1.0 GENERAL INFORMATION

1.1 Introduction

M/s. Radiance Realty Developers India Ltd. have proposed and constructed a residentialbuilding at Survey No. 87/1B1A, 86/1B in Okkiyam-Thoraipakkam village,SholinganallurTaluk, Kancheepuram District. Earlier we have submitted our application toSEIAA, Tamil Nadu dated 03.05.2013. Environmental Clearance has not been granted bySEIAA and the application has been delisted due to starting of construction at site withoutobtaining prior environmental clearance in violation of EIA Notification, 2006. As per therecent notification on the regularization of violation cases dated 14th March 2017, we wouldlike to submit our proposal with the total built up area of 66279.13 Sqm for EnvironmentalClearance to the Ministry of Environment, Forests and climate change for the said project.1.2 Contact details of the Project Proponent

Name & Contact Address:K. KannadasanAssistantNo. 480, Anna Salai, Khivraj Complex – II, 6th Floor,Nandanam, Chennai.600035E – Mail: ckk@radiancerealty.inT: 044 - 434709701.3 Land DescriptionThe area of the plot is 12302 sqm. It was a vacant land and has now been converted forResidential building. As per CMDA Master Plan, the site was classified under Industrial Usezone. Site is having flat terrain and soil has the capacity to absorb rainfall. The project site islocated at 12°56'54.19"N latitude and 80°14'21.74"E longitude. The site is well connectedby SH 49A (East) and SH 109 (North). The site is situated in Okkiyam-Thoraipakkam village,Sholinganallur Taluk, Kancheepuram District. The environmental settings of the site aregiven below:

Table 1: Details of Environmental SettingS. No. Particulars Details1. Latitude 12°56'54.19"N2. Longitude 80°14'21.74"E3. Total Plot Area 12302sqm5. Nearest Highway SH 49-A (Rajiv Gandhi Salai)7. Nearest Railway Station Velachery(3 Km, NW)8. Nearest Airport Chennai International airport (8.5 km, NW)

9. Nearest Port Chennai port (16 km, NE)10. Nearest City Chennai(1 km, N)1.4 Project Survey nos.S. No. 87/1B1A, 86/1B Okkiyam-Thoraipakkam village, Sholinganallur Taluk,Kancheepuram DistrictLand use map and Land ownership documents are enclosed in Annexure – I.

1.5 Local Regulation applicable for township and Area developmentWe are following the regulations of Chennai Metropolitan Development Authority (CMDA)as per Second Master Plan of Chennai Metropolitan Area 2026 -Volume II DevelopmentRegulations.1.6 Litigation(s) pending against the proposed project and /or any directions or orders

passed by any court of law/any statutory authority against the project is to bedetailed outNo litigations are pending against the project.

2.0 PROJECT DESCRIPTIONM/s. Radiance Realty Developers India Ltd. has constructed a Residential building inOkkiyam-Thoraipakkam village, Sholinganallur Taluk, Kancheepuram District in the state ofTamil Nadu. Total Plot area is 12302 sqm. The total built-up area of the building is 66279.13Sqm.Salient Features of the project:

Particulars DetailsProject Name MandarinLocation Okkiyam-Thoraipakkam village, SholinganallurTaluk, Kancheepuram District, Tamil Nadu.Type of project Construction for residential buildingTotal Plot Area 12302 SqmTotal Built up area 66279.13 SqmOSR 1384.17 SqmGround coverage 3351 SqmRoad & pavements 4114.17 SqmGreen Belt 1850 SqmSurface parking area 1302.66 SqmSTP, Solid Waste Disposal and Other 300 Sqm

Utilities AreaNumber ofBlocks/floors 3 blocks, tower 1 – Stilt+16 floors, tower 2 –Stilt+13 floors with combined double basementsand tower 3 – Stilt+9 floorsBuilding Height 62.1 mRoad Approach road – 200 ft- Pallavaram-Thoraipakkam Road in North and Rajiv GandhiRoad in the East.Nearest Railway Station Velachery(3 Km, NW)Nearest Airport Chennai International airport (8.5 km, NW)Nearest Harbor Chennai port (16 km, NE)Nearest Town Perungudi(1.5 km, N)Parking facilities Cars – 332Two wheelers - 118Power requirement 4102 kvaSource of power TNEBPower backup 250KVA – 4Nos125 kva – 1 noWater requirement Total water requirement: 273Fresh water: 180Recycled water: 93Water Source CMWSSBEstimatedpopulation 1980 personsProject cost Rs. 121.98 Cr2.2 Man power requirement:Local labors from nearby areas were deployed for the project work. Nearly 100 – 200skilled and unskilled laborers will be employed during peak construction period.2.3 Land Use Area Break up:

Table 2: Land use Break up

Details Area in (Sqm)a) Total Land Area 12302b) Total Ground Coverage Area of Buildings 3351c) Roads and Pavements Area 4114.17d) Surface or open Parking Area (if any) 1302.66e) STP, Solid Waste Disposal and Other Utilities Area 300.00f) Greenbelt development Area (Should be Minimum 15%) 1850g) OSR Area 1384.17

Built-up Area Breakup:Table 3.1: Basement

Table 3.2 Tower - 1

‘Floor Name

Built-upArea Built-up Area

Built-upArea

Total BuiltUp Area

DwellingUnits

(FSI Area) Non FSI AreaParkingArea

Sqm SqmStilt Floor 3.87 504.76 1636.84 2145.471st Floor 0.00 78.70 2089.47 2168.172nd Floor 1420.33 103.80 0.00 1524.13 103rd Floor 1420.33 103.80 0.00 1524.13 104th Floor 1420.33 103.80 0.00 1524.13 105th Floor 1418.51 103.78 0.00 1522.29 106th Floor 1418.51 103.78 0.00 1522.29 107th Floor 1420.33 103.80 0.00 1524.13 108th Floor 1420.33 103.80 0.00 1524.13 109th Floor 1420.33 103.80 0.00 1524.13 1010th Floor 1420.33 103.80 0.00 1524.13 1011th Floor 1418.51 103.78 0.00 1522.29 1012th Floor 1418.51 103.78 0.00 1522.29 1013th Floor 1420.33 103.80 0.00 1524.13 1014th Floor 1420.33 103.80 0.00 1524.13 1015th Floor 1420.33 103.80 0.00 1524.13 1016th Floor 1420.33 103.80 0.00 1524.13 10Total 21301.54 2140.38 3726.31 27168.23 150

Floor name (FSI Area) Non FSI Area ParkingArea

Total Builtup area

SqmSqm Sqm SqmBasement 2 0.00 141.22 5387.97 5529.19Basement 1 0.00 955.76 4349.18 5304.94

TOTAL 0.00 1096.98 9737.15 10834.13

Table 3.3 Tower – 2

Floor Name

Built-upArea Built-up Area Built-up

Area

Total BuiltUp Area

DwellingUnits(FSI Area) Non FSI Area Parking

Area

Sqm Sqm (100%)Stilt Floor 0.00 310.13 1902.04 2212.171st Floor 0.00 76.36 2157.90 2234.262nd Floor 1425.30 103.79 0.00 1529.09 103rd Floor 1425.30 103.79 0.00 1529.09 104th Floor 1425.30 103.79 0.00 1529.09 105th Floor 1424.06 103.78 0.00 1527.84 106th Floor 1424.06 103.78 0.00 1527.84 107th Floor 1425.30 103.79 0.00 1529.09 108th Floor 1425.30 103.79 0.00 1529.09 109th Floor 1425.30 103.79 0.00 1529.09 1010th Floor 1425.30 103.79 0.00 1529.09 1011th Floor 1425.30 103.79 0.00 1529.09 1012th Floor 1425.30 103.79 0.00 1529.09 1013th Floor 1425.30 103.79 0.00 1529.09 10Total 17101.12 1631.95 4059.94 22793.01 120

Table 3.4 Tower – 3

Floor Name

Built-upArea Built-up Area Built-up

Area

Total BuiltUp Area

Dwellingunits(FSI Area) Non FSI Area Parking

Area

Sqm Sqm (100%)Stilt Floor 0.00 286.32 296.58 582.901st Floor 506.07 38.47 0.00 544.54 102nd Floor 506.07 38.47 0.00 544.54 103rd Floor 506.07 38.47 0.00 544.54 104th Floor 506.07 38.47 0.00 544.54 105th Floor 506.07 38.47 0.00 544.54 106th Floor 506.07 38.47 0.00 544.54 10

7th Floor 506.07 38.47 0.00 544.54 108th Floor 506.07 38.47 0.00 544.54 109th Floor 506.07 38.47 0.00 544.54 10Total 4554.63 632.55 296.58 5483.76 90

Table 3.5 Summary

Total Built Up Area

FloorName

(FSIArea)Sqm

Non FSI AreaSqm Parking Area

Total Built UpArea

DwellingunitsBasement 1 0.00 141.22 4349.18 4490.40Basement 2 0.00 955.76 5387.97 6343.73Tower 1 21301.54 2140.38 3726.31 27168.23 150Tower 2 17101.12 1631.95 4059.94 22793.01 120Tower 3 4554.63 632.55 296.58 5483.76 90

TOTAL 42957.29 5501.86 17819.98 66279.13 360

Total No of Dwelling Units 360

2.4 Occupancy DetailsThe expected population of the residential building is 1980 persons and the details are given below.Table 4

2.5 Source of Water and Consumption

During Construction Phase: Total water requirement consumed during the constructionphase was about 25- 30 KLD, which were sourced through tanker supply.During Operation Phase: Total water requirement estimated during the operation phase willbe 273 KLD of which daily fresh water requirement for domestic use will be 180 KLD. Sourceof fresh water supply is CMWSSB.Flushing water requirement = 86 KLD (STP treated water)

S.No Description Rate of OccupancyOccupancy

load1 Residential Population 360 18002 Visitors & Maintenancestaff 10% of totalpopulation 180Total 1980

Gardening water requirement = 7 KLD (STP treated water)Water RequirementThe total water requirement during operation is 273 KLD. The wastewater generation fromthe project is estimated to be about 218 KLD. During operational phase the sewagegenerated will be treated in the proposed STP of 220 KLD. The treated water will berecycled for flushing & gardening. The estimation of water requirement and the waterbalance chart is shown in table below:Table 5: Water Requirement and Water Balance - Occupancy Load Calculation

Table 6: Water Requirement Calculation

Summary of water Requirement:Total water requirement = 273 KLDFresh water requirement for domestic purposes = 165 KLDTreated water requirement for Flushing purposes = 86 KLDTreated water requirement for Gardening purposes = 7KLDSwimming pool top up = 15 KLD

S.No Description Rate of OccupancyOccupancy

load1 Residential Population 360 18002 Visitors & Maintenancestaff 10% of totalpopulation 180Total 1980ProjectComponents Occupancyload Total WaterRequirement(lpcd) Fresh waterRequirement(lpcd) Treated waterRequirement(lpcd)ResidentialPopulation 1800 243000 162000 81000( 135 lpcd) (90 lpcd) (45 lpcd)Visitors &Maintenance staff 180 8100 2700 5400(45 lpcd) (15 lpcd) (30 lpcd)Total 251100 164700 86400Water requirement for Gardeningpurposes based on the Gardeningarea (1850Sqm (@ 3.5 litres/Sqm) 6475litres 6475litresSwimming pool top up 15000 15000Total 272575 179700 92875

WATER BALANCE

2.6 Power RequirementThe estimated power requirement during operation phase is about 4102 KVa and it will besourced from the nearby TNEB grid which will be distributed through the transformerswithin project premises. For emergency purposes, it is proposed to use DG sets of followingcapacities: 250 KVa x 4 Nos. 125 KVa x 1 Nos.

2.7 Solid Waste GenerationSolid waste would be generated both during the construction as well as during theoperation phase. The solid waste expected to be generated during the construction phasewill comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc.The following steps are proposed to be followed for the management of solid waste: Construction yards are proposed for storage of construction materials.

Swimming pool15 KLD

Gardening7 KLD

7 KLD

86 KLDDomestic Flushing(86 KLD)

STP220 KLD

Daily Fresh WaterRequirement

(180 KLD)

218 KLD132KLD(80%)

Domestic NonFlushing165 KLD

207 KLD

114 KLDTo CMWSSB114KLD

The excavated material such as topsoil and stones will be stacked for reuse duringlater stages of construction Excavated top soil will be stored in temporary constructed soil bank and will bereused for landscaping of the proposed Residential plotted colony project. Remaining soil shall be utilized for refilling / road work / rising of site level atlocations.

Table 7: Typical Solid Waste Sources and Quantity of Generation during Construction

S. No. Sources of waste Type of waste Quantity1 Sand, concrete, gravel, stone,bricks, plastic, metal and glass Non-Biodegradable Generation at the rate40-50 kg/Sqm ofconstruction area2 Paper and wood BiodegradableOperation Phase:

Municipal Solid waste:As the proposed project is a residential building, the solid waste envisaged during itsoperation phase includes waste papers, paper cups & plates, kitchen waste and plasticwastes. As per the manual on municipal solid waste prescribed by Central Public Health andEnvironmental Organization (CPHEEO), the quantity of solid waste generated variesbetween 0.2 to 0.6 kg/ capita/day. Quantity of solid waste generated from the proposedresidential building is given below:Table 8.1: Solid waste calculation

S.No ProjectComponents

Occupancyload

Per Capitageneration

Total solidWaste

generationKg/day1 Residents 1800 0.5 900

ConstructionWaste

ConstructionWaste, Brokenbricks, waste

plaster

Empty cementbags, containers

etc.,Excavated Soil

Used in re- filing,raising site level

Sold to agency forrecycling

Topsoil conservedfor landscaping,

balance used in re-filling

2 Visitors&Maintenancestaff 180 0.2 36Total Waste Generation in Kg/day 9363 STP dry Sludge - - 20

Source: Central Public Health and Environmental Engineering Organization (CPHEEO)Table 8.2: Composition of waste

S.No DescriptionQuantity

(Tons/day)Mode of treatment / disposal

1 Biodegradable Waste(@60% of wastegenerated) 0.562 Will be treated in organic waste convertorwithin the project site. Manure generated willbe used for landscaping purpose withinproject site.2 Non-Biodegradablewaste (@40% of wastegenerated 0.374 Waste will be sold to recyclers3 STP Sludge 20 kg/day Will be used as a Manure for greenbeltdevelopment

2.8 Parking requirement

Table 9Details No. of Carparks

No of twowheeler

parks

Area allotted forparking in (SQM)1) Total number of Car Parks in Basement-1 54 6 693.062) Total number of Car Parks in Basement-2 79 6 1005.563) Total number of car parks in Stilt 79 31 1080.804)Total number of car parks in Ground level(Surface parking) 73 69 1302.665) Total number of car parks in First floor 47 6 605.56

Total number of Car Parks required asCMDA norms

327 99

Total number of Car Parks provided 332 118 4687.64

Traffic Management Plan at the Entry & Exit to the Project Site:The project will have access through Pallavaram-Thoraipakkam road in the Northern boundary andRajiv Gandhi road in the Eastern boundary. Internal roads of 8.0 m wide are provided within the sitefor smooth movement of vehicles. The parking plan & traffic circulation plan showing the entry andexit and the internal circulation is given in Site plan.2.9 Type of building material to be usedFollowing building material were used at site:S. No. Building Material1. Coarse sand2. Fine sand3. Stone aggregate4. Stone for masonry work5. Cement6. Reinforcement steel7. Pipe scaffolding (cup lock system)8. AAC fly ash blocks9. PPR (ISI marked)10. P.V.C. conduit12. MDS, MCBs13. PVC rain water down take14. Joinery hardware- ISI marked15. PVC waste water lines16. S.W. sewer line up to main sewer2.10 Environmental Liability of the siteProject site was initially a vacant land. Hence the land was not polluted and suitable forresidential development.2.11 Existing Structure/Type of Material Demolition Debris etcThere were no existing structures in the project site, as it was a vacant land. Hence therewas no demolition/debris management involved.2.12 Essential Topo sheets/Maps to be provided with ToR applicationGoogle maps covering 1 km, 5 km and 10 km radius are enclosed in Annexure – III

2.13 Digital Elevation Model/ Contour MapContour Map is enclosed in Annexure - IV. Details of environmentally sensitive places, windpattern will be included in the EIA Report.

Detailed layout plan of proposed project development, approach roads, landscape, sewagedisposal facilities and waste disposal etc., will be given. Lay out plan of built up areas withcovered construction such as DG set rooms, transformer will be provided in EIA report.Requirement of natural resources such as water, sand, and wood will be used duringconstruction stage. The required natural resources are planned to procure from the nearbylocal market. Master Plan enclosed as Annexure – II.

2.14 Site Selection and PlanningThe project site is owned by M/s. Greaves Cotton Limited and they have nominated M/s.Radiance Realty Developers India Ltd. as the attorneys. The project site was a vacant landwhich is categorized as Industrial use Zone. Site selection was done based on proximity tolocal communities, ecologically sensitive areas Geo technical report will be covered in theEIA study.3.0 DESCRIPTION OF THE ENVIRONMENTBaseline studies are carried out to provide the detailed description of the existingecosystem, landscape, infrastructure, cultural heritage and urban environment. A baselinestudy describes the initial state of the environment within the selected boundaries of thestudy area. Water quality, soil quality, vegetation pattern, ecology, socio-economic profile,land use, places of archaeological importance etc. will be included in the EIA report.

Study AreaThe details about the existing environmental values are projected at each section in the formof the maximum and minimum values at each location and the measurement duration willbe provided in the Map. The area of the study covers 10 km radius around the proposed site.To make the process easier, the entire zone is divided into two, namely the core zonecomprising of the proposed construction project area and the buffer zone covering theremaining areas covered under the 10 km radius. Monitoring will be done within the studyarea and as per CPCB guidelines. Primary data collection will be in one season.3.1 Land Environment

a) TopographyFrom the topographical point of view, contour levels, slope of the site, landform and terraincharacteristics etc, is vital for the planning and implementation of environmental protectionmeasures. Investigation Report on the topography will be enclosed in the EIA Report.MethodologyThe methodology and the study will envisage different Land Use and Land Cover (LULC)around the proposed project area.b) Soil

From the environmental point of view of soil type and characteristics, permeability, Sub-soilpermeability and the soil fertility etc, is vital for the planning and implementation of greenbelt development, as part of maintaining the ecological balance of the region. The physical,strength and type of the soil characteristics Geotechnical investigation Report will beenclosed in the EIA Report. To identify soil quality Ph, Electrical conductivity, Moisturecontent, Total Kjeldahl nitrogen as N, Phosphorous as P will be analyzed as per IndianStandards test Method.3.2 Air EnvironmentFor the Climatology data the nearest authoritative meteorological recording station ismaintained by the Regional Meteorological Center at Meenambakkam, Chennai. The basicmeteorological parameters such as wind speed, wind direction, Temperature, Humidity andRain fall are pertinent to the air pollution studies are those governing the transport anddiffusion of the pollutants in the atmosphere and it will be covered in EIA report. Base linedata of air pollutant parameters extending an area of 10 km from the project site will bemonitored at 7 locations. Ambient air quality parameters namely PM2.5, PM10, Nitrogendioxide, Sulphur dioxide and Carbon monoxide, Ozone, Pb, NH3, Benzene, Benzo alphapyrene, Arsenic, Nickel will be analyzed as per Indian Standards 5182 method.3.3 Noise Environment

Noise Level StudyThe main objective of noise monitoring in the study area is to establish the baseline noiselevels and assess the impact of the total noise generated by the operation of the activitiesaround it. The environmental impact of noise can have several effects varying from NoiseInduced Hearing Loss (NIHL) to annoyance depending on loudness of noise. Theenvironmental impact assessment of noise from construction activity, vehicular traffic canbe undertaken by taking into consideration various factors like potential damage to hearing,physiological responses, and annoyance and general community responses. Noise surveyshould be conducted in the study area while covering 10 km distance from the project site.Noise monitoring will be undertaken for 24 hours at each location. Using hand heldinstruments sound Pressure Level (SPL) measurements and the levels were measured at alllocations, recording for 5 minutes at each hour was taken for 24 hours continuously. Theday noise levels have been monitored during 6 am to 10 pm and night levels during 10 pmto 6 am at all the sampling locations covered in the study area. The results will be producedas per the Noise Pollution (Regulation and Control) Rules 2000 – Ambient Air QualityStandards in respect of Noise.3.4 Water Environment

Water qualityWater is a vital commodity for the survival of human beings, animals, and vegetation andalso for the proper balance of the eco-system. As such any adverse impact on water quality

due to the proposed construction will have serious consequences on the environment.Hence it is essential to study the water quality, water table, Rain water harvesting of theregime likely to b influenced by the project and allied activities as per TOR and MoEF, EIAManual. The water quality of the study will be covered in EIA report.Sampling and AnalysisWater sampling is to determine the existing quality of ground water around the project areaand also to assess the impact from the proposed project. Sampling will be done by followingstandard guidelines for physical, chemical and bacteriological parameters. Analysis will becarried out by following methods prescribed in “Standard Methods for the Examination ofWater and Wastewater (21st Edition)”. Samples will be collected from surface water bodyand bore wells in the study area. The site selection was done taking into account thedrainage pattern and locations prone to water contamination. seven water samplinglocations will be selected around 10 km distance from the project site.

3.5 Rain Water HarvestingKeeping in mind the importance of water and it scarcity it is proposed to conserve water byrainwater harvesting by which the subsoil water condition / moisture content is maintained/ improved to a great extent. Also it is proposed to harvest rainwater from the terrace areaby collecting the same in a rainwater collection sump of suitable capacity and re-used fordomestic purposes with the provision of a filtration unit. And the rainwater collected fromopen paved and landscape area will be collected in the storm water drain which isconnected to Rainwater recharging pit; will be included in EIA report in detail.Details of Recharge Trenches: Trench maintained all along the boundary, the depth of thetrenches will be around 1.00 m. It is planned to remove the entire impervious layer tofacilitate rain water recharge. The width of the proposed trenches is 1.5 m. Pebbles ofdifferent size will be provided in an ascending order in the tank and a layer of sand will beprovided on top of the filter media. The rain water flowing through the open land, pavedarea and green belt area will be used for recharging to ground water through the above saidtrenches.

3.6 Biological EnvironmentEcological survey will be done with the following objectives.1. To carry out a systematic baseline survey of Flora and Fauna around 10 km radius of thestudy area.2. To list the plants and animals present in the study area as per the classifications ofMOEF,3. To identify the impacts of the proposed expansion activities on the plants and animals,4. To evaluate the impacts of the proposed action, and to propose EnvironmentalManagement Plan.

Scope of the work involved1. The study is required to be carried out as part of EIA study as per the guidelines of theMinistry of Environment and Forests (MOEF) and State Pollution Control Board (SPCB).2. The study should be based on the systematic field survey and secondary data (Oneseason).3. The study will cover the following:Floraa) Area will be divided as core zone and buffer zoneb) Listing of all species (scientific and local names) found in the study area - 10 km.Radius.c) Listing of species as per the following classifications: Agricultural crops Commercial crops Plantation Natural vegetation Grass lands Endangered species Endemic species Othersd) Based on the above findings Impacts of the proposed expansion.e) Environmental Management plans to improve existing status of flora in the area.

Faunaa) Core and Buffer zone divisionsb) Listing of all species in the study area of 10 km radius around the study areac) Schedule for each species as per the Wild Life (Protection) Act, 1972 and asamended subsequently should also be furnished.d) Zoological and local name of the species should be furnishede) Listing of species should be classified as: Endangered species Endemic species Migratory species Details of aquatic faunaa) Presence of endangered and endemic species should be supplemented by density.

3.7 Socio EconomicThe methodology adopted for the present study is the review of secondary data (2011Census and District Statistical Handbook) with respect to population, occupational structureand infrastructure facilities available in the region in 10 km radius area. The information onsocio-economic aspects of the study area will be compiled from various other secondarysources, which include public offices, semi-government and government agencies andfocused in the EIA report.

3.8 Solid Waste

Construction Phase: Solid wastes generated are characterized and quantified according todifferent activities due to proposed project during construction and operation phase. Majorcomponents construction waste includes Cement Concrete, Bricks, Cement Plaster Steel(from RCC, door/window frames, roofing support, railing of Staircase) Rubble, Stone(marble, granite, sand stone) ,Timber / wood and the Minor components are Conduits (iron,plastic), Pipes (GI, iron plastic), Electrical Fixtures (copper / aluminum wiring, woodenbaton, bakelite / plastic switches, wire insulations), Panels (wooden , laminated), Others(glazed tiles, glass panes). Construction wastes generated is estimated to be about 40-60kg/m2.Usage of Excavated soil, prevention of soil contamination, raw material handling and storageand disposal will be covered in the EIA report.4.0 SPECIFIC STUDIESThe energy consumption analysis and data sheets are as per the Energy conservationBuilding codes 2007/Bureau of Energy Efficiency. The total power requirement for theproject and the number of required DG sets will be provided in EIA report in detail.4.1 TransportPlease refer site plan which will include the connectivity existing and proposed road. Trafficsurvey data will be discussed in the EIA report.4.2 Energy ConservationEnergy conservation will be one of the main focuses during the complex planning andoperation stages. The conservation efforts would consist of the following:

Architectural design

Maximum utilization of solar light will be done. Maximize the use of natural lighting through design. The orientation of the buildings will be done in such a way that maximum daylight isavailable. The green areas will be spaced, so that a significant reduction in the temperature cantake place.Energy Saving Practices

Energy efficient lamps will be provided within the complex. Constant monitoring of energy consumption and defining targets for energy conservation. Adjusting the settings and illumination levels to ensure minimum energy used for desiredcomfort levels.

Behavioral Change on Consumption

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

Green Belt DevelopmentIt is proposed to have tree plantation along the periphery of the site and also to developlawn and greenery inside the project area. The vegetation for the green belt will be selectedfrom the native species adapted to the local environment. About 1850 Sqm of green area hasbeen provided.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 close conjugationto the hard areas in a manner, that the overall harmony and ambience is maintained.Landscaping takes into account the various aspects of the architectural design. Trees areproposed to be planted to form an integral part of the landscape plantation and theirselection is based on their ability to provide shade, flowers and fragrance apart from theirhigh-yielding growth pattern. The addition of shrubs, hedges and ground cover will add tothe aesthetics and softness to the hard building surfaces.5.0 ENVIRONMENTAL MONITORING PROGRAM

Table 10: During Operation Stage

Sl. No Item Parameters Frequency Location1 Ambient AirQuality SPM,RSPM,SO2,NOX Quarterly At major construction area(total 5 stations) aroundperiphery of the site2 Noise Level Equivalent NoiseLevel Db (A) Quarterly Near DG sets, Near STP,Near Parking Area.3 Exhaust fromDG Set SPM, SO2 Quarterly Stacks of DG sets4 WaterAnalysis Physical, chemicaland Biologicalparameters Quarterly Ground water Harvested water storedin Tank (after treatment)5 Waste waterAnalysis PH, BOD, COD,TSS,TDS, Oil and gas Quarterly Before and aftertreatment from STPAll parameters shall be monitored; compilation and reporting will be done by NABLAccredited Laboratory.

6.0 ADDITIONAL STUDIES

6.1 Risk Assessment and Disaster Management PlanRisks in the complex will be due to natural calamities like earthquake, flooding and otherssuch as fire and accidental hazards. All precautions will be taken to control these risks and awell-planned Disaster Management Plan will be covered in the EIA report.6.2 Natural Resource conservationRealizing the need for an eco-friendly environment has proposed to do the following naturalresource conservation techniques. To minimize water demand the project has Waterbalance chart, sewage treatment plant, plan for treated water usage, dual pipe line rainwater harvesting, regular air; water quality monitoring will be explained in EIA report of theproject.6.3 Assessment of Ecological damage and remediation planA separate assessment of the ecological damage will be done based on the specific terms ofreference issued by the Expert Appraisal Certificate. Further, the remediation plan andnatural and community resource augmentation plan will be prepared.7.0 PROJECT BENEFITSDuring construction phase local people were benefited by the construction type ofemployment. The project is located in the development zone. It will act as a pioneer forother development.8.0 ENVIRONMENT MANAGEMENT PLANEnvironmental Management plan is a vital process of any management plan of thedevelopment project. This helps in signaling the potential problems that resulting from theproposed project and will allow for prompt implementation of effective correctivemeasures. The environmental monitoring will be carried out for the construction andoperational phases.

Table 11: Environmental Monitoring Plan

Sl. No Description Frequency ofSampling & Analysis

Construction Phase1 Ambient Air Quality Once in three month2 Stack Emission from DG set Once in three month3 Ambient Noise Level Once in three month4 Soil Quality Once in three month5 Ground Water Once in three monthOperation Phase1 Ambient Air Quality Once in three months

2 Stack Emission from DG set Once in three months3 Ambient Noise Level Once in three months4 Treated Sewage Once in a week5 Ground Water Once in three monthsBudget Allocation for Environmental Monitoring Plan

Table 12.1: Construction Phase

S. No ParameterTotal Cost (Rs. In Lakhs)

Capital cost Operational expenses(per Annum)1 Drinking water & sanitation(Temporary toilets facilities) 3.5 82 Storm Water management 2.0 5.03 Solid waste /debris management 0.7 4.04 Environmental Monitoring 0 4.05 Dust suppression Measure 3 5

Total Cost 19.00 5Table 12.2: Operation Phase

S. No Item

Cost In Lakhs

SetupOperational /

Maintenance Cost perannum1 STP Cost 40 52 Rain water Harvesting(Recharge pits & collection sump) 10 1.13 Environmental Monitoring(NABL approved agency) 5 2.04 Energy conservation 28 1.55 Gardening 20 36 Solid Waste Management 12 2.0

Total Cost 115 14.611.0 CSR ACTIVITIESDetailed CSR initiatives mentioning specific financial commitment with time boundprogramme will be included in the EIA Report.12.0 SUMMARY & CONCLUSIONThe proposed project is a development of Residential building.

There will be minimum negative impact on Air, Noise and Water Environment. Treated Waste Water will be reused for gardening, flushing. Rain Water harvesting system has been provided.

Organic waste converter for solid waste management is proposed. There will be positive Impact on Social conditions in and around the site. The Project will not result in any adverse impact to the Environment. The marginal impact of setting up the Development in the proposed location will befully mitigated by the Environment Management Plans. (EMP) The proposed project will improve the quality of living being offered through betterenvironmental aspects like large landscaped areas & better amenities.All the above mentioned details of practices as provided in this ToR will be studied in detailduring the EIA report.