APPENDIX I(See paragraph-6)

FORM 1I. Basic Information

S.No Item Details1. Name of the Project Construction of Proposed MSB IT/ITESBuilding2. S. No. in the Schedule 8 (b) - Townships and Area Development Project3. ProposedCapacity/area/length/tonnage to behandled/command area/leasearea/number of wells to be drilled.Total plot area: 49998.49 m2Total built up area: 3,31,346 m2

4. New/Expansion/Modernization Amendment to the Environmental Clearanceissued vide SEIAA/TN/F.523/EC/8(a)/213/2012dated 05.09.2013 Annexure 15. Existing capacity/Area etc NA6. Category of Project i.e. ‘A’ or ‘B’ ‘A’As per MoEF&CC Notification S.O. 3999(E) dated:9th December, 2016.7. Does it attract the general condition?IF yes please specify. No8. Does it attract the specific condition?If yes please specify. No9. LocationPlot/survey/khasra No. 56/1B, 75/1, 75/5, 76/1A1, 76/1C1B, 76/4(Part1&2), 76/5, 57/3B, 56/2A4A, 56/2A2B,56/2B2A, 76/2B, 76/2A, 56/2A2A, 76/3, 75/2A,75/2B, 75/4, 76/8, 75/8A1, 75/8A2, 75/7,84/2B, 75/6, 56/2A4B, 56/2B2B, 75/3A, 75/3B,76/7, 76/10, 76/1C1A1, 76/1A2, 76/1B, 76/1C2,76/1D, 83/3, 84/3, 86/4A,76/9Village Pallikaranai VillageTehsil Sholinganallur TalukDistrict KancheepuramState Tamil Nadu10. Nearest Railway station/Airportalong with the distance in kms. Railway Station:Velachery Railway Station-2.5 Km - NNETambaram Railway Station – 10 Km - WSWAirport :Chennai Airport -6.0 Km – NW11. Nearest town, city, District Head Nearest Town: Pallikaranai – 0.33 Km - SE

quarters along with distance in kms. Nearest City: ChennaiDistrict Head Quarters: Kancheepuram (70 Km)12. Village Panchayats, Zilla Parishad,Municipal Corporation, Local Body(complete postal addresses withphone nos. to be given)Ripon Buildings,No.1131, EVR Periyar Salai,Park Town, Chennai-600 003, Tamil NaduPhone No: +91442538451013. Name of the applicant Dr.S.Thayalan and Others14. Registered Address No.27, Second street,Balaji Nagar, Royapettah,Chennai – 600 014, Tamil Nadu.15. Address for Correspondence Dr. S ThayalanC/O Ramakrishnan SankaranK Raheja CorpRegus Olympia,Olympia Techpark, Level-2, Altius Block,No.1 SIDCO Industrial Estate,Guindy, Chennai 600 032, Tamil Nadu.Board: +91 44 4299 4022Direct: +91 44 4299 4023Mobile: +91 98840 96768Email: rsankaran@kraheja.com16. Details of Alternative sites examined,if any. Location of these sites shouldbe shown on a toposheet. No alternative sites examined.

17. Interlinked Projects No18. Whether separate application ofinterlinked project has beensubmitted. NA19. If yes, date of submission NA20. If no, reason Since it is a commercial Project, no interlinkedprojects are envisaged.21. Whether the proposal involvesapproval/clearance under: if yes,details of the same and their status tobe given.(a) The Forest Conservation Act,1980?(b) The Wildlife Protection Act,1972?(c) The C.R.Z notification, 1991?

No

22 Whether there is any GovernmentOrder/Policy relevant/relating to thesite? No23. Forest Land involved (hectares) No

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

No

II. Activity

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

NoInformation /

Checklistconfirmation

Yes/No

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

information data1.1 Permanent ortemporary change inland use, land coveror topographyincluding increase inintensity of land use(with respect to localland use plan)

No The proposed project site is earmarked forcommercial development as per the land useletter. Land use letter is enclosed in Annexure 2.

1.2 Clearance of existingland, vegetation andbuildings? No NA1.3 Creation of new landuses? No NA1.4 Pre-constructioninvestigations e.g.bore houses, soiltesting?

Yes Soil investigation Report is enclosed inAnnexure 3.

1.5 Construction works? No At present, there is no construction activity at thesite.1.6 Demolition works? No No demolition is required.1.7 Temporary sites usedfor construction worksor housing ofconstruction workers?No Construction workers will be hired from nearbyarea and so no temporary labor hutments areproposed. Proper sanitation facilities will beprovided at the project site.1.8 Above groundbuildings, structuresor earthworksincluding linearstructures, cut and fillor excavationsYes Approximately around 1,96,282m3 of soil wouldbe excavated for foundations. The excavated earthwill be used for back filling, set back area, podium,OSR and also for road formation. Top soil will bestacked separately and used for green beltdevelopment.1.9 Underground worksincluding mining ortunneling? No Not Applicable.

1.10 Reclamation works? No Not Applicable1.11 Dredging? No Not Applicable1.12 Offshore structures? No Not Applicable1.13 Production andmanufacturingprocesses? No Not Applicable

1.14 Facilities for storageof goods ormaterials? Yes 1.Temporary storage will be done at the projectsite during the construction phase.2.Separate raw material handling yard will bemade as per requirement. Cement will beseparately stored under covered bags. Sand will bestacked neatly under tarpaulin cover. Bricks andsteel will be laid in open.3.The raw material handling yard will be locatedwithin the project site and separated by suitableenclosures to eliminate surface runoff and airpollution.1.15 Facilities fortreatment or disposalof solid waste orliquid effluents?Yes Solid WasteAbout 8174 Kg / day of solid wastes likely to begenerated.

Waste Quantity(kg/day)

DisposalmethodOrganic Blocks I,II, III 2385 Treated in BioMethanationfacilitySludge Blocks I,II, III 65Inorganic Blocks I,II, III 5566 Sold to authorizedvendorsE Waste Blocks I,II, III 158 disposed toAuthorised TNPCBrecyclers once insix months.

Liquid EffluentDetails Population Quantity offreshwaterrequiredSewagegenerated STPCapacity

Construction 600 27KLD 25KLD Septictankswithsoak pitsOperation 31803 786 1303 2 STPswill beinstalledAbout 1303 KLD of treated waste water will begenerated of which 645 KLD will be used for toiletflushing and the remaining will be used for green beltdevelopment (55 KLD) and cooling purpose (538KLD). There will not be any excess water disposal toCMWSSB sewer during non rainy days. During rainydays 55 KLD of treated sewage will be disposed toCMWSSB sewer. Also the only 496 KLD will be metfrom CMWSSB and balance 290 KLD will be met fromtreating Roof top rain water. Detailed water balance isattached in Annexure 4 & 4a.1.16 Facilities for long No No long-term housing facilities proposed as most

term housing ofoperational worker of the skilled/unskilled manpower required forthe construction /operation activities will be hiredfrom the nearby villages.1.17 New road, rail or seatraffic duringconstruction oroperation?No NA

1.18 New road, rail, airwaterborne or othertransportinfrastructureincluding new oraltered routes andstations, ports,airports etc?

No Not applicable as the existing 200 feet Radial Roadwill be used as access road. Internal road of 9.0 mwidth will be provided for smooth movement ofvehicles.1.19 Closure or diversionof existing transportroutes orinfrastructure leadingto changes in trafficmovements?

No Not applicable

1.20 New or divertedtransmission lines orpipelines? No Not envisaged1.21 Impoundment,damming, culverting,realignment or otherchanges to thehydrology ofwatercourses oraquifers

No Not applicable

1.22 Stream crossings? No Not applicable1.23 Abstraction ortransfers of waterform ground orsurface waters?No Water will be obtained from CMWSSB. Acceptanceletter from CMWSSB for water supply is attachedin Annexure 5.1.24 Changes in waterbodies or the landsurface affectingdrainage or runoff?No There will not be any change in the drainagepattern or nearby water bodies.

1.25 Transport ofpersonnel ormaterials forconstruction,operation ordecommissioning?Yes The existing 200 feet radial road will be utilizedfor the transportation of material and personnelduring construction and operation phase.

1.26 Long-termdismantling ordecommissioning or No Not applicable

restoration works?1.27 Ongoing activityduringdecommissioningwhich could have animpact on theenvironment?No Not applicable.

1.28 Influx of people to anarea in eithertemporarily orpermanently?Yes Influx of the people in both the phases will betemporary.

Construction phaseTemporary influx of around 600 people will beengaged for the activity.Operation phaseSince the proposed project is a MSB IT Park therewill be permanent influx of (approx.) 31803people.1.29 Introduction of alienspecies? No Not applicable1.30 Loss of native speciesor genetic diversity? No Not applicable1.31 Any other actions? No None.

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

S. No. Information / Checklistconfirmation

Yes/No

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

source of information data2.1 Land especially undevelopedor agricultural land (ha) Yes The land is earmarked for MSB IT/ITESbuilding.2.2 Water (expected source &competing users) unit: KLD Yes The water requirement is 2089 KLD.Source Quantity SourceFresh waterrequirement 786 CMWSSBTreated water 1303 Recyclingof wastewaterWater will be sourced from CMWSSB. Waterbalance is enclosed in Annexure 4.2.3 Minerals (MT) No -

2.4 Construction material-stone,aggregates, sand/ soil(expected source-MT) Yes Following construction materials will be used.S.N

oMaterial

DescriptionQuantity Unit1 Cement 97,120.78 Bag2 River sand 19,677.44 Cum3 Jelly 19,677.44 Cum4 Reinforcementsteel 15,442.43 MT5 Solid Blocks 46,32,724.64 No6 Glass 80,300.57 Sft7 Wood ( Teak) 2,362.50 Cft8 Wood (Sal) 14,175.00 Cft9 Tile 20,07,514.01 Sft10 Granite 3,08,848.32 Sft11 Brick 2,25,000.00 No12 Paint 4,64,754.94 Lit2.5 Forests and timber (source–MT) No Not applicable2.6 Energy including electricityand fuels (source, competingusers) Unit: fuel (MT), energy(MW)

Yes Power requirementDetails Capacity SourcePowerRequired Block I – 11,645 kvaBlock II – 6002 kvaBlock III – 6002 kva TNEBBack up Block I – 6 x 2000 kvaBlock II – 4 x 1650 kvaBlock III – 4 x 1650kva

DG sets2.7 Any other natural resources(use appropriate standardunits) No Not applicable

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

S.No.

Information / Checklistconfirmation

Yes/No

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

source of information data3.1 Use of substances or materials,which are hazardous (as perMSIHC rules) to human healthor the environment (flora,fauna, and water supplies)No This is a construction of MSB IT/ITES buildingproject & no storage of hazardous chemicals(as per MSIHC rules) will be done, apart fromspent oil. Suitable management practice will beadopted for the same.HSD (low sulphur variety) will be used for DGsets. However, the quantity stored will bebelow the threshold limit specified by theMSIHC rules.3.2 Changes in occurrence ofdisease or affect diseasevectors (e.g. insect or waterborne diseases)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 reproductionand growth of disease vectors.3.3 Affect the welfare of people e.g.by changing living conditions? No Not envisaged

3.4 Vulnerable groups of people whocould be affected by the projecte.g. hospital patients, children,the elderly etc.,No Not envisaged

3.5 Any other cause No None.4. Production of solid wastes during construction or operation ordecommissioning (MT/month)

S.No.

Information / Checklistconfirmation

Yes/No

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

source of information data4.1 Spoil, overburden or minewastes No NA

S.No.

Information / Checklistconfirmation

Yes/No

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

source of information data4.2 Municipal waste (domesticand or commercial wastes) Yes Solid wastes approximately 8174 kg per day fromthe proposed project mainly domestic in nature.Waste Quantity

(kg/day)DisposalmethodOrganic BlocksI, II, III 2385 Treated inBioMethanationfacilitySewageSludge BlocksI, II, III 65Inorganic BlocksI, II, III 5566 Sold toAuthorizedvendorsE Waste Blocks I,II, III 158 Disposed toAuthorisedCPCB recyclersonce in sixmonths.4.3 Hazardous wastes (as perHazardous WasteManagement Rules) Yes Spent Oil from DG sets will be carefully stored inHDPE drums in isolated covered facility. Thisspent oil will be sold to vendors authorized byTNPCB/ MoEF for the treatment of same. Suitablecare will be taken so that spills / leaks of spent oilfrom storage could be avoided.4.4 Other industrial processwastes No Not applicable4.5 Surplus product No Not applicable4.6 Sewage sludge or othersludge from effluenttreatment Yes Sewage sludge generated (65 kg/day) will bereused as manure in horticulture.4.7 Construction or demolitionwastes Yes Construction waste generated will be limited tothe construction phase and project site. These willbe reused for backfilling after manual segregation.Unusable and excess construction debris will bedisposed at designated places in tune with thelocal norms.4.8 Redundant machinery orequipment No Not applicable4.9 Contaminated soils or othermaterials No Not applicable4.10 Agricultural wastes No Not applicable4.11 Other solid waste No Not applicable

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

S.No.

Information /Checklist

confirmation

Yes/No

Details thereof (with approximate quantities/rates,wherever possible) with source of information data5.1 Emissions fromcombustion of fossil fuelsfrom stationary or mobilesources

Yes During operation phase, DG sets 6x2000 kVA and

8x1650 kVA capacity provided for power back up willgenerate air pollutants like SOX, NOx. 14 Nos. Of DG stacks with an adequate heightshall be provided for safe emission of the fluegases. DG will be operated only during power failure While using DG unnecessary load will beeliminated to reduce the emission of pollutantsS.No DGCapacity Required Stack Ht(m) ProposedStack Ht (m)1 6x2000

kVA

8x1650

kVA

9 m above DGyard. DG yard willbe approx. at adistance of 14 mfrom the building.

9 m (14 Nos)

The increase in vehicular density during constructionis not expected to be significant. Thus, no majorimpacts are anticipated on this account.5.2 Emissions fromproduction processes No Not applicable.5.3 Emissions frommaterials handlingincluding storage ortransportYes This will be restricted to the construction phase andconstruction site only. However, the generation of suchemission will be very minimum.5.4 Emissions fromconstruction activitiesincluding plant andequipmentYes The fugitive emission will be restricted during themixing of aggregates. This will be restricted to theconstruction phase and to the construction site only.It will be minimized by sprinkling water.

S.No.

Information /Checklist

confirmation

Yes/No

Details thereof (with approximate quantities/rates,wherever possible) with source of information data5.5 Dust or odours fromhandling of materialsincluding constructionmaterials, sewage andwaste

Yes Dust is likely to be generated during construction, thiswill be water sprinkled and tarpaulin cover will beprovided over stored raw material to reduce dustemission. On site sanitation facilities will be providedfor construction workers during construction.5.6 Emissions fromincineration of waste No Not applicable5.7 Emissions from burningof waste in open air (e.g.slash materials,construction debris)No Open burning of biomass / other material will beprohibited.

5.8 Emissions from anyother sources No Not applicable6. Generation of Noise and Vibration and Emissions of Light and Heat:

S.No.

Information / Checklistconfirmation

Yes/No

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

source of information data6.1 From operation of equipmente.g. engines, ventilation plant,crushers Yes The machinery which will be used forconstruction will be of highest standard ofreputed make and will adhere to internationalstandard. Hence insignificant impacts due toconstruction machinery are envisaged. Apartfrom this the construction activities will berestricted to daytime only. Source of noise inthe operational phase will be DG sets andvehicular sources only. The DG sets will be inoperation during power failure only.Moreover, the DG set comes with acousticmeasures as per norms.6.2 From industrial or similarprocesses No Not applicable

S.No.

Information / Checklistconfirmation

Yes/No

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

source of information data6.3 From construction or demolition Yes The construction activities will include thefollowing noise generating activities: Operation of DG sets, concreting andmixing Excavation activities etc Construction plant and heavy vehiclemovement.It has been estimated that during this periodthe average noise level will be around 80-85dB (A) during peak construction hours.During the process, the machinery shall beacoustically enclosed and workers shall beprovided with protective gears.6.4 From blasting or piling No No blasting or mechanized piling will be donein construction phase.6.5 From construction or operationaltraffic Yes Negligible noise will be generated fromvehicular movement in the construction andoperational phase.6.6 From lighting or cooling systems No Not applicable6.7 From any other sources No Not applicable

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

S.No.

Information/ Checklistconfirmation

Yes/No

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

source of information data7.1 From handling, storage, use orspillage of hazardous materials No Spent oil will be handled with utmost care,spent oil will be stored in HDPE drumsstationed over concrete platforms and will bedirectly transferred to vendors authorized tohandle such hazardous material.7.2 From discharge of sewage orother effluents to water or theland(expected mode and place ofdischarge)No The sewage after treatment will be reused forgardening, flushing cooling purposes, so noadverse effect is envisaged.7.3 By deposition of pollutantsemitted to air into the land orinto water No Proper air pollution control measures will betaken care by providing adequate stack heightand parking facility to avoid deposition ofpollutant into nearby land and water.7.4 From any other sources No Not applicable

S.No.

Information/ Checklistconfirmation

Yes/No

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

source of information data7.5 Is there a risk of long term buildup of pollutants in theenvironment from thesesources?No Not applicable

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

S.No.

Information / Checklistconfirmation

Yes/No

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

source of information data8.1 From explosions, spillages, firesetc from storage, handling, useor production of hazardoussubstancesNo Not envisaged. The ‘HSD’ will be stored as perhazardous substance handling guidelines.Adequate safety precautions will be taken forLPG Cylinders.8.2 From any other causes No Not applicable8.3 Could the project be affected bynatural disasters causingenvironmental damage (e.g.floods, earthquakes, landslides,cloudburst etc)?No The project falls under seismic zone-IIIaccording to the Indian Standard SeismicZoning Map. However suitable seismiccoefficients in horizontal and verticaldirections will be adopted while designing thestructures.

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

S.No

.

Information / Checklistconfirmation

Yes/No

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

source of information data9.1 Lead to development ofsupporting utilities, ancillarydevelopment or developmentstimulated by the project whichcould have impact on theenvironment e.g.:Yes The proposed project is MSB IT/ITESproject that will lead to socio-economicdevelopment of the proposed and nearbysite.

•Supporting infrastructure(roads, power supply, waste orwaste water treatment, etc.) Yes Internal Roads, Rainwater Harvesting, STPetc will be provided.• housing development No• extractive industries No• supply industries No• other No9.2 Lead to after-use of the site, which No Not applicable

S.No

.

Information / Checklistconfirmation

Yes/No

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

source of information datacould have an impact on theenvironment9.3 Set a precedent for laterdevelopments Yes The area is already well developed. Therewill be positive impacts due to the proposeddevelopment.9.4 Have cumulative effects due toproximity to other existing orplanned projects with similareffectsYes The area is already well developed. Therewill be positive impacts due to the proposeddevelopment.

III. Environmental SensitivitySr.No. Areas Name / Identity Aerial distance (with 15-km) Proposed projectlocation boundary1 Areasprotectedunderinternationalconventions,national orlocallegislation fortheirecological,landscape,cultural orother relatedvalue

Guindy nationalpark 4.72 KM – NNE

2 Areas whichare importantor sensitive ofecologicalreasons –wetlands,water coursesor other waterbodies, coastalzone,biospheres,mountains,forests

Reserve Forest Dist KM DirectionGuindy National Park/Guindy Park RF 4.72 NNENanmangalam RF 3.23 SWVandalur RF 11.97 SWErumaiyur RF 14.7 WPulikkuradu RF 9.8 WTambaram RF 10.5 WSWPerumbakkam RF 6.4 SMaduraipakkam RF 8.1 SSWSonnalur RF 11.4 SSWMambakkam RF 13.8 SSWUnamancheri RF 14.6 SW

Sr.No. Areas Name / Identity Aerial distance (with 15-km) Proposed projectlocation boundary3 Areas used byprotected,important orsensitivespecies offlora or faunafor breeding,nesting,foraging,resting, overwintering,migration

Guindy NationalparkPallikaranaiMarsh4.72 Km – NNE0.14 Km - NE

4 Inland,coastal,marine orundergroundwatersBay of BengalAdayar EstuaryBuckinghamCanal

5.71 Km - E7.85 KM - N4.3 Km – E5 State, nationalboundaries No Nil6 Routes orfacilities usedby the publicfor access torecreation orother tourist,pilgrim areas

OMR(Old Mahabalipuram Road)ECR(East CoastRoad)3.39 Km - SE4.91 Km - SE

7 Defenseinstallations Air force stationArmy officersAcademy 9.72 Km - SW5.99 Km – SW8 Denselypopulated orbuilt-up area TambaramChrompetPallavaramThirusulamSt.Thomas MountGuindyVelacheryEgmoreAdyarShollinganllurMedavakkamPerungudiSaidapetThoraipakkam

9.76 Km - SW7.35 Km - SW6.43 Km - W5.76 Km - WNW5.32 Km - N6.85 Km - N2.48 Km - N15 Km - NNE7.81 Km - NNE5.72 Km - SE3.88 Km - SSW4.56 Km - NNE7.87 Km - NNE3.37 Km - SE

Sr.No. Areas Name / Identity Aerial distance (with 15-km) Proposed projectlocation boundaryThiruvanmiyurVelachery 7.04 Km3.00 Km

Sr.No. Areas Name / Identity Aerial distance (with 15-km) Proposed projectlocation boundary9 Areasoccupied bysensitive manmade landuses(hospitals,schools, placesof worship,communityfacilities)

YesS.No.

Places Dist. fromProjectSite

Schools & Colleges1 NIOT 200 m2 Jeruselam College 200 m3 Balaji Dental College 360 m4 Asan Memorial College 2.72 Km5 Quaid E Milleth College 4.14 Km6 Thangavelu engg College 3.22 Km7 KCG College of Technology 4.66 Km8 MNM Jain College 4 Km9 Prince sri Venkateswaracollege 5.78 Km10 Vels College 5.18 Km11 Rajalakshmi Engg College 8.4612 SRM University 9.87 Km13 YMCA 9.19 Km14 Kings Institute 6.86 Km15 Anna University 7.58 Km16 IIT madras 5.68 Km17 IGNOU 6.96 Km18 Sathyabama University 8.68 Km19 Pallikaranai Govt high school 650m20 St.Antony matric School 1.5 Km21 CLRI 7.59 Km22 Alpha Matric School 6 Km23 Boaz Public School 5.48 Km24 Ashram School 6.43 Km25 Kendriya Vidyalaya (AshokNagar) 9.87 Km26 Assisi Matric School 9.65 Km27 Pallikaranai Govt High School 2.56 KmReligious Places1 Church 2.53 Km2 Anjaneyaswami temple 4.48 Km3 St.PatrickChurch 6.80 Km4 Masjid E Rahmania 1.39 Km5 Little Mt Church 7.85 Km6 Iskon Temple 5.78 Km7 Sri Pratyangira Devi Temple 6.21 Km8 Infant Jesus Church 6.98 Km9 SriSubramanya Temple 5.87 Km10 Agni bethel prayer house 9.46 Km11 Advent Church 4.49 Km12 Madeena masjid 7.30 Km13 Annai Velankanni 8.50 Km14 Astalakshmi Temple 8.31 Km

Hospitals1 Global Hospitals 5.31Km2 Jaya Dental Care 2.96 Km3 Dr.Kamatshi Hospital 70 m4 Lifeline Hospitals 4.44 Km5 Medall Health Care 5.90 Km6 Vita life Clinic 6.07 Km

Sr.No. Areas Name / Identity Aerial distance (with 15-km) Proposed projectlocation boundary

S.No Nearby Railway Stations1 Tambaram 9.76 Km2 Chrompet 7.35 Km3 Pallavaram 6.43 Km4 Thirusulam 5.76 Km5 St.Thomas Mount 5.32 Km6 Guindy 6.85 Km7 Velachery 2.48 Km8 Egmore 15 KmImportant Locations1 Raj Bhavan 6.63 Km2 Garbage dump area 1.00 Km3 Chennai trade centre 7.44 Km4 Guindy race course 6.00 Km5 Theosophical Society 9.11 Km6 Madras Boat Club 9.41 Km7 Guindy Industrial Estate 6.96 Km8 CIPET 7.43 Km9 MEPZ 9.42 Km10 Areascontainingimportant,high quality orscarceresources(ground waterresource,surfaceresources,forestry,agriculture,fisheries,tourism,minerals)

Perungudi lakeKallukutai lakePuludhivakkamArthanareeswarartemple pondVelachery EriAdyar RiverRamapuram EriMoovarasanpattupondMoovarasanpattuEriSithalapakkamLakeNanmangalamLakeKilkattalai lakeKovilambakkamLakeNarayanapuramlakeMadippakkam EriVengaivasal LakeRajakilpakkamLakeSembakkam lakeHasthinapuramlakeVellaikal lake

3.88 km4.49 Km2.35 Km4.65 Km4.48 Km7.76 Km9.71 Km3.41 Km3.50 Km5.62 Km4.20 Km3.07 Km1.96 Km560 m2.24 Km6.07 Km6.85 Km5.94 Km5.87 Km2.89 Km

Sr.No. Areas Name / Identity Aerial distance (with 15-km) Proposed projectlocation boundaryNesavalar NagarlakeSelaiyur LakeArasankhalaniLake3.58 Km8.72 Km7.42 Km

11 Areas alreadysubjected topollution orenvironmentaldamage.(those whereexisting legalenvironmentalstandards areexceeded)

No Not Applicable

12 Areassusceptible tonatural hazardwhich couldcause theproject topresentenvironmentalproblems(earthquakes,subsidence,landslides,erosion,flooding orextreme oradverseclimaticconditions)

No Not Applicable

(IV) Proposed Terms of Reference

Proposed terms of reference are enclosed in Annexure 5.

(V) Declaration

I hereby given undertaking that the data and the information given in theapplication and enclosures are true to the best of my knowledge and beliefand I am aware that if any part of the data and information submitted isfound to be false or misleading at any stage, the project will be rejected andclearance give, if any to the project will be revoked at our risk and cost.Date: 18.07.2017Place: Chennai

Signature of the applicantWith Name and full address(Project proponent / Authorized signatory)

APPENDIX II

FORM-1A(Only for construction projects listed under item 8(b) of the Schedule)1 LAND ENVIRONMENT

1.1Will the existing land use get significantly altered from the project that is notconsistent with the surroundings?(proposed land use must conform to theapproved master plan/ development plan of the area. change of land use if anyand the statutory approval from the competent authority be submitted). Attachmaps of (i) site location, (ii) surrounding features of the proposed site (within 500meters) and (iii) the site (indicating levels & contours) to appropriate scales. If notavailable attach only conceptual plans.Location of the Project SiteThe project site is located in Pallikaranai Village, Sholinganallur Taluk, KancheepuramDistrict. The location map is shown in Annexure-7.Proposed Land useThe project site is earmarked for construction of proposed MSB IT/ITES building as perthe CMDA. The proposed project is planned and designed as per the regulations andprocedures laid down by CMDA. There will be no change in land use in the project site andthe land use will conform to the approved Development Plan of the area.Surrounding FeaturesThe features within 500 m surrounding the project site are summarized in the Tablebelow.Surrounding Features within 500 m of the Project Site

S.No. Surrounding Feature Distance fromProject Site

Direction w. r. t.Project Site1 Jerusalem College of Engineering 500 m S2 National Institute of Ocean Technology 500 m E3 Kamakshi Memorial Hospital 100 m N4 Cognizant 100 m E5 Jasmin Infotech Pvt.Ltd 200 m SEThe satellite imagery of the project site and the surrounding (500m) is enclosed in

Annexure 7.1.2 List out all the major project requirements in terms of the land area, built uparea, water consumption, power requirement, connectivity, communityfacilities, parking needs etc.Salient Features of the ProjectItems DetailsProject Name Construction of Proposed MSB IT/ITES BuildingLocation 56/1B, 75/1, 75/5, 76/1A1, 76/1C1B, 76/4 (Part1&2), 76/5,57/3B, 56/2A4A, 56/2A2B, 56/2B2A, 76/2B, 76/2A, 56/2A2A,

Items Details76/3, 75/2 A,75/2B, 75/4, 76/8, 75/8A1, 75/8A2, 75/7,84/2B, 75/6, 56/2A4B, 56/2B2B, 75/3A, 75/3B, 76/7, 76/10,76/1C1A1, 76/1A2, 76/1B, 76/1C2, 76/1D, 83/3, 84/3,86/4A,76/9Type of project MSB IT/ITES BuildingPlot area 49998.49 m2Built up area 3,31,346 m2OSR 5,013 m2Ground coverage 14,160 m2Road & Pavements 15,920 m2Green Belt 10,183 m2Number of floors &basements Block 1 – 1 Basement + Lower Ground + 1 Stilt + 3 Upper Stilt+ 13 FloorsBlock 2 – 2 Basement + Lower Ground + 1 Stilt + 3 Upper Stilt+ 13 FloorsBlock 3 – 2 Basement + Lower Ground + 1 Stilt + 3 Upper Stilt+ 13 FloorsBuilding Height 77 mParking facilities Cars – 2813 nos.Two Wheeler – 5643 nos.Power requirement Block 1 – 11,645 kvaBlock 2 – 6002 kvaBlock 3 – 6002 kvaSource of power TNEBPower backup DG sourceBlock 1 – 6 x 2,000 kvaBlock 2 – 4 x 1650 kvaBlock 3 – 4 x 1650 kvaWater requirement &source CMWSSB / Water Tanker. Total fresh water required -786 KLDEstimated population tostep-in 31803 ApproxProject cost Rs.900 Crores

Items DetailsConnectivity SH 109 – Thoraipakkam – Pallavaram 200 ft radial roadThe project Site plan is shown in Annexure 8, the contour of the site & 500 m radius isenclosed in Annexure 9 and Layout plan with survey nos are enclosed in Annexure 10.

1.3 What are the likely impacts of the proposed activity on the existing facilitiesadjacent to the proposed site? (Such as open spaces, community facilities, detailsof the existing land use, disturbance to the local ecology)There will not be any impact on the existing land use pattern. The location map is shown inAnnexure-7.

1.4 Will there be any significant land disturbance resulting in erosion,subsidence & instability? (Details of soil type, slope analysis, vulnerability tosubsidence, seismicity etc. May be given).The project being a MSB IT/ITES building, no significant land disturbance is expected. Thesoil investigation report is attached in Annexure 3.The area under study falls in Zone-III, according to the Indian Standard Seismic ZoningMap. Suitable seismic coefficients in horizontal and vertical directions respectively, will beadopted while designing the structures to mitigate the seismic impacts.1.5 Will the proposal involve alteration of natural drainage systems? (Give detailson a contour map showing the natural drainage near the proposed project site)There will be no alteration to natural drainage system and there will be a well plannedstorm water drain network. The contour of the project site is enclosed in Annexure 9 forreference.1.6 What are the quantities of earthwork involved in the construction activitycutting, filling, reclamation etc.(Give details of the quantities of earthworkinvolved, transport of fill materials from outside the site etc.)The quantity of excavated earth will be about 1,96,282m3. The excavated earth will be usedfor back filling around basement of MSB IT/ITES building and its set back area, podium,OSR and also for road formation. Top soil will be stacked separately and used for green beltdevelopment. Excess excavated earth will be disposed outside vendors. Disposal letter isattached in Annexure 11.

1.7 Give details regarding water supply, waste handling etc. during theconstruction period.The source of water supply during construction will be Outsource from authorizedvendors.No labor camps are to be built at the site. The construction debris will be recycled to themaximum possible and the wastes will be disposed through authorized vendors. Disposalletter is attached in Annexure 11.

Waste Handling:

Soil excavated will be reused for backfilling and the fertile topsoil will bereused for horticultural purpose. Excess soil will be used for road construction and will be dumped at thedesignated site. For spillage of oil from the machinery, the oil (lubricating oil or fuel) iscollected in a tray kept especially for this purpose and it can be reused. Ifpossible filtration can also be done. For cement residual from concrete mixer plants, it is discharged into theMixing Drum from the soil through air tight pipeline. This minimizes thechances of pollution, and is also a space saving affair. For construction workers, toilets will be provided with septic tank and soakpits for sewerage treatment purpose. Wash areas and drinking water will beprovided. Solid waste generated from the site will be collected, segregated and disposedat municipal solid waste collection sites.

1.8 Will the low-lying areas & wetlands get altered? (Provide details of how lowlying and wetlands are getting modified from the proposed activity)Since the proposed project is a MSB IT/ITES building, there will not be any alteration inlow lying & wetlands. NOC obtained from Thashildhar for flood occurrence is attached inAnnexure 12.

1.9 Whether construction debris & waste during construction cause healthhazard? (Give quantities of various types of wastes generated during constructionincluding the construction labors and the means of disposal)The construction debris will be segregated viz., steel, metal, plastics, papers etc and thesewill be sold to scrap dealers. There will not be any health hazard due to this debris.2 WATER ENVIRONMENT

2.1 Give the total quantity of water requirement for the proposed project withthe breakup of requirements for various uses. How will the water requirementmet? State the sources & quantities and furnish a water balance statement.The daily requirement of water for proposed MSB IT/ITES building will be 1431 KLD.After treatment of wastewater, treated water will be reused for flushing, green belt,cooling purpose. The source of water is CMWSSB. Please refer Annexure 5 for the waterbalance.The sewage generated during the operation phase will be treated up to the tertiary level ina Sewage Treatment Plant (STP). The sewage of 1303 KLD will be treated and recycled/reused for toilet flushing, gardening and cooling purposes.During the construction stage, water will be sourced primarily through outsource arrangedby the contractor.

2.2 What is the capacity (dependable flow or yield) of the proposed source ofwater?Fresh water demand for the proposed project has been calculated to be about 786 KLD.During operational phase, water will be primarily sourced from CMWSSB which is highlydependable.2.3 What is the quality of water required, in case, the supply is not from amunicipal source? (Provide physical, chemical, biological characteristics withclass of water quality)During operation phase, fresh water demand will be met from CMWSSB.2.4 How much of the water requirement can be met from the recycling of treatedwastewater? (Give the details of quantities, sources and usage)Out of the 1431 KLD of total water requirement, 1238 KLD will be met from the recyclingof treated sewage. 645 KLD for toilet flushing; 55 KLD will be used for gardening, 538 KLDfor Cooling purposes.2.5 Will there be diversion of water from other users? (Please assess the impactsof the project on other existing uses and quantities of consumption)There will not be any diversion of water from the other users.2.6 What is the incremental pollution load from wastewater generated from theproposed activity? (Give details of the quantities and composition of wastewatergenerated from the proposed activity)During operation, 1303 KLD of wastewater will be generated which will be treated in thesewage treatment plant and part of the treated sewage will be utilized for flushing,gardening and cooling purposes. The expected characteristics of wastewater and treatedwastewater are as given below:Characteristics of Treated Water

Parameter

Expected Sewage

Wastewater

Characteristics

Treated Wastewater

CharacteristicspH 7.0-10.0 6-9BOD5 at 20C (mg/L) 250-300 30COD (mg/l) 400-500 100TSS (mg/L) 150 <30Oil and grease (mg/L) <20 <5

2.7 Give details of the water requirements met from water harvesting? Furnishdetails of the facilities created.Normally, the rain harvest pits of suitable size are proposed to be constructed near borewells. The rain harvest well consists of 6 nos. The rainwater runoff calculation is attachedin Annexure 13.

2.8 What would be the impact of the land use changes occurring due to theproposed project on the runoff characteristics (quantitative as well asqualitative) of the area in the post construction phase on a long-term basis?Would it aggravate the problems of flooding or water logging in any way?No adverse impacts are envisaged due to proposed project on the runoff characteristics ofthe area as adequate arrangements have been made to trap the rainwater and suitablestorm water drainage system has been provided. During the post-construction phase,runoff from the project shall not be allowed to stand or enter into the roadside or nearbydrain. Adequate measures shall be taken to collect such run off and either shall be reusedor stored in recharging pits. Suitable garlanding drain as per the existing contours of theplot will be developed.2.9 What are the impacts of the proposal on the ground water? (Will there betapping of ground water; give the details of ground water table, rechargingcapacity, and approvals obtained from competent authority, if any)Fresh water demand will be met from CMWSSB. There will not be ground water tappingfor the project.2.10 What precautions/measures are taken to prevent the run-off fromconstruction activities polluting land & aquifers? (Give details of quantities andthe measures taken to avoid the adverse impacts)The runoff from construction activities will be recycled. No runoff will be disposed outsidethe project boundary.2.11 How is the storm water from within the site managed?(State the provisionsmade to avoid flooding of the area, details of the drainage facilities providedalong with a site layout indication contour levels)The storm water from the site will be collected by rainwater harvesting system and will beused for recharging the ground water. The excess runoff will be connected to the existingstorm water system. The details of the rain water collection and harvesting system isenclosed as Annexure 13.

2.12 Will the deployment of construction laborers particularly in the peakperiod lead to unsanitary conditions around the project site (Justify with properexplanation)No, the deployment of construction workers will not lead to unsanitary conditions atproject site. Proper sanitary facilities will be provided to construction workers andtreatment of the sewage will be done using septic tank and soak pits.

2.13 What on-site facilities are provided for the collection, treatment & safedisposal of sewage? (Give details of the quantities of wastewater generation,treatment capacities with technology & facilities for recycling and disposal)Sewage Treatment and Reuse:The details of quantity of sewage, sewage collection, treatment, reuse and disposal aregiven in the Table below. The design parameters, process description and schematic flowdiagram of the STP is given in Annexure 14

Sewage Quantity, Treatment, Reuse & DisposalQuantity ofsewage 1303 KLDSTP Capacity 600 KLD, 700 KLD capacities of STP will be installedCollection ofsewage Sewage generated during the operation phase will be collectedthrough underground sewerage system (pipe drain) for treatment inSTP.Treatment ofsewage Sewage will be treated up to the tertiary level in a Sewage TreatmentPlant based on Activated sludge process. The secondary treatedsewage will be treated in UF plant.Reuse / recycleand disposal oftreated sewage Out of 1303 KLD of treated sewage, 645 KLD recycled for toiletflushing, 55 KLD for gardening, 538 KLD for Cooling Purpose; Excesstreated sewage after meeting the required standard will be disposed.The location of STP is given in site plan Annexure 8.

2.14 Give details of dual plumbing system if treated waste is used for flushing oftoilets or any other use.A separate overhead tank to store treated domestic sewage and these shall then beconnected to the toilet flushing of the building. Dual Plumbing System is attached inAnnexure 15.

3. VEGETATION

3.1Is there any threat of the project to the biodiversity? (Give a description ofthe local ecosystem with it’s unique features, if any)There is no threat to local biodiversity since the project is surrounded by Hospital,Companies, IT sectors etc.3.2 Will the construction involve extensive clearing or modification ofvegetation? (Provide a detailed account of the trees & vegetation affected by theproject)Very few shrubs are present which have to be cleared.

3.3What are the measures proposed to be taken to minimize the likely impactson important site features (Give details of proposal for tree plantation,landscaping, creation of water bodies etc along with a layout plan to anappropriate scale)It is proposed to have tree plantation along the periphery of the site and also to developlawn and greenery inside the project area. The list of the plant species considered is givenin and the site plan showing landscape is enclosed for reference as Annexure 16. Thevegetation for the greenbelt will be selected from the native species adapted to the localenvironment. About 12,153.6 sq.m of green landscape area will be provided on ground.Landscaping has been taken care of in view of the environment and aesthetics of thesurrounding areas. Stress has been laid on providing ample green areas in closeconjugation to the hard areas in a manner, that the overall harmony and ambience ismaintained. The landscaping takes into account the various aspects of the architecturaldesign. Trees are proposed to be planted to form an integral part of the landscapeplantation and their selection is based on their ability to provide shade, flowers andfragrance apart from their high-yielding growth pattern. The addition of shrubs, hedgesand ground cover will add to the aesthetics and softness to the hard building surfaces.4 FAUNA

4.1Is there likely to be any displacement of fauna- both terrestrial and aquatic orcreation of barriers for their movement? Provide the details.No there is no displacement of fauna – terrestrial and aquatic or creation of barriers oftheir movement.4.2 Any direct or indirect impacts on the avifauna of the area? Provide details .No direct or indirect impact on the avifauna of the area is envisaged.4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverseimpacts on fauna.These measures are not applicable for the proposed project.5. AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heatislands? (Give details of background air quality levels with predicted valuesbased on dispersion models taking into account the increased traffic generationas a result of the proposed constructions)Air quality levels will be predicted during EIA studies after obtaining TOR.5.2 What are the impacts on generation of dust, smoke, odorous fumes or otherhazardous gases? Give details in relation to all the meteorological parameters.No such impacts are envisaged such as smoke, odor or hazards gases will not be generatedfrom this project.

5.3 Will the proposal create shortage of parking space for vehicles? Furnishdetails of the present level of transport infrastructure and measures proposedfor improvement including the traffic management at the entry & exit to theproject site.Proposed Parking Facilities:Parking provided for the proposed project is shown below

Type Block 1 Block 2 Block 3Cars Two Wheeler PhysicallyChallenged Car Two Wheeler PhysicallyChallenged Car TwoWheeler PhysicallyChallengedBasement 1 248 363

48137 265

19111 342

19Basement 2 - - 123 287 71 451Lower Ground 244 370 118 320 118 306Stilt 65 140 29 118 29 167Upper Stilt 1 129 279 91 134 91 187Upper Stilt 2 165 337 107 134 106 169Upper Stilt3 161 339 60 723 103 212Surface parking 421 (car parking)Detailed Traffic circulation plan is given in Site Plan as per Annexure 08.Traffic Management Plan at the Entry & Exit to the Project Site:The project complex will have access through the SH 109; Connecting Thoraipakkam –Pallavaram 200 ft road. Internal roads of 6 m wide will be provided as per FMB within thecomplex. The traffic circulation plan showing the entry and exit and the internal circulationis given in Site Plan as per Annexure 8.

5.4 Provide details of the movement patterns with internal roads, bicycle tracks,pedestrian pathways, footpaths etc., with areas under each category.The internal roads, pedestrian pathways, entry/ exits and traffic circulation plan have beenshown in the traffic circulation plan enclosed. In the circulation plan of the project, therewill be proper entry and exit points for systematic control of the vehicular movementwithin the complex.5.5 Will there be significant increase in traffic noise & vibrations? Give details ofthe sources and the measures proposed for mitigation of the above.Approach road for the proposed project is SH 109 Connecting Thoraipakkam –Pallavaram 200 ft road. There will be marginal increase in traffic on this road that willhave marginal increase in noise and vibrations.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.Since it is a office project, impact level is minimum. Proper mitigation measures willbe provided.

Mitigation Measures

DG will be acoustically enclosed to minimize noise levels.

DG sets will be used only during power failure. During operation stage, monitoring of emissions from DG sets and ambient airquality will be carried out as per norms. Where feasible, incorporate low-noise systems, such as ventilation systems,pumps, generators, compressors, and fans. Locate all stationary equipment (i.e., compressors and generators) as far aspracticable from nearby residences and other sensitive receptors. Install sound control devices (baffles, silencers) to limit noise levels of facilityequipment wherever possible. Adequate greenery which acts as noise barrier will be provided.

6 AESTHETICS

6.1Will the proposed constructions in any way result in the obstruction of aview, scenic amenity or landscapes? Are these considerations taken into accountby the proponents?As the proposed site does not have any scenic amenity or landscaping in its surroundings sothere is no possibility of obstruction of above-mentioned conditions. Moreover the approvalof the architectural plan of the building will be taken from local development authority.6.2 Will there be any adverse impacts from new constructions on the existingstructures? What are the considerations taken into account?The changes in sub surface structure will be localized and will only be restricted to theconstruction phase of the project.6.3Whether there are any local considerations of urban form & urban designinfluencing the design criteria? They may be explicitly spelt out.The architectural plan of the building will confirm with the CMDA norms.6.4Are there any anthropological or archaeological sites or artifacts nearby?State if any other significant features in the vicinity of the proposed site havebeen considered.No such sites are located in the vicinity.7 SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any changes to the demographic structure of localpopulation? Provide the details.There will be an influx of 31803 numbers of people upon completion of the MSB IT/ITESbuilding.7.2Give details of the existing social infrastructure around the proposed project.The project site is located in Pallikaranai Village. The existing infrastructures around theproject are Kamatchi Hospital, Cognizant, Toyota Showroom, Balaji Dental College &

Hospital, Jeruselum Engg. College. The ancillary infrastructures like roads, markets, publichealth, amenities, and conveyance facilities are well developed in the project area. All socialinfrastructures like transportation facilities, water supply & sanitation facilities,communication facilities, educational institutions, hospitals, markets, banks, culturalamenities etc. already exist in the vicinity.7.3 Will the project cause adverse effects on local communities, disturbance tosacred sites or other cultural values? What are the safeguards proposed?The proposed construction will not have adverse effects on local communities. Since theproject related activities be confined within the premises, no adverse impacts onsurrounding features are envisaged.8 BUILDING MATERIALS

8.1 May involve the use of building materials with high-embodied energy. Are theconstruction materials produced with energy efficient processes? (Give details ofenergy conservation measures in the selection of building materials and theirenergy efficiency)Conventional construction material will be used. Energy efficient building materials will beused as specified in the Energy Conservation Building Code.8.2 Transport and handling of materials during construction may result inpollution, noise & public nuisance. What measures are taken to minimize theimpacts? Mitigation Measures for Air Pollution during Construction Stage

Air QualityAir Quality around the project site will have impact during construction stage. Variousconstruction activities especially related to handling of loose material like to causegeneration of fugitive dust, that adversely impact the air quality of the surrounding area ofthe project site. To minimize such impact following measures shall be taken: All the loose material either stacked or transport shall provide with suitablecovering such as tarpaulin, etc. Water sprinkling shall be done at the location where dust generation isanticipated. To minimize the occupational health hazard, proper personal protective gearsi.e. mask shall be provided to the workers who are engaged in dust generationactivity.

Mitigation Measures for Noise Pollution during Construction StageDuring the construction stage, expected noise levels shall be in the range of 80-85 dB (A)which will decrease with increase in distance as per the Inverse Square Law.Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noisegenerating activities will ensure minimum noise at receiver’s end.

To prevent any occupational hazard, earmuff / earplug shall be given to theworkers working around or operating plant and machinery emitting highnoise levels. Use of plant or machinery emitting high noise shall not be allowed duringnight hour. Careful planning of machinery operation and scheduling of operations shall bedone to minimize such impact.

8.3 Are recycled materials used in roads and structures? State the extent ofsavings achieved?Waste from construction like excavated earth, iron rods etc. will be recycled as far aspossible.8.4 Give details of the methods of collection, segregation & disposal of thegarbage generated during the operation phases of the project.

Solid Wastes Collection, Recycle & DisposalSolid wastes approximately 7951 kg per day from the proposed project mainly domestic innature.Waste Quantity

(kg/day)Disposal methodOrganic Blocks I, II, III 2385 Treated in Bio MethanationfacilitySewage Sludge Blocks I, II, III 65Inorganic Blocks I, II, III 5566 Sold to Authorized vendors

9 CONSERVATION

9.1 Give details of the power requirements, source of supply, backup source etc.What is the energy consumption assumed per square foot of built-up area? Howhave you tried to minimize energy consumption?The details of power requirement, source, backup power arrangement (i.e. generators) aregiven in the Table below.Power Requirement, Source and Backup ArrangementPower requirement Block 1 – 11645 kvaBlock 2 – 6002 kvaBlock 3 – 6002 kvaSource of power TNEB

Backup power supplyarrangement DG SetsBlock 1 – 6 x 2000 kvaBlock 2 – 4 x 1650 kvaBlock 3 – 4 x 1650 kva9.2 What type of, and capacity of, power back-up you plan to provide?Details provided in Item 9.1.9.3What are the characteristics of the glass you plan to use? Providespecifications of its characteristics related to both short wave and long waveradiation?Glazing: glass of suitable thickness depending upon the panel size to keep the U value asper the requirement of ECBC.9.4What 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 itis possible.9.5 Does the layout of streets & buildings maximize the potential for solarenergy devices? Have you considered the use of street lighting, emergencylighting and solar hot water systems for use in the building complex?Substantiate with details?Use of solar energy in external lighting might be considered wherever possible. Provisionof solar energy in solar water heating is for common facilities.9.6Is shading effectively used to reduce cooling/heating loads? What principleshave been used to maximize the shading of Walls on the East and the West andthe Roof? How much energy saving has been effected?Shading options wherever feasible will be used for energy saving.9.7 Do the structures use energy-efficient space conditioning, lighting andmechanical systems? Provide technical details. Provide details of thetransformers and motor efficiencies, lighting intensity and air-conditioning loadassumptions? Are you using CFC and HCFC free chillers? Provide specifications.

Energy-efficient space conditioning, lighting and mechanical systems will be

provided.

Energy Efficient Features: Use of Energy Efficient CFL Vs LED light fitting incar parking area Timer in external lighting distribution board HVAC cooling system. Energy Saving by using HF Ballast for Common areas

Use of Energy Efficient copper wound Transformers as per ECBC. Use of Energy Efficient Motors as per ECBC. Maximum utilization of natural light as per NBC. Use of Solar Power Lighting for external lightings & solar water heating.

Energy conservation measures are enclosed in Annexure 17.

9.8What are the likely effects of the building activity in altering the micro-climates? Provide a self-assessment on the likely impacts of the proposedconstruction on creation of heat island & inversion effects?The building will use energy efficient and environmental friendly designs that will controlformulation of heat island effect. There will be also green cover at the site to reduceformation of heat island. Passive design concepts have been used to minimize energyconsumption and maximize the energy efficiency.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.It is a MSB IT/ITES building project with brick wall, aluminum windows, normalweathering course and tiles on the terrace.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 andfire fighting system to guard the building against fires. All fire protection facilities will bedesigned as per the norms.

9.11 If you are using glass as wall material provides details and specificationsincluding emissivity and thermal characteristics.Glass will not be used as wall material. It will be used only in windows / fenestration.9.12 What is the rate of air infiltration into the building? Provide details of howyou 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 inthe overall energy consumption? Provide details of the renewable energytechnologies used.Solar energy will be used partly for external lighting.10 ENVIRONMENT MANAGEMENT PLAN

10.1The Environment Management Plan would consist of all mitigation measuresfor each item wise activity to be undertaken during the construction, operation andthe entire life cycle to minimize adverse environmental impacts as a result of theactivities of the project. It would also delineate the environmental monitoring plan

for compliance of various environmental regulations. It will state the steps to betaken in case of emergency such as accidents at the site including fire.The Environmental Management Plan is explained briefly in Annexure 18.

CONCEPTUAL PLAN

1. PROPOSAL:Mr.Soundaraj proposed “Construction of Proposed MSB IT/ITES Building”, at PallikaranaiVillage, Sholinganallur Taluk, Kancheepuram District, Tamilnadu in an area of 49998.49 sq. mwhere the built up area is 3,31,346 sq.m2. PROMOTERS:This project is promoted by Dr.Thayalan & Others and their registered address is K RahejaCorp, Regus Olympia, Olympia Tech Park, Level-2, Altius Block, No 1 SIDCO Industrial Estate,Guindy, Chennai - 600032.The project is proposed at No.2, CMDA – 200’ Radial Road, (opp. Kamatchi MemorialHospital), Pallikaranai, Chennai – 600 1003. PROJECT:The proposed project is “Construction of Proposed MSB IT/ITES Building”. The project detailsare given below:Items DetailsProject Name Construction of Proposed MSB IT/ITES BuildingLocation 56/1B, 75/1, 75/5, 76/1A1, 76/1C1B, 76/4 (Part1&2),76/5, 57/3B, 56/2A4A, 56/2A2B, 56/2B2A, 76/2B,76/2A, 56/2A2A, 76/3, 75/2 A,75/2B, 75/4, 76/8,75/8A1, 75/8A2, 75/7, 84/2B, 75/6, 56/2A4B, 56/2B2B,75/3A, 75/3B, 76/7, 76/10, 76/1C1A1, 76/1A2, 76/1B,76/1C2, 76/1D, 83/3, 84/3, 86/4A,76/9Type of project MSB IT/ITES BuildingPlot area 49998.49 m2Built up area 3,31,346 m2OSR 5,013 m2Ground coverage 14,160 m2Road & Pavements 15,920 m2Green Belt 10,183 m2Number of floors & basements Block 1 – 1 Basement + Lower Ground + 1 Stilt Floor + 3

Items DetailsUpper Stilt + 13 FloorsBlock 2 – 2 Basement + Lower Ground + 1 Stilt Floor + 3Upper Stilt + 13 FloorsBlock 3 – 2 Basement + Lower Ground + 1 Stilt Floor + 3Upper Stilt + 13 FloorsBuilding Height 77 mParking facilities Cars – 2813 nos.Two Wheeler – 5643 nos.Power requirement Block 1 – 11,645 kvaBlock 2– 6002 kvaBlock 3 – 6002 kvaSource of power TNEBPower backup DG sourceBlock 1 – 6 x 2,000 kvaBlock 2 – 4 x 1650 kvaBlock 3 – 4 x 1650 kvaWater requirement & source CMWSSB. Total fresh water required -786 KLDEstimated population to step-in 31,803 ApproxProject cost Rs.900 CroresConnectivity SH 109 – Thoraipakkam – Pallavaram 200 ft radial road4. LAND & LOCATION:Proposed project will be located within an area of 49998.49sq.m. The satellite image isenclosed as Annexure-7. The layout plan with survey nos is enclosed as Annexure-10 andcontour of site and its 500m radius is attached in Annexure-9. The 500m radius village mapis enclosed as Annexure-9a.The Surrounding features of the project are mentioned below.

S. No. Places Dist. from Project SiteSchools & Colleges1 NIOT 200 m2 Jeruselam College 200 m3 Balaji Dental College 360 m4 Asan Memorial College 2.72 Km5 Quaid E Milleth College 4.14 Km6 Thangavelu engg College 3.22 Km7 KCG College of Technology 4.66 Km8 MNM Jain College 4 Km9 Prince sri Venkateswara college 5.78 Km10 Vels College 5.18 Km11 Rajalakshmi Engg College 8.4612 SRM University 9.87 Km13 YMCA 9.19 Km14 Kings Institute 6.86 Km15 Anna University 7.58 Km16 IIT madras 5.68 Km17 IGNOU 6.96 Km18 Sathyabama University 8.68 Km19 Pallikaranai Govt high school 650m20 St.Antony matric School 1.5 Km21 CLRI 7.59 Km22 Alpha Matric School 6 Km23 Boaz Public School 5.48 Km24 Ashram School 6.43 Km25 Kendriya Vidyalaya (Ashok Nagar) 9.87 Km26 Assisi Matric School 9.65 Km27 Pallikaranai Govt High School 2.56 Km

Religious Places1 Church 2.53 Km2 Anjaneyaswami temple 4.48 Km3 St.PatrickChurch 6.80 Km4 Masjid E Rahmania 1.39 Km5 Little Mt Church 7.85 Km6 Iskon Temple 5.78 Km7 Sri Pratyangira Devi Temple 6.21 Km8 Infant Jesus Church 6.98 Km9 SriSubramanya Temple 5.87 Km10 Agni bethel prayer house 9.46 Km11 Advent Church 4.49 Km12 Madeena masjid 7.30 Km13 Annai Velankanni 8.50 Km14 Astalakshmi Temple 8.31 Km

S. No. Places Dist. from Project SiteSchools & Colleges1 NIOT 200 m2 Jeruselam College 200 m3 Balaji Dental College 360 m4 Asan Memorial College 2.72 Km5 Quaid E Milleth College 4.14 Km6 Thangavelu engg College 3.22 Km7 KCG College of Technology 4.66 Km8 MNM Jain College 4 Km9 Prince sri Venkateswara college 5.78 Km10 Vels College 5.18 Km11 Rajalakshmi Engg College 8.4612 SRM University 9.87 Km13 YMCA 9.19 Km14 Kings Institute 6.86 Km15 Anna University 7.58 Km16 IIT madras 5.68 Km17 IGNOU 6.96 Km18 Sathyabama University 8.68 Km19 Pallikaranai Govt high school 650m20 St.Antony matric School 1.5 Km21 CLRI 7.59 Km22 Alpha Matric School 6 Km23 Boaz Public School 5.48 Km24 Ashram School 6.43 Km25 Kendriya Vidyalaya (Ashok Nagar) 9.87 Km26 Assisi Matric School 9.65 Km27 Pallikaranai Govt High School 2.56 Km

S.No Nearby Railway Stations1 Tambaram 9.76 Km2 Chrompet 7.35 Km3 Pallavaram 6.43 Km4 Thirusulam 5.76 Km5 St.Thomas Mount 5.32 Km6 Guindy 6.85 Km7 Velachery 2.48 Km8 Egmore 15 KmImportant Locations1 Raj Bhavan 6.63 Km2 Garbage dump area 1.00 Km3 Chennai trade centre 7.44 Km4 Guindy race course 6.00 Km5 Theosophical Society 9.11 Km6 Madras Boat Club 9.41 Km7 Guindy Industrial Estate 6.96 Km8 CIPET 7.43 Km9 MEPZ 9.42 Km

SERVICES & UTILITIES:

4.1 Construction Materials: The major materials required in the construction are steel,cement, bricks, metal, flooring tiles/stones, wood, sanitary and hardware items,electrical fittings, water, etc. All the items to be used in the proposed project will beof good quality as much as procuring directly from the dealers or manufacturers willuse possible ISI brand items. Local items sand, metal, bricks, etc will be procuredthrough standard suppliers in the market. For the proposed construction, followingquantity of construction material shall be required.S.N

oMaterial

DescriptionQuantity Unit1 Cement 97,120.78 Bag2 River sand 19,677.44 Cum3 Jelly 19,677.44 Cum4 Reinforcementsteel 15,442.43 MT5 Solid Blocks 46,32,724.6

4No6 Glass 80,300.57 Sft7 Wood ( Teak) 2,362.50 Cft8 Wood (Sal) 14,175.00 Cft9 Tile 20,07,514.0

1Sft10 Granite 3,08,848.32 Sft11 Brick 2,25,000.00 No12 Paint 4,64,754.94 Lit

4.2 Water Requirement:

During Construction Phase: During construction phase, the work force involved willbe 600 Nos. The water requirement during construction phase will be 27 KLD andthe sewage generated will be 25 KLD.During Operation Phase: The daily requirement of water will be 1431 KLD. Freshwater demand is 949 KLD & recycle water is 482 KLD. After treatment ofwastewater, treated water will be reused for green belt (42 KLD), flushing (482KLD), HVAC (625 KLD) and excess water will be disposed outside. The source ofwater is from CMWSSB. The water Balance is enclosed as Annexure 4 and letter forwater source is enclosed in Annexure 5.

4.3 Sewage Treatment Plant: During operation, 1303 KLD of wastewater will begenerated which will be treated in sewage treatment plants of 600, 700 KLDcapacities and the treated sewage will be utilized for flushing, HVAC and gardening.

The design parameters, process description and schematic flow diagram of the STP isgiven in Annexure -14. The sewage collection system, STP location, separatepipeline system to convey the treated sewage for green belt development is enclosedin Annexure -15.

Sewage Quantity, Treatment, Reuse & DisposalQuantity ofsewage 1303 KLDSTP Capacity 600 and 700 KLD capacities of STP will be installedCollection ofsewage Sewage generated during the operation phase will be collectedthrough underground sewerage system (pipe drain) for treatmentin STP. Separate storm water drainage system will be provided forrainwater.Treatment ofsewage Sewage will be treated up to the tertiary level in a SewageTreatment Plant based on Activated sludge process. The secondarytreated sewage will be treated in UF plant.Reuse /recycle anddisposal oftreatedsewage

Out of 1303 KLD of treated sewage, 482 KLD recycled for toiletflushing, 42 KLD for gardening, 625 KLD for Cooling Purpose;Excess treated sewage after meeting the required standard will bedisposed.Rain water Harvesting & Storm Water Management: Rain water from roof tops willbe drained through rain water vertical down take pipes. These vertical down takepipes shall be located at suitable locations inside the shafts or periphery of thebuilding. The terrace will be sloped. The down take pipes will be connected to therainwater collection tank for storage purpose. The collected rain water will be utilizedduring rainy season as a source after proper treatment. Rainwater harvestingcalculation is enclosed in Annexure 13. The plan showing the location of RWH sump,storm water drainage network and rainwater harvesting pits is given in Annexure 13.

4.4 POWER: The maximum demand has been estimated as below. The local electricityboard will supply the required power. For back-up support, diesel generator setswill be proposed with the following capacity. Adequate DG stack height will beprovided. Details Capacity SourcePowerRequired Block I – 11645 kvaBlock II – 6002 kvaBlock III –6002kva TNEB

Back up Block I – 6 x 2000 kvaBlock II– 4 x 1650 kvaBlock III – 4 x 1650 kva DG sets4.5 Step in Population: The total population has been estimated as 31803 persons4.6 Solid Waste Management

Construction phase: No labor camps are to be built at the site. The constructiondebris will be recycled to the maximum possible and the wastes will be disposedthrough authorized vendors. Disposal letter is attached in Annexure 11.Waste Handling:

Soil excavated will be reused for backfilling and the fertile topsoil will bereused for horticultural purpose. Excess soil will be used for road construction and will be dumped at thedesignated site. For spillage of oil from the machinery, the oil (lubricating oil or fuel) iscollected in a tray kept especially for this purpose and it can be reused. Ifpossible filtration can also be done. For cement residual from concrete mixer plants, it is discharged into theMixing Drum from the soil through air tight pipeline. This minimizes thechances of pollution, and is also a space saving affair. For construction workers, toilets will be provided with septic tank and soakpits for sewerage treatment purpose. Wash areas and drinking water will beprovided.

Operation Phase: Municipal solid waste, sludge is likely to be generated during theoperation phase of the project. The break up is given as follows.Type Quantity(kg/day) Disposal methodOrganic 2385 Treated in BiomethanantionPlantInorganic 5566 Authorizedvendors

4.7 Green Belt Development: It is proposed to have tree plantation along theperiphery of the site and also to develop lawn and greenery inside the project area.The landscape plan and the list of the plant species considered is given inAnnexure 16. The vegetation for the greenbelt will be selected from the nativespecies adapted to the local environment. About 10,183 Sq.m of green area will beprovided which is 20.4% of plot area.Landscaping has been taken care of in view of the environment and aesthetics ofthe surrounding areas. Stress has been laid on providing ample green areas in closeconjugation to the hard areas in a manner, that the overall harmony and ambienceis maintained. Landscaping takes into account the various aspects of thearchitectural design. Trees are proposed to be planted to form an integral part ofthe landscape plantation and their selection is based on their ability to provideshade, flowers and fragrance apart from their high-yielding growth pattern. Theaddition of shrubs, hedges and ground cover will add to the aesthetics and softnessto the hard building surfaces.

4.8 Energy Management: The building will use energy efficient and environmentalfriendly designs that will control formulation of heat island effect. There will bealso green cover at the site to reduce formation of heat island. Passive designconcepts have been used to minimize energy consumption and maximize theenergy efficiency.Solar Architectural Features

The entire layout has been designed to take advantage of the local climaticconditions, the sun path and wind direction. Large windows have been proposed at regular intervals to invite daylight.

Solar Power is proposed to be utilized for pre heating the hot water required fordomestic use, hence reducing the electrical load for water heating.Energy Conservation Measures:

LED lamps and CFL lamps are used for interior lights Timers are used for exterior lighting Use of solar street lights in drive ways, yard areas Solar water heaterThe energy saving obtained in the proposed project and its break up detail is given in

Annexure 17

4.9 Parking And Traffic Management

Proposed Parking Facilities: It is proposed to provide the following parkingfacilitiesType Block 1 Block 2 Block 3

Cars Two Wheeler PhysicallyChallenged Car Two Wheeler PhysicallyChallenged Car TwoWheeler PhysicallyChallengedBasement 1 248 36348

137 26519

111 34219

Basement 2 - - 123 287 71 451Lower Ground 244 370 118 320 118 306Stilt 65 140 29 118 29 167Upper Stilt 1 129 279 91 134 91 187Upper Stilt 2 165 337 107 134 106 169Upper Stilt3 161 339 60 723 103 212Surface parking 421 (car parking)Traffic Management Plan: The project complex will have access throughThoraipakkam-Pallavaram 200ft radial road. The internal roads, pedestrianpathways, entry/ exits and traffic circulation plan have been shown in the trafficcirculation plan enclosed. In the circulation plan of the project, there will be properentry and exit points for systematic control of the vehicular movement within thesite. The traffic plan and traffic circulation plan showing the entry and exit and theinternal circulation is given as Annexure 8.

5. MITIGATION MEASURES FOR AIR POLLUTION

5.1 Construction Stage: During the construction stage there are chances of fugitivedust generation due to (i) excavation, (ii) movement heavy construction vehiclesalong the haul roads and (iii) storage and handling of construction materials.However, the generation of such dusts is most likely limited within the projectboundary and negligible quantity is expected to the surrounding environment. Tominimize such impact following measures shall be under taken:Site clearance The working area for the uprooting of shrubs or vegetation or for the removalof boulders or temporary or permanent structures shall be sprayed withwater or a dust suppression chemical immediately before, during andimmediately after the operation so as to maintain the entire surface wet.

Haul Road: Every main haul road (i.e. any course inside a construction site having avehicle passing rate of higher than 4 in any 30 minutes) shall be paved withconcrete, bituminous materials, metal plates, and kept clear of dustymaterials; or sprayed with water or a dust suppression chemical so as tomaintain the entire road surface wet.

Regular water spraying on haulage roads during transportation ofconstruction materials by water sprinklers Transfer points for transporting construction materials shall be provided withappropriate hoods/chutes to prevent dust emissions; Dumping of construction materials should be from an optimum height(preferably not too high) so as to reduce the dust blow

Use of vehicle Immediately before leaving a construction site, every vehicle shall be washedto remove any dusty materials from its body and wheels. Where a vehicle leaving a construction site is carrying a load of dustymaterials, the load shall be covered entirely by clean impervious sheeting toensure that the dusty materials do not leak from the vehicle.

Stock Piles: All loose material either stocked or transported shall be provided withsuitable covering such as tarpaulin, etc. Water sprinkling shall be done at the location where dust generation isanticipated; Over Burden (OB) waste dumps shall be sprayed with water as they are majorsources of air borne particulate matter/dust; and, OB waste dumps shall be reclaimed / afforested to bind the loose soil and toprevent soil erosion.

Building construction Where a scaffolding is erected around the perimeter of a building underconstruction, effective dust screens, sheeting or netting shall be provided toenclose the scaffolding from the ground floor level of the building Any skip hoist for material transport should be totally enclosed by impervioussheeting

5.2 Operation Stage : Table below gives the overview of the Air Pollution Control measuresadopted during the project operation stageAir Pollution Control Measures

S. N. Airpollutant

Source Control Measures1 SO2, NOx DG sets Action would be taken for providing adequate stackheight as per CPCB norms.2 Dust, SO2,NOx, CO, HC Vehicles

Roads will be maintained properly to reducedust. All vehicle owners will be informed to followthe emission standards fixed by thegovernment authorities to keep the airpollutants under control. Pollution under Control checkup camps will bearranged for vehicles.Measures for Controlling Vehicular Emission: To control the emissions from themovement of vehicular traffic in the proposed project, following measures shall beadopted:

Proper maintenance of the internal paved areas inside the boundary. Adequate greenbelt will be developed and maintained as described in thesubsequent portions. Informatory sign shall be provided to encourage vehicle owners to maintaintheir vehicle and follow the emission standards fixed by GovernmentAuthorities.

Control of Sulphur Dioxide Emission: To minimize the effect of sulphur dioxideemissions on ambient air quality, a stack is installed for the exhaust of the flue gases at asafe height complying with the standards laid down by MoEF. The main source of SO2emissions from the proposed project is the DG set operations. It would be ensuredthat all stacks of DG sets would be designed as per the stack height norms of MoEF.Diesel used for the DG sets will comply with the MOEF specifications.Control of Particulate Emissions: Particulate emissions are mainly resulted from themovement of vehicles in the project site. Keeping this in mind the internal paved area ofthe complex will be well maintained. Green Belt has been proposed in the campus. Thegreen belt development is designed basically to promote biodiversity enhancement,environmental management, land regeneration and water management, with technologytransfer of the above activities for wider application.

6. MITIGATION MEASURES FOR NOISE POLLUTION

6.1 Construction Stage During the construction stage, expected noise levels shall be in the range of80-85 dB (A) which will decrease with increase in distance as per the InverseSquare Law. Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noisegenerating activities will ensure minimum noise at receiver’s end. To prevent any occupational hazard, earmuff / earplug shall be given to theworkers working around or operating plant and machinery emitting highnoise levels. Careful planning of machinery operation and scheduling of operations shall bedone to minimize such impact.

6.2 Operation StageAll the equipment in the proposed project would be designed to have a noise level notexceeding 85-90 dB (A) as per the requirement of Occupational Safety and HealthAdministration Standards. There are few potential sources such a Pumps, etc that wouldgenerate noise levels above 85 dB (A) whenever in operation. For the noise from DGSets, there would be acoustic enclosure, which would lower the noise level. Therefore,adequate protective measures in the form of earmuffs / earplugs shall be given toworkers working in these areas.An adequate green belt cover shall be provided and the species will be selected basedupon their Air-Pollution Tolerance Index (APTI), Noise abatement capacity and localavailability and landscape requirements. Thus through the greenbelt there shall besignificant attenuation of noise generation.7. ENVIRONMENTAL MONITORING PLANTo check the effectiveness of mitigation measures as proposed, a detail environmentalmonitoring plan shall be implemented both during the construction and operation stage ofthe project. There shall be a project implementation unit (PIU) and it will be theresponsibility of PIU to implement such monitoring programme. Such monitoringactivities will help the PIU to maintain the quality of environment through adequatechecking and control of mitigation measures and environmental infrastructures. Thereshall be monitoring programme both for the construction and operation stages of theproject. Environmental Management plan is enclosed in Annexure 18.

8. CONCLUSION: There is minimum negative impact on Air, Noise and Water Environment. Treated Waste Water will be reused for gardening and flushing. Rain Water harvesting system is proposed. Organic waste converter for solid waste management is proposed. The Project will not result in any adverse impact to the Environment. The marginal impact of setting up the Development in the proposed locationwill be fully mitigated by the Environment Management Plans. (EMP) Definitely the project will improve the quality of living being offered throughbetter environmental aspects like large landscaped areas, less groundcoverage & better amenities.