic service areas, dressing trolleys, injection

trolleys, etc.

III. TRANSPORTATION OF WASTE

The trolleys which are used to collect hospital waste would be designed in such a way that there

should be no leakage or spillage of bio-medical waste while transporting to designated storage

site. Within the hospital, waste routed must be designated to avoid the passage of waste through

patient care areas as far as possible.


________________________________________________________________


Separate time schedules will be prepared for transportation of Bio-medical waste and general

waste. It will reduce chances of their mix up. Dedicated wheeled containers, trolleys or carts with

proper label (as per Schedule IV of Rule 6) would be used to transport the waste from the site of

storage to the site of treatment.

Trolleys or carts would be thoroughly cleansed and disinfected in the event of any spillage. The

wheeled containers would be designed in such a manner that the waste can be easily loaded,

remains secured during transportation, does not have any sharp edges and easy to cleanse and

disinfect.

IV. STORAGE OF WASTE

Storage refers to the holding of Bio-medical waste for a certain period of time at the

site of generation till its transit for treatment and final disposal.

No untreated bio-medical waste shall be kept stored beyond a period of 48 hours.

The authorised person will take the permission of the prescribed authority, if for any

reason it becomes necessary to store the waste beyond 48 hours.

The authorized person would take measures to ensure that the waste does not adversely

affect human health and the environment in case it is kept beyond the prescribed limit.

WASTE IN YELLOW BAGS/CONTAINER:

As per the BMW, 2016 this category of waste can be disposed off by incineration,

Bio Medical Waste disposal: The Integrated Health Care Campus has contracted by approved

vender for the disposal of BMW waste.

WASTE IN RED BAG/CONTAINERS:

As per the BMW, 2016 after Autoclaving this category of waste can be disposed.

V. AUTOCLAVE:

Autoclaves process is an appropriate technology for treatment of microbiology laboratory

waste, human blood and body fluid waste, waste sharps and non anatomical waste.

It is time tested process of sterilization of medical waste using high temperature & high

pressure steam.

Temperature of at least 121 0C at a pressure of 105 K pa for a period of at least 60 minutes,

widely used autoclaving methods includes:

The induced vacuum method where the steam is introduced into a vacuum.

The gravity displacement method where is the steam entering the chamber displaces the air.


________________________________________________________________


9. ENERGY CONSERVATION

9.1 Give details of the power requirements, source of supply, backup source etc. What is theenergy consumption assumed per square foot of built-up area? How have you tried tominimize energy consumption?

Electricity Requirement

Total Electricity Requirement= 25 MW

Source of Electricity: U.P Power Corporation Ltd.

Backup Supply: as per the requirement.

Energy Conservation Measures & Management Plan:In the Operational Phase, appropriate energy conservation measures & management plan will be

adopted in order to minimize the consumptions of non-renewable energy. The following practices

will be adopted.

The water supply pumping system will be provided with variable speed drive to conserve

energy at part load.

LEDs and T-5 lamps will be used.

50% street lighting will be powered by solar lighting. LED will be used in place of sodium

lamps.

The DG sets will be automatically controlled to optimize the usage based on the actual load

requirement at any given time. These measures will effectively cut down the electricity/

diesel consumption.

9.2 What type of and capacity of power back up to you plan to provide?

Power requirement: 25 MW.

Source of Power: U.P Power Corporation Ltd.

Back up DG sets: As per the requirement.

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

characteristics related to both short wave and long wave radiation?

The proposed project, being a Township project will not involve significant use of glass. This is a

Township & Area development project and very little of glass will be used mainly for windows.

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

applications made in the proposed project.

Efforts will be taken for energy conservation using passive solar architecture, wherever it is

possible. Projections, shades, façade elements will be provided.


________________________________________________________________


9.5 Does the layout of streets & buildings maximize the potential for solar energy devices? Have

you considered the use of street lighting, emergency lighting and solar hot water systems for

use in the building complex? Substantiate with details.

Yes, the layout of buildings has been done as per sun path analysis so that the design

cuts direct radiations of critical hours specific to the orientation.

Emergency lighting will be provided with Generator set.

Solar energy will be used for street lighting.

50% of street lights will be powered by solar lighting. Also automatic light sensors will

be installed to facilitate automatic off-on action resulting in significant amount of

energy saving.

9.6 Is shading effectively used to reduce cooling/heating loads? What principles have been used

to maximize the shading of Walls on the East and the West and the Roof? How much energy

saving has been effected?

Pergolas, projections, facade elements will be provided to reduce cooling loads. Green

areas and open areas will be so spaced that a reduction in temperature is achieved.

Roofs will be painted with reflective, aluminum based paints with solar reflectance

ranging from 0.3-0.6. This will result in less absorption of sunlight causing 40% back

reflection and less heating of building structures during summer season.

9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical systems?

Provide technical details. Provide details of the transformers and motor efficiencies, lighting

intensity and air-conditioning load assumptions? Are you using CFC and HCFC free

chillers? Provide specifications.

Yes, the rooms will be so dimensioned that effective air conditioning can be carried out.

Common/Public areas will be cooled by natural ventilation. The design of the buildings will be

such that maximum use of natural lighting can be achieved. The walls, roofs and openings will

be so designed that influx of heat is minimum.

Energy Efficient Features:

Maximum utilization of natural light.

LEDs& T-5 lighting fixtures in the common areas and Truelite fluorescent lamps in

basements.

Use of solar lights partly in open areas and landscaped area.

Appropriate thermal insulation in walls and roofs to reduce heat gain and loss.

Glazing glass: to keep the U value as per ECBC.


________________________________________________________________


External glazing will be below 40% of the total vertical surface as per ECBC.

9.8 What are the likely effects of the building activity in altering the microclimates? Provide a

self-assessment on the likely impacts of the proposed construction on creation of heat island

& inversion effects?

Heat emission from the proposed construction can be from the following sources:

Heat absorbed from the paved and concrete structures, heat generated from equipments /

appliances, and due to increased population in the proposed complex. However the heat generated

will not be significant and will be dissipated in the lush greens and open areas provided within the

premises. Hence it can be concluded that the heat island effect shall not be a concern for the

concerned project.

9.9 What are the thermal characteristics of the building envelope? (a) Roof; (b) external walls;

and (c) fenestration? Give details of the material used and the U-values or the R-values of

the individual components.

The U-values of the roof, external wall and fenestration of the building will meet the requirements

as specified in the Energy

Conservation Building Code (ECBC)S.No. Component Material Used Permissible U-Value as per ECBC

(W/m2-0C)1 Roof Concrete 0.4092 External wall Brick 0.443 Fenestration Glass Facade 3.3

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

emergency plans.

Adequate fire protection facilities will be installed including fire detectors, fire alarm and fire

fighting system to guard the building against fires. All fire protection facilities are designed as per

the latest National Building Code. The approvals in this regard have been obtained.

Fire Safety

The building materials shall be of appropriate fire resistance standard. Further, design of school

building will be as per NBC, 2005, which include following provisions:

The electrical systems shall be provided with automatic circuit breakers activated by the

rise of current as well as activated by over current.

Fire detection systems

Manual operated Fire Alarm systems at appropriate places

Double door and Double stairs in building will be provided

Bell Mouth Traffic entry/exit from 60 m wide road

Access for fireman


________________________________________________________________


Provision of Mechanical ventilation for air conditioned room will be made.

Adequate fire fighting requirement shall be taken into account while designing the

electrical distribution system

Sprinkler system

The Basements will be equipped with sprinkler system of fire fighting and the sprinkler

heads shall be distributed as per the National Building Code. The sprinkler pump will be

suitable for automatic operation when there is a drop of pressure in the system. Sprinklers

shall be provided throughout the basement area with separate sprinkler risers as required.

All the risers shall be provided with installation control valves and a hydraulic alarm. An

electrical sensor flow switch will be provided on each floor and connected to the fire

control panel in the security room, to identify the affected floor immediately.

The building will conform to the provisions of National Building Code as well as the

provisions of State Fire Safety by Laws and will be provided with adequate arrangement to

overcome fuel hazards to the satisfaction of authority.

9.11 If you are using glass as wall material provides details and specifications including

emissivity and thermal characteristics.

The project being a Township & Area Development, will not involve significantly use of glass as

wall material.

9.12 What is the rate of air infiltration into the building? Provide details of how you are

mitigating the effects of infiltration.

Adequate provisions are provided to mitigate the effects of air infiltration

9.13 To what extent the non-conventional energy technologies are utilized in the overall energy

consumption? Provide details of the renewable energy technologies used.

Solar Energy will be used for external lighting. No other technologies are viable in the case. Solar

Water Heating Systems will be used.

10. ENVIRONMENT MANAGEMENT PLAN

Environment Management Plan will be provided with EIA Report.

Expansion of Integrated Township “One World”at Baghamau Village, Distt. -Lucknow (U.P) TERMS OF REFERENCE__________________________________________________________


The Terms of Reference to Carryout the Assignment

1. GENERAL

1.1 This Terms of Reference covers the technical specifications for conducting an

Environmental Impact Assessment (EIA) study for the Expansion of Integrated

Township at Baghamau Village, Dist. –Lucknow, (U.P). For the purpose of the EIA

study, the term environment shall mean the physical, biological and socio-economic

environment.

2.1 For the purpose of assessing impacts, the project shall include all processes and

activities associated with planning, design, site preparation, pre-construction,

construction, operation & maintenance and post operation monitoring shall be

suggested in the EMP.

3.1 The study area to be considered for the purpose of assessing the impacts on the

environment shall be determined as per the applicable EIA guidelines as well as the

requirements of MoEF Govt. of India, and the State Level Environmental Impact

Assessment Authority. It is proposed to study an area covering 10 km radius from the

site.

2. SCOPE OF WORK

2.1 Environmental Impact Assessment (EIA) Study shall include an evaluation of the base

level environmental quality, a qualitative and quantitative estimation of environmental

concerns. The report will also consist of suggested mitigatory measures and an

Environmental Management Plan covering the pre-construction, construction and

operation phases of the project including the management and financial aspects. The

EMP will be part of contract documents. Preparation of EIA Report shall be based on

one season of data. The study would primarily aim at finding answers to the following

questions:

i) What will happen as a result of the project?

ii) What will be the extent of change?

iii) Do the changes matter?

iv) If yes, then what can be done about them?

The report would assist in assessing the environmental impacts of the project, suggest

corrective measures and make presentations before the Environmental Impact

Assessment Authority for the purpose of seeking Environmental Clearance under the

Environment Protection Act 1986. The broad scope of work would therefore involve:



A. Review of regulatory requirements and suggesting compliance / measures.

B. i) Marking a radius of 10 km from the site and locating key environmental

concerns including flora, fauna, aquatic resources, ecologically sensitive areas,

forests, sanctuaries, monuments, schools, religious places etc.

ii) Collection of base level environmental quality as per procedures prescribed in

the E.I.A. Manual of Govt. of India with reference to –a. Surface and ground water quality and quantity.

b. Sediment quality and texture in water bodies.

c. Land use patterns.

d. Ambient air quality.

e. Noise quality in study area and in silence zone.

f. Socio-economic including demography, epidemiology, health status,

availability of basic amenities like safe drinking water, medical and

education facilities.

C. Qualitative and Quantitative Assessment of critical concerns generated from the

project in the pre-construction, construction and operation phases and including:

i) Emissions from D.G.Sets, construction sites, material handling etc.

ii) Generation of Municipal Solid Wastes.

iii) Generation of Bio-Medical Wastes

iv) Generation of e-Wastes

v) Hazardous wastes including plastic and battery wastes.

vi) Sewage wastes

vii)Waste generated from floating population within the campus.

viii) Parking

ix) Risk and fire assessment, chemical storage and handling

D. Assessing the impact of the project on critical environmental concerns.

E. Suggesting mitigatory measures for all concerns identified.

F. Draw up an Environmental Management Plan for the pre-construction,

construction and operation phases in order to ensure compliance with law and

fulfill social responsibility.

G. Carry out Annual Environmental Audits for 5 years as prescribed under the E.P.

Act.

H. Carry out Annual Energy Audits for 5 years.



3. ENVIRONMENTAL IMPACT ASSESSMENT (EIA)

The Environmental Impact Assessment shall be viewed as an important tool for

incorporating environmental concerns at the project level. EIA shall at least be carried

out at the project design stage so that environmental consequences could be

characterized early in the project cycle and accounted for in the project design so that

the project could be environmentally sound and sustainable.

The primary objective of the proposed EIA study shall be to safeguard the

environment during planning, design, construction and operation of proposed Hospital

/ Schools by mitigating environmental impacts envisaged during these phases of the

project and to obtain statutory site clearance and environmental clearances for the

proposed project to comply with the regulatory requirements.

The Environmental Impact Assessment (EIA) shall be based on one season field

monitoring data (except monsoon). The EIA study shall cover the environmental

components, aspects and activities as given under following clauses.

3.1 AIR ENVIRONMENT

Climatological data will be obtained from nearest India Meteorological Department

(IMD) station for one full year. Micro meteorological data consisting of wind speed,

wind direction, temperature, cloud cover, (amount and height), humidity, inversions,

rainfall (peak and average daily rainfall) and wind rose patterns, from primary and

secondary sources in the study area.

Baseline data of air pollutant parameters extending an area of 5 KMs from the project

should be monitored at a number of locations. Description of base line data of ambient

air parameters namely RSPM (PM10 & PM2.5), Nitrogen dioxide, Sulphur dioxide, and

carbon monoxide are to be collected. One season data is to be monitored other than

monsoon as per the CPCB Norms. Sampling locations are to be located as per CPCB

norms.

a) The study on air environment shall broadly cover the following:

Monitoring the existing status of ambient air quality within the study area.

Minimum 5 locations will be selected in the project influence area.

Monitoring the site-specific meteorological data, viz. wind speed and direction,

humidity, ambient temperature, rainfall etc. In the present case IMD data from

Safdarjung or the nearest station will be procured.

Quantitative estimation of air emissions expelled from all the phases of the

project.



Impact assessment based on modelling air quality.

Suggesting mitigation measures.

3.2 NOISE ENVIRONMENT

The study on noise environment shall broadly cover the following:

Monitoring the present status of noise levels within the study zone and

specifically the silence zones.

Identification of impacts on ambient noise levels within the study area and

specifically the silence zone.

Recommendations on mitigation measures for noise pollution

b) Noise levels shall be monitored at all the ambient air quality monitoring locations.

Noise readings shall be taken every hour for 24 hours, once at each location.

Additional Noise Monitoring Locations will be selected near Noise Sensitive

Receptors

3.3 WATER ENVIRONMENT

a) Deterioration in surface water quality can occur during both the construction and

operation phases. During construction, pollution may result from soil runoff and

sanitary wastes from construction camp. The study on water environment shall

broadly cover the following:

Baseline status of surface and ground quality and quantity

Water availability for the project

Hydro-geological Investigation

Prediction of impacts on the water quality and quantity of the receiving water

body or stream.

Assessment of impacts of the project on ground and Surface water sources in

the study area

Evaluation of the proposed pollution prevention and water treatment and

suggestions on modification, if required.

b) Water environment includes both surface and ground water environment. Water

availability in the area has to be assessed. Samples of both ground and surface

shall be collected along the study area. Water quality shall be measured as per

IS:10500, 1991 and amendments for ground water and Class of water as per CPCB

standards for Surface water according to Standard Methods. It is suggested that

minimum 3 ground water samples and surface water source available within study

area will be collected to characterize the baseline scenario.



3.4 LAND ENVIRONMENT

a) The study on land environment shall broadly cover the following:

Geography & physiography

Regional geology and structure of the project area

Tectonics and earthquakes

Critical review of the geological features around the project area;

Impact of the project on geological environment;

Studies on soil characteristics, existing land use and topography, landscape and

drainage patterns within the impact zone.

Estimation of impacts of project on land use, landscape, topography, drainage

and hydrology.

b) Baseline data collection shall include the following:

Land-use pattern around the project site, i.e., forest cover, agricultural land,

industries, residential and commercial areas, ecologically sensitive areas based

on primary and secondary data.

Soil quality data in the project region for parameters, i.e., texture, % moisture,

sand, % silt, % clay, % organic matter, alkalinity, acidity, Sodium Absorption

Ratio (SAR), specific gravity, bulk density, porosity/void ratio, infiltration

capacity, pH, electrical conductivity, NPK values and Ca, Mg & K, Chlorides,

Sulphates and Carbon, Iron, Copper, Zinc, Manganese, NaCl, Na2CO3. Land

use study in an area of 10 / 15 km. around project site shall be carried out. The

minimum number of recommended samples is 4 in the entire project.

3.5 BIOLOGICAL ENVIRONMENT

a) The study on biological environment shall broadly cover the following:

Collection of available information on both terrestrial and aquatic flora and

fauna, including rare and endangered species in the project area

Assessment of species diversity, density, abundance and vegetation cover in

the project area

Estimation of anticipated impacts on fisheries and other useful aquatic flora

and fauna

Assessment of potential damage to terrestrial and aquatic flora and fauna due

to the project.

Assessment of damage to terrestrial flora and fauna due to pollution, land use

and landscape changes.



Assessment of damage to aquatic and terrestrial flora and fauna (including

fishing) due to physical disturbances and alterations.

Prediction of biological stresses within the impact zone of the proposed

project.

Delineation of mitigation measures to prevent and/or reduce the impact.

b) Data on flora and fauna, both terrestrial and aquatic, near the site and in the study

area surrounding the project site shall be collected based on actual field visits and

secondary data. Actual field visits may be undertaken to find out native and

endangered species, if any, in the area.

3.6 SOCIO-ECONOMIC ENVIRONMENT

a) The study on economic environment shall broadly cover the following:

Collection of demographic and related socio-economic data

Collection of epidemiological data, including studies on prominent endemic

diseases (e.g. fluorosis, malaria, filaria, malnutrition) and morbidity rates

among the population within the impact zone

Projection of anticipated changes in the socio-economic and health due to the

project and related activities including traffic diversion and delineation of

measures to minimize adverse impacts.

Assessment of impact on significant historical, cultural and archaeological

sites/places in the area.

Assessment of economic benefits arising out of the project.

Assessment of rehabilitation requirements with special emphasis on scheduled

areas, if any.

b) The existing quality of life of the people in the area surrounding the project sites

shall be assessed. The following baseline information shall be collected through

secondary sources:

i) Health Status: The general health status of the population shall be assessed

from district level health records.

ii) Basic Amenities: Information shall be collected on drinking water resources

and water supply, medical facilities, educational facilities, sanitation facilities,

recreational facilities, transportation, communication and power supply.



iii) Sensitive Locations: All sensitive locations falling within study area shall be

identified with respect to drinking water and surface water bodies,

archaeological sites and public utility lines such as power cables, roads and

railway lines, etc. Information shall be collected on major industrial and

commercial activities, archaeological monuments and monuments of cultural

and historic importance, places of scenic beauty within 10 / 15 km of the

project site, festivals, rituals and recreational habits of the indigenous people

based on the secondary data.

This EIA report is presented as per the Appendix-III of the EIA Notification of the

Ministry of Environment and Forests (MoEF), Government of India and Terms of

Reference prepared by ASCI, Hyderabad, India.

Chapter-1: Introduction:

This section deals with the EIA study, scope of work and the methodology for EIA. It

also provides information on the project proponent, location of the project and its

importance to the country.

Chapter-2: Description of the Project:

This chapter includes a description of the project including the general features,

manmade features, design and planning etc. The information on need of the project is

also provided.

Chapter-3: Description of the Environment:

This section describes the Existing Environmental Scenario (Baseline Data) in detail.

The sections on Meteorological baseline, components of the biophysical and natural

environments including Air and Water quality, cultural properties in the study area and

quality of life add up to give a comprehensive picture of the existing environment at

site in the study area of 10 km. radius.

Chapter-4: Anticipated Environmental Impacts and Mitigation Measures:

This section details with environmental impacts and the mitigation, avoidance and

environmental enhancement measures to be included in the Environmental

Management Plans. In addition to the avoidance and mitigation measures for the

biophysical and natural environmental components, this chapter also discusses various

environmental enhancements suggested by the project including the enhancement of

common property resources such as community water bodies and cultural resources.



Chapter-5: Specific Studies:

Describe the project energy requirements, infrastructure requirements needed for this

activity. Discuss the steps taken to integrate the needs of other stakeholders into the

location and design of access infrastructure to reduce and manage overall

environmental impacts from resource development.

Chapter-6: Environmental Monitoring Program

The Description of Frequency, location, parameters of monitoring and Compilation

and analysis of data and reporting system.

Chapter-7: Additional Studies

Risk Assessment & Disaster Management Plan & Natural resource conservation

Chapter-8: Project benefits

This section details out the improvements in physical infrastructure, social

infrastructure if any. Also it details out any employment potential and other benefits

that are accrued if the project is taken up.

Chapter-9: Environmental Management Plan (EMP)

This section will suggest strengthening for ease of implementation of the

environmental component of the project. It goes on to describe the set-up required, a

reporting system and training needs to ensure that an environmental system for the

effective implementation of EIA is put in place.

Chapter-10: Summary & Conclusion (Summary EIA)

This document will summarize the significant findings of the study. The summary will

describe each significant environmental issue and its resolution in sufficient detail so

that its importance and scope, as well as the appropriateness of the approach taken to

resolve it are well understood. Wherever possible, the summary should make use of

base maps, tables and figures given in the report. The following should be addressed

in the summary if applicable: -

Potential interruption or limitation of accesses to dwellings, businesses or

productive resources either permanently or temporarily;

Encroachment or reduction of green areas, parks, and other recreational areas;

Demolition of buildings high architectural or historical value;

Potential deterioration of urban quality and property value in the immediate



vicinity of the works or deterioration of unique architectural characteristics in

the neighbourhood;

Chapter-11: Disclosure of Consultant

This chapter willl include the names of the consultants engaged with their brief resume

and nature of consultancy rendered.

4. METHODOLOGY

4.1 The Consultant will follow the methodology given as under while carrying out the

EIA Study:

Review of the features of the project to determine the applicability of various

environmental regulations and laws

Analysis of various regulatory requirements applicable for undertaking EIA study

Collection of relevant baseline data through primary and secondary sources

followed by their analysis and interpretation

Prediction of potential beneficial and adverse environmental impacts due to the

proposed project

Evaluation of overall impacts of the proposed project on various environmental

components within the study region

Identification of mitigation measures to mitigate/minimize the adverse impacts and

to enhance and strengthen the beneficial impacts

Formulation of an integrated Environment Management Plan with proper

allocation of resources and responsibilities to enable effective implementation of

the EMP

4.2 Review of Regulatory Requirements

The Consultant shall review in general and environmental regulations in particular to

identify those features, which are applicable to the project and its activities directly

and indirectly. Various procedural requirements as well as requirements pertaining to

performance levels of various processes/activities of the project as may have been

stipulated in various regulations and applicable to the project shall be discussed and

implications of the same on the project shall be conferred.



4.3 Baseline Data Collection

In line with the objectives laid down for the study and the scope defined above, the

Consultant shall identify the relevant environmental parameters that need to be

collected and analysed. The Consultant shall collect primary data wherever required

and secondary data will be used that are available and relevant to delineate a clear

baseline status of the environment. While analyzing the existing environmental

condition, an assessment will be made against regulatory standards wherever

applicable. The Consultant shall also make reasonable efforts to establish linkage with

possible causes of degradation for those environmental attributes, which represent a

relatively (compared to regulatory standards) degraded environmental condition

through analysis of baseline data.

The Consultant shall define the study area within the study region defined above

taking into account the probable regions of influence of major project related

environmental impacts and collect data on relevant physical, biological and socio-

economic conditions. Environmental components to be analyzed shall include but not

limited to the following:

Physical: Geology, topography, soils, climate and meteorology (with emphasis on

critical season/s), rainfall, ambient air quality, surface and groundwater hydrology,

catchments, stream water quality status, noise, drainage, etc.

Biological: Forests and its classification (density, diversity, flora, fauna, etc.)

ecologically sensitive areas (sanctuaries, national parks, endangered species, wildlife

habitat etc.) wildlife in project region, water bodies, and their current usage.

Socio-economic conditions: Population, land use, proposed and planned development

activities, community structure, employment, distribution of income, health

conditions, civic amenities, project affected etc.

4.4 Prediction of Environmental Impacts

The EIA study shall analyse the project and its activities (ranging from construction to

decommissioning) to determine additional environmental burden that the project might

exert on the existing environment and predict the level of their manifestations on

various environmental attributes. For the purpose of prediction of incremental change



in environmental quality, use of acceptable predictive models and tools wherever

applicable will be made.

4.5 Evaluation and Assessment of Impacts

The EIA report will evaluate significance of all environmental impacts having positive

or negative, short term or long term, direct and indirect impact categories associated

with different phases of the project development and implementation. Impacts, if any,

those are irreversible and/or cannot be avoided or mitigated should be identified and

discussed adequately. The resulting environmental quality after due consideration of

the incremental change due to the project shall be analysed against applicable

regulatory standards where applicable. The impacts shall be evaluated based on their

magnitude, frequency and duration using acceptable techniques as may be relevant.

4.6 Environmental Management Plan (EMP)

The EIA study will contain detailed EMP covering the measures to mitigate and or

minimize the adverse impacts. The EMP shall also include Risk Assessment &

Disaster Management Plan, Monitoring and Post-Project Monitoring Plans, EMP

Implementation Plan and cost of EMP. In formulating the EMP, the consultant will

integrate all these plans and findings of all modelling and sector-specific studies

undertaken by the elsewhere. The EMP shall cover, but not limited to the following

details:

Mitigation Measures: For each of the significant adverse impacts, the EMP will

recommend measures to eliminate and or mitigate the impact. Mitigation measures

would include technical options & alternatives, appropriate Management plan &

practices as may be applicable along with their cost implications. In case any impact is

immitigable, the same would be discussed adequately.

Risk Assessment & Disaster Management Plan (RA & DMP): A Risk Assessment

and Disaster Management Plan will be prepared covering all activities during pre

construction, construction and operation phases of the project.

Monitoring Plans: The EMP shall also include environmental monitoring plan for

Pre Construction, Construction and operation phases. Environmental monitoring plan

shall monitor various environmental parameters for ensuring compliance against



regulatory standards and also to enable comparison against the baseline scenario. A

post-project monitoring plan shall be formulated to monitor the changes in the

environmental quality after implementation of the expressway project.

Capacity Building for EMP Implementation: The EIA study shall prescribe the

Implementation Schedule and Plan for effective implementation of EMP. This shall

involve identification of institutional stakeholders, their set-up and capacity and to

propose a framework for institutional capacity building.

Resource Allocation and Conservation: The cost, both capital and recurring,

associated with implementation of each mitigation or enhancement measure prescribed

in the EMP shall be quantified and responsible implementing parties shall be

identified. Each measure shall be drafted as contract clauses giving details of their

technical and financial specifications, which shall be incorporated in implementation

agreements.



LOCATION AND BASELINE MONITORING STATIONS

Ambient Air, Noise & Soil Monitoring Locations

S. No. Location Code Location Distance & Direction

1 L-1 Village- Baghamau O Km

2 L-2 Village- Bajoopur 5 Km (SE) Downstream

3 L-3 Village- Khiron 3.3 Km (EEN) Downstream

4 L-4 Gomti Nagar Extn (Sec-4) 2.2 Km (NW) Upstream

5 L-5 Village- Ahmamau 3.2 Km (SW)

Water Quality Monitoring Locations

S. No. Location Code Location Distance & Direction

1 L-1 Village- Baghamau O Km

2 L-2 Village- Bajoopur 5 Km (SE) Downstream

3 L-4 Gomti Nagar Extn (Sec-4) 2.2 Km (NW) Upstream

4 SW Gomti River near Shaheed path

Documents

environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/online/EC/... · 2017-09-25 · Sitapur -88 km 12 Village Panchayats, Zilla Parishad, Muncipal corporation, Local