PROJECT REPORT ON EXPANSION OF RESIDENTIAL APARTMENT PROJECT

Transcription

1 PROJECT REPORT ON EXPANSION OF RESIDENTIAL APARTMENT PROJECT At, Survey Nos. 65/1, 65/2 and 65/3, Thubarahalli Village, Varthur Hobli, Bangalore East Taluk, Bangalore. Submitted By M/s. Vaswani Estates Developers Pvt. LTD., Vaswani Victoria, 30, Victoria Road, Bangalore Submitted to State Environment Impact Assessment Authority, Karnataka. ENVIRONMENTAL CONSULTANTS M/s. AQUA TECH ENVIRO ENGINEERS, # 3391, 6 th Main, 3 rd Cross, RPC Layout, Vijayanagar II Stage, Bangalore Tele Phone: Fax:

2 INDEX SL NO DESCRIPTION PAGE NO. 1 APPLICATION IN FORM I APPLICATION IN FORM I A ANNEXURE TO APPLICATIONS A B C D E F G H I J K L M N 0 COMPREHENSIVE PROJECT REPORT WATER REQUIREMENT DETAILS FOR THE PROJECT SEWAGE GENERATION, UTILITY OF TREATED SEWAGE & DESIGN DETAILS OF SEWAGE TREATMENT PLANTS WATER BALANCE CHART WATER REQUIREMENT AND SEWAGE DISPOSAL DURING CONSTRUCTION PHASE SOLID WASTE GENERATION & MANAGEMENT DETAILS (CONSTRUCTION & OPERATION PHASE) ENVIRONMENTAL MONITORING AND MANAGEMENT PLAN (EMP) FOR CONSTRUCTION AND OCCUPANCY PHASES RAIN WATER MANAGEMENT SCHEME DISASTER MANAGEMENT PLAN FOR PRE-CONSTRUCTION PHASE EMP FOR CONTROL OF DUST AND NOISE DURING CONSTRUCTION PHASE. RISK ASSESSMENT & MANAGEMENT PLAN GEO TECHNICAL INVESTIGATION REPORT TRAFFIC SURVEY AND ITS MANAGEMENT SAVINGS IN ELECTRICAL POWER CONSUMPTION PROJECT RELATED DRAWINGS/PLANS

3 (I) Basic Information APPENDIX I (See paragraph 6) FORM 1 1 Name of the Project BRENTWOOD 2 S. No. in the schedule Serial No. 8 (a) of schedule 3 Proposed capacity/area/ Residential Apartment with 237 Flats, length/tonnage to be Club house and worship place. handles/command area/lease Built up area 43, sq. m area/number of wells to be drilled Net Plot area 13, sq. m 4 New / Expansion / Modernization Environmental Clearance is obtained for the project from SEIAA vide Letter No. SEIAA: 200: CON: 2011 dated ) EC obtained : Activity: Residential apartment 4 towers with B+G+14UF Club House: Ground, 1 Floor. Built up area: 65, sq m a) Number of blocks: 4 Blocks b) Building configuration: Residential Apartment 4 towers with B+G+14UF Club House: Ground, 1 Floor. c) Total plot area: 12,848 sq. m 2) Project after Expansion: a) Activity: Residential Apartment with 237 flat, club house B+G+2UF and worship place B+G+1UF b) Built up area: 43, sq m c) Number of blocks: 4 Towers d) Building configuration: Residential Apartment with 3 basements, 17 floors, 3 ground floors. e) Total Plot area: 13, sq m 5 Existing capacity / Area etc., NA 6 Category of project i.e., `A` or `B` B 7 Does it attract the general condition? NO If yes, please specify. 1

4 8 Does it attract the specific condition? NO If yes, please specify. 9 Location Brentwood Plot/Survey/Khasra No. Survey Nos. 65/1, 65/2 and 65/3, Village Thubarahalli Varthur Hobli Thesil Bangalore East Taluk District Bangalore District State Karnataka 10 Nearest railway station/airport along Bangalore city railway station Bangalore with distance in Kms. International Airport Limited at about Nearest Town, City, District Headquarters along with distance in Kms. 12 Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (Complete postal addresses with Kms & 40 Kms respectively Nearest town Bangalore City & District Bangalore Bruhat Bengaluru Mahanagara Palike (BBMP), N R Square, Bangalore Ph telephone nos. to be given) 13 Name of the applicant M/s. Vaswani Estates Developers Pvt. Ltd., 14 Registered address Vaswani Victoria, 30, Victoria Road, Bangalore Address for correspondence: Same as above Name Mr. LAVA KUMAR Designation (Owner/Partner/CEO) General Manager-Liaisoning Address As above Pin Code Bangalore E mail lava.kumar@vaswanigroup.com Telephone No Fax No Details of alternative Sites examined, if any. Location of these sites would be shown on a topo sheet. 17 Interlined Projects NA 18 Whether separate application of NA interlinked project has been submitted? 19 If yes, date of submission NA Village District State No alternative sites are examined. 20 If no, reason Proposed project is Expansion (Addition of Built up area, flats and worship place) of Project. 21 Whether the proposal involves approval/clearance under: if yes, details of the same and their status to 2

5 be given a) The Forest (Conservation) Act 1980? b) The wildlife (Protection) Act, 1972? c) The C R Z Notification, 1991? 22 Whether there is any Government Order/Policy relevant/relating to the NO NO NO None site? 23 Forest land involved (Hectares) None 24 Whether there is any litigation pending against the project and/or land in which the project is propose to be set up? a) Name of the court b) Case No. c) Orders/directions of the court, if any and its relevance with the proposed project. None Screening Category: The proposed project is under Category 8 B as per amended EIA notification September 14 th 2006 Capacity corresponding to sectoral activity (such as production capacity for manufacturing, mining lease area and production capacity for mineral production, area for mineral exploration, length for linear transport infrastructure, generation capacity for power generation etc.,) (ii) Activity 1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.) Sl. No. Information/Checklist confirmation 1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan) 1.2 Clearance of existing land, vegetation and buildings? Yes /No Yes No Details thereof (with approximate quantities/rates, wherever possible) with source of information data The project is designed in concurrence with the Bangalore Development Authority and therefore there will not be any permanent or temporary changes in land use, though the proposed project is likely to increase the intensity of land use Project is Expansion proposal and does not involve clearance of building, vegetation. 3

6 1.3 Creation of new land uses? No Creation of new land uses from the project is not expected as the intended use of the plot is for the residential purposes. 1.4 Pre-construction investigations e.g. bore houses, soil testing? Yes Geotechnical investigation report is enclosed as Annexure L. 1.5 Construction works? Yes The project mainly involves construction activities. These activities are likely to have certain impact on the surrounding environment in respect of Air, Water, Land etc., The associated impact of construction activity on the above environmental attributes and the mitigation measures adopted in the project is appended in Annexure G. 1.6 Demolition works? No There is no demolition work involved in the project site. 1.7 Temporary sites used for construction works or housing of construction workers? (Details of labour camps, Number of labours, Number of toilets, Bath rooms, Medical facilities for labours, safety measures for labours, Nursery 1.8 for Above labours ground children) buildings, structures or earthworks including linear structures, cut and fill or excavations (Calculation for earth work estimation) Yes Presently about 350 construction workers are engaged for construction activities and the same work force is adequate for the proposed expansion proposal also. Yes 100 Sheds and 50 Toilets with bathrooms Both underground are and provided above ground for construction structures are workers. constructed The Expansion wastewater (Addition from of workers flats, Built shed up is being area, discharged plot area, to worship UGD Facilities. place) of Project. Sheds for construction workers is provided Area statement in the land located and adjacent Building to Configuration site. Necessary details agreement of the project is made is with detailed the land in the owner. Comprehensive project report appended as Annexure - A. Drinking water supply and adequate storage Presently, facility basement will be provided work for in construction Residential Apartment, workers. club house and worship place is under construction The excavated workers earth will be partly provided is used with first for aid refilling, facilities paved apart area from formation personal and protective partly is gadgets. stored scientifically for landscape use Periodic health assessment camps and administration of medicines as and when required will be provided. 4 A small class room with a teacher

7 1.9 Underground works including mining No NA or tunneling? 1.10 Reclamation works? No NA 1.11 Dredging? No NA 1.12 Offshore structures? No NA 1.13 Production and manufacturing No NA processes? 1.14 Facilities for storage of goods or Yes Temporary sheds are being materials? constructed for storage of construction 1.15 Facilities for treatment or disposal of solid waste or liquid effluents? Yes materials. Liquid waste: The liquid waste generated from workers camps is being discharged to UGD facilities. Water requirement for the Construction phase is appended as Annexure - E. Sewage Treatment Plant (STP) will be constructed to treat the wastewater generated from the project during occupancy phase. Quantity of wastewater generation and design details of STP is appended as Annexure C. Solid Waste: Construction Phase: The domestic wastes are segregated and collected at a common designated place and the organic waste is disposed through BBMP. Solid waste like construction debris generated during construction phase of about 200 cum will be used for preparation of sub grades for Roads and pathways. Occupancy Phase: Collection and segregation at the source of generation and Organic Waste will be treated in Organic Converter and the Inorganic Waste will be sent for recycling. 5

8 The solid waste generation detail is appended as Annexure F Facilities for long term housing of Yes No long term housing plan for the operational workers? operational worker is planned in the project as the local population residing in the surrounding areas of the project site will find the employment opportunity for various maintenance needs of the project once it is occupied New road, rail or sea traffic during No NA construction or operation? 1.18 New road, rail, air waterborne or No NA other transport infrastructure including new or altered routes and stations, ports, airports etc? 1.19 Closure or diversion of existing No NA transport routes or infrastructure leading to changes in traffic movements? 1.20 New or diverted transmission lines or No NA pipelines? 1.21 Impoundment, damming, culver No NA ting, realignment or other changes to the hydrology of watercourses or aquifers? 1.22 Stream crossings? No NA 1.23 Abstraction or transfers of water form ground or surface waters? Yes The source of water supply for the project is from BWSSB Sources Changes in water bodies or the land surface affecting drainage or runoff? No NA 1.25 Transport of personnel or materials for construction, operation or decommissioning? 1.26 Long-term dismantling or decommissioning or restoration works? Yes No Transport facilities are not proposed as the workers are being provided with sheds located in the adjacent land of the project site. The impacts due to the movement of vehicle both during construction and occupancy phase is detailed in the Traffic Management studies appended as Annexure M. NA 6

9 1.27 Ongoing activity during decommissioning which could have an impact on the environment? 1.28 Influx of people to an area in either temporarily or permanently? No Yes NA There will be Influx of population during the construction and occupancy phase as detailed under. Temporarily during construction phase (350 numbers) and permanent during occupancy phase (1185 numbers) are expected Introduction of alien species? No NA 1.30 Loss of native species or genetic No NA diversity? 1.31 Any other actions? No NA 2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are nonrenewable or in short supply): Sl.No Information/checklist confirmation Yes/ No Details thereof (with approximate quantities/rates, wherever possible) with source of information data 2.1 Land especially undeveloped or agricultural land (ha) 2.2 Water (expected source & competing users) unit: KLD Yes Yes 2.3 Minerals (MT) No NA 2.4 Construction material stone, aggregates, sand / soil (expected source MT) Yes The project site Expansion (Addition of Built up area and units) of Project. The total site area is SQM. The source of water for the project is from BWSSB sources. Total water requirement is about 179 KLD Granite: sq m Marble: sq m Tile: sq m Wooden flooring: sq m Ceramic tile: 9045 sq m Glass railing: 4153 l m M S Railing: 936 l m Glass cladding: 2938 sq m 2.5 Forests and timber (source MT) Yes Procured through local timber depots. 7

10 2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW) 2.7 Any other natural resources (use appropriate standard units) Yes No Power Requirement: Construction phase: Presently temporary power from BESCOM is augmented to operate construction machinery and General Lighting for workers shed is 100 kva One DG Set of 150 kva capacity is proposed to serve as backup power supply during power failure. Occupancy phase: Anticipated power requirement from BESCOM is kva. i) EC obtained: 2 X 750 kva capacity DG sets. ii) Project after Expansion: 3 X 320 kva The above DG sets will be installed as against EC obtained DGs which will be provided with adequate stack and acoustics. Fuel Requirement: Construction phase: Low Sulphur content Diesel consumption is 30 L/hr for DG set of 150 kva capacity Occupancy phase: Low Sulphur content Diesel consumption is 70 L/hr for DG set of 320 kva respectively. NA 8

11 3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health. Sl.No Information/Checklist confirmation 3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies) 3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases) 3.3 Affect the welfare of people e.g. by changing living conditions? 3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc., Yes /No No No Yes No Details thereof (with approximate quantities/rates, wherever possible) with source of information data NA NA 3.5 Any other causes No NA The implementation of the proposed project is beneficial both socially and economically to its local populace, as it creates both long term and short term employment opportunities. NA 4. Production of solid wastes during construction or operation or Decommissioning (MT/Month) Sl.No Information/Checklist Yes Details thereof (with approximate confirmation /No quantities/rates, wherever possible) with source of information data 4.1 Spoil, overburden or mine wastes No NA 4.2 Municipal waste (domestic and or commercial wastes) 4.3 Hazardous wastes (as per Hazardous Other industrial process wastes Waste Management Surplus product Rules) No No NA NA 4.6 Sewage sludge or other sludge from effluent treatment Yes The quantity of solid waste generation and its management during construction and occupancy phase is appended as Section - F of project report. Yes Spent oil from DG sets category 5.1. About 250 Litres/Annum of spent oil is generated which is sent to authorized No spent The secondary oil reprocessor dewatered with STP manifest sludge as of per 54 kgs/day notification and will of be Hazardous collected Waste from (Management Plate and frame and Filter Handling Press Rules). and used as manure. 4.7 Construction or demolition wastes Yes There is no demolition work involved in the project and all efforts is being made 9

12 4.8 Redundant machinery or equipment. 4.9 Contaminated soils or other materials 4.10 Agricultural wastes No NA 4.11 Other solid wastes No NA No to reduce construction waste by adopting modern construction practices such as proportioning and weigh batchers for concreting. Construction debris of about 200 cum generated, will be used as preparatory materials for road formation within the project site. NA Yes Measures adopted to control soil contamination. 1. Providing collection trays to collect oil dripping from construction machineries if any. 2. Prevention of spillage and leakage of oils if required. 3. Providing kerb stones, lined gutter and oil traps. 5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr) Sl.No Information/Checklist Yes Details thereof (with approximate confirmation /No quantities/rates, wherever possible) 5.1 Emissions from combustion of fossil fuels from stationary or mobile sources 5.2 Emissions from production processes Yes No with source of information data There is no other source of emission from the project other than from stationary sources like DG sets to be installed during occupancy period. Emission rate (g/s) 1 Sulphur dioxide 2 Suspended Particulate Matter (SPM) 3 Oxides of Nitrogen NA g/s g/s g/s 10

13 5.3 Emissions from materials handling including storage or transport 5.4 Emissions from construction activities including plant and equipment 5.5 Dust or odours from handling of materials including construction materials, sewage and waste 5.6 Emissions from incineration of waste 5.7 Emissions from burning of waste in No NA open air (e.g. slash materials, construction debris) 5.8 Emissions from any other sources No NA Yes Fugitive dust due to movements of vehicles carrying construction materials. Proposed measures for control of dust and noise during construction phase is appended as Annexure - J. Yes Fugitive dust during earthwork, concreting, construction material handling. Closed operations for mixing of construction materials will be followed. Yes Fugitive dust due to handling of construction materials. Emission of fugitive dust will be controlled by sprinkling of water and barricading will be provided all around the project site. Details of control of Dust and Noise during construction phase is appended as Annexure J. No NA 6. Generation of Noise and Vibration, and Emissions of Light and Heat: Sl. No. Information/Checklist confirmation Yes/ No Details thereof (with approximate quantities/rates, wherever possible) with source of information data with 6.1 From operation of equipment e.g. engines, ventilation plant, crushers Yes source of information data Operation of DG set during occupancy phase. Appropriate and adequate noise control measures will be adopted to control noise. 6.2 From industrial or similar processes No DG Sets are set-up in room with acoustic enclosures. Further noise attenuation by way of planting peripheral trees as noise barriers. NA 11

14 6.3 From construction or demolition Yes Noise generation due to construction activities will be negligible and barricades will be erected all-round the site. Details of control of Noise during construction phase are appended as Annexure J. However there is certain increase in ambient noise level during construction activities which will be reduced by under taking periodic preventive maintenance of construction materials and restricting and reducing the speed of vehicle operated for the movements of construction materials. All appropriate measure as detailed for 6.1 above is applicable. 6.4 From blasting or piling No NA 6.5 From construction or operational traffic Yes Construction phase: Vehicles carrying construction materials Occupancy phase: Vehicular movement by the occupants. The details of mitigation measure planned to reduce the noise level is appended as Annexure - G. 6.6 From lighting or cooling systems No NA 6.7 From any other sources No NA 7.Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea: Sl. No. Information/Checklist confirmation Yes /No Details thereof (with approximate quantities/rates, wherever possible) 7.1 From handling, storage, use or spillage of hazardous materials Yes with source of information data Appropriate management measures to prevent contamination of land, water are detailed in Annexure - G under water and land environment. 7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge) Yes Disaster management plan for Pre construction phase is appended as Annexure I. The total quantity of wastewater generated from the proposed project is about 162 KLD 12

15 7.3 By deposition of pollutants emitted to air into the land or into water No 7.4 From any other sources No NA 7.5 Is there a risk of long term build up of pollutants in the environment from these sources? No The treated sewage from the project will be used for landscape development and toilet flushing. Water Balance Chart is appended as Annexure D. NA NA 8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment Sl.No. Information/Checklist confirmation Yes Details thereof (with approximate /No quantities/rates, wherever possible) with 8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances No source of information data NA 8.2 From any other causes No No major risk from the project is anticipated. Risk Assessment & Management Plan for the project is appended as Annexure K 8.3 Could the project be affected by natural disasters causing environmental damage (e.g. Floods, earthquakes, landslides, cloudburst etc)? No NA 9. Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality. Sl. No L 9.1 Information/Checklist confirmation Lead to development of supporting. Utilities ancillary development or development stimulated by the project which could have impact on the environment e.g.: Yes /No Yes Details thereof (with approximate quantities/rates, wherever possible) with source of information data Net Positive Impact in terms of overall development of the area is expected from the project 13

16 Supporting infrastructure (roads, power supply, waste or wastewater treatment, etc.) housing development extractive industries supply industries other 9.2 Lead to after-use of the site, which could have an impact on the environment 9.3 Set a precedent for later developments 9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects Yes Yes No No No No Yes No Direct & Indirect Employment opportunities are also created due to development of this project. New business opportunities are expected to cater the daily needs of the residence of the project. Residential Apartment with 237 flats, club house and worship place. NA The project development is likely to set precedence to other likely developments in the surrounding area. NA (II) Environmental Sensitivity Sl. Areas No. 1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value 2 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses other water bodies, coastal zone, biospheres, mountains, forests. 3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration 4 Inland, coastal, marine or underground waters Name/ Identity No Yes No No Aerial distance (within 15 km.) Proposed project location boundary NA Thubarahalli lake at 1.25 Km (North), Munekolal lake at 1.5 Km (North West) and Varthur lake at 2.0 Km (South East) NA NA 14

17 5 State, National boundaries No NA 6 Routes or facilities used by the public No NA for access to recreation or other tourist, pilgrim areas 7 Defense installations No NA 8 Densely populated or built-up area No NA 9 Areas occupied by sensitive man-made No NA land uses (hospitals, schools, places of worship, community facilities) 10 Areas containing important, high quality No NA or scarce resources(ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals) 11 Areas already subjected to pollution or No NA environmental damage. (those where existing legal environmental standards are exceeded) 12 Areas susceptible to natural hazard No NA which could cause the project to present environmental problem (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions) 15

18 APPENDIX II (See paragraph 6) FORM-1 A (Only for construction projects listed under item 8 of the Schedule) CHECK LIST OF ENVIRONMENTAL IMPACTS (Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring program) 1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity) 1.1 Will the existing land use get significantly altered from the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use if any and the statutory approval from the competent authority be submitted) Attach Maps of (i) (ii) site location (Google Image showing the project site location with surrounding details is enclosed) surrounding features of the proposed site (within 500 meters) (iii) The site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans. The existing land use does not get altered significantly as the project surroundings have Residential layouts and Apartments Surrounding Features: Google, Location map of the project site is enclosed as Annexure - O. Land Use Pattern: The land around the project site indicates a mixed land use pattern; there are individual residential units, Apartments, layouts and surrounded by areas like Manjunatha layout, Silver spring layout, Thubarahalli, BEML Layout, Thigalarpalya, Munekolal, Ramagondanahalli, Varthur etc., Transportation: Project site is located off Marathalli Whitefield road (0.6 Km from Kundahalli junction, Tubrahalli road) Agricultural Land: The surrounding areas / villages (Thubarahalli, Thigalarpalya, Ramagondanahalli, Varthur etc.,) around the site have Agricultural lands and plantations. 16

19 No Forest: Bannerughatta national park is at a distance of 20 Km from site. 1.2 List out all the major project requirements in terms of the Water Bodies: Thubarahalli lake at 1.25 Km (North), Munekolal lake at 1.5 Km (North West) and Varthur lake at 2.0 Km (South East) Total Plot Area Built up area, Water consumption, Power requirement, connectivity, community facilities, 13, sq m 43, sq m (After expansion) 175 KLD (After expansion) The power required for the proposed project will be supplied by BESCOM which is about kva. Project site is located off Marathalli Whitefield road (0.6 Km from Kundahalli junction, Tubrahalli road) Total parking provided: 312 numbers Parking needs etc., 1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing land use, disturbance to the local ecology). 1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Details of soil type, slope analysis, vulnerability to subsidence, seismicity etc may be given). 1.5 Will the proposal involve alteration of No No ecological disturbance is anticipated. Geotechnical Investigation report of the project site is enclosed as Annexure L. 17

20 natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site) 1.6 What are the quantities of earthwork involved in the construction activitycutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.) 1.7 Give details regarding water supply, waste handling etc during the construction period. 1.8 Will the low lying areas & wetlands get altered?(provide details of how low lying and wetlands are getting modified from the proposed activity) 1.9 Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labour and the means of disposal) 2. WATER ENVIRONMENT: The survey/contour map of the project site is appended as Annexure O. Presently, basement work in Residential Apartment, club house and worship place is under construction excavated earth partly is used for refilling, paved area formation and partly is stored scientifically for landscape use Sewage generated from construction workers camp will be treated in Package STP. No Construction debris 200 cum will be used for road formation activities in the project site. The details of solid wastes generated by the construction workers is appended as Annexure F. 2.1 Give the total quantity of water requirement for the proposed project with the breakup of requirements for various uses. How will the water requirement met? State the sources & quantities and furnish a water balance statement. 2.2 What is the capacity (dependable flow or yield) of the proposed source of water? 2.3 What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality) Domestic water requirement is 179 KLD which will be sourced from BWSSB Sources. The details of source of water supply and basis of calculations is appended as Annexure - B. The water balance chart is appended as Annexure D. Details are applicable as above. The expected domestic water requirement is 179 KLD and will be augmented through BWSSB sources. 18

21 2.4 How much of the water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage) 2.5 Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption) 2.6 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity) 2.7 Give details of the water requirements met from water harvesting? Furnish details of the facilities created. The proposed project envisages the utility of treated sewage for recycling purposes by way of using it for flushing of toilets and gardening. The total quantity of treated sewage available in the project is 162 KLD Toilet Flushing (Recycled): 36 KLD Water balance chart Furnished as Annexure D No The Raw sewage generated from the proposed activity will be treated to tertiary level and the residual organics in the treated wastewater will be practically nil, the treated sewage will be reused, therefore incremental pollution load is not anticipated. Details of wastewater quality and quantity and design details of STP (175 KLD capacity) and flow chart is appended as Annexure C. Rain Water Harvesting Potential from apartment: 31 KLD Details furnished as Annexure H 19

22 2.8 What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) 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? 2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any) 2.10 What precautions/measures are taken to prevent the run-off from construction activities polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts) 2.11 How is the storm water from within the site managed? (State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels) 2.12 Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation) Adequate and optimal internal storm water drains are created to handle the internal runoff and convey it to external drains. The detailed drawing for internal storm water management is appended as Annexure O. As the ground water potential is likely to increase due to ground water recharging. The groundwater recharging scheme is planned in the project. Storm water Management drawing is enclosed as Annexure O. Runoff contamination from the proposed project is reduced by providing lined gutter for carrying runoff from construction areas and Kerb Stones and bunds to prevent Runoff Contamination. Preventing the mixing of storm water runoff and sewage from labour camps. Use of leak proof containers for storage of oil to avoid contamination of runoff. The storm water is channelized through storm water drains to finally join ground water recharge pits and the excess Storm Water free from runoff Contamination will be let to External Drains. Sewage generated from the construction workers camp is discharged to UGD facilities. 20

23 2.13 What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology & facilities for recycling and disposal) 2.14 Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use. 3. VEGETATION 3.1 Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with it s unique features, if any) 3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) 3.3 What are the measures proposed to be taken to minimize the likely impacts on important site features (Give details of proposal for tree plantation, landscaping, creation of water bodies etc along with a layout plan to an appropriate scale) Sewage Treatment Plant is proposed for treatment of domestic sewage from the project and the quantity of wastewater, design details with unit capacity and technology adopted with disposal options is appended as Annexure C. EC has been obtained from State Level Environment Impact Assessment Authority (SEIAA), Karnataka vide SEIAA: 200: CON: 2011 dated for Sewage Treatment Plant (STP) of total capacity 150 KLD. After expansion 175 KLD capacity will be installed against EC Dual piping system is proposed to reduce the fresh water consumption. Dual piping system drawing is appended as Annexure O. No The project is already constructed An area of about 4,368.32sq m is left for development of landscape. The Ground Coverage area is about sq m The Paved area is sq m The Land use pattern scheme of the proposed project is detailed in the Comprehensive Project report 21

24 appended as Annexure A Drawing showing the details of Landscaping and other features is appended as Annexure O 4. FAUNA 4.1 Is there likely to be any displacement of fauna- both terrestrial and aquatic or creation of barriers for their movement? Provide the details. 4.2 Any direct or indirect impacts on the avifauna of the area? Provide details. 4.3 Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna 5. AIR ENVIRONMENT 5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give details of background air quality levels with predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed constructions) 5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give details in relation to all the meteorological parameters. 5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry & exit to the project site. 5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category. No No No DG sets are the only air pollution source of the project. The DG sets will be provided with adequate stack height to disperse the emissions into the atmosphere. NA Adequate parking facilities are proposed to be provided as per the local building by law. The parking plan showing the entry & exit to the project site with traffic management is enclosed as Annexure - O. Traffic management study and measures is appended as Annexure M. Site plan with roads, pedestrian pathways and paved areas of the project is enclosed as Annexure O 22

25 5.5 Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above. 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. Details of noise mitigation measure proposed is appended as Annexure G The DG sets will be provided with acoustic enclosures to reduce the noise level < 55 db 6. AESTHETICS: 6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations taken into account by the proponents? 6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? 6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. 6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the proposed site have been considered. NA The surrounding areas of the project have individual residential units, apartments, layouts and areas with rural settings and no major impact on the surrounding is anticipated. Surrounded by areas like Manjunatha layout, Silver spring layout, Thubarahalli, BEML Layout, Thigalarpalya, Gandhi nagar, Munekolal, Ramagondanahalli, Varthur etc., The local byelaw of Bangalore Development Authority is considered in designing the project. No 7. SOCIO-ECONOMIC ASPECTS 7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details. Once the project is completed approximately about 1,185 people are expected in the building. 23

26 7.2 Give details of the existing social infrastructure around the proposed project. 7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? Surrounded by individual residential units, apartment and layouts. NA 8. BUILDING MATERIALS 8.1 May involve the use of building materials with high-embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency) 8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? The proposed project construction materials are selected to conform the building energy efficiency norms and as well as Energy Conservation Building Code Guidelines The following measures are taken to for conserving the energy 1. Solar powered street lighting for common areas. 2. CFL bulbs, lights and fixtures for common areas 3. Proper sizing of cables with less voltage drop so that losses in cables can be minimized 4. Optimal pumping of water using water level controllers, switching on/off of street lights with photo cell /time switch. 5. Procuring graded electrical appliances which helps in high energy conservations. 6. Timer control for external lighting 7. LED type street lighting fixtures instead of high power sodium vapor light fixture. Details appended as Annexure G 24

27 8.3 Are recycled materials used in roads and structures? State the extent of savings achieved? 8.4 Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project. 9. ENERGY 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? The construction waste and debris (100 cum) from the project will be used in road and pavement formation The solid Wastes generated are segregated at its point of generation, collected and stored at a common designated place and Organic solid waste will be treated in an organic converter and product will be used as manure for Landscape. The inorganic solid waste is proposed to be recycled. The details of quantity of solid waste generated is appended as Annexure F. The power required for the project is about kva and will supply from BESCOM. Yes, Energy conservation methods are adopted. Non-Conventional Sources of Energy with Solar Street Lighting and Solar Hot Water Generation How have you tried to minimize energy consumption 9.2 What type of, and capacity of, power back-up to you plan to provide? 9.3 What are the characteristics of the glass you plan to use? Terrace floor plan showing the location of solar panels and tanks is appended as Annexure O The proposed Expansion project will be provided with 3 X 320 kva capacity DG sets to serve as alternative source of power supply in case of breakdown of power from BESCOM. Occupancy phase: Low Sulphur content Diesel consumption 64 L/hr respectively. Low emission and low solar heat gain Single glazed with aluminum 25

28 frame are proposed to be used for windows etc., Provide specifications of its characteristics related to both short wave and long wave radiation? 9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. 9.5 Does the layout of streets & buildings maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details. 9.6 Is shading effectively used to reduce cooling/heating loads? What principles have been used to maximize the shading of Walls on the East and the West and the Roof? How much energy saving has been effected? 9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical systems? Provide technical details. Provide details of the transformers and motor efficiencies, lighting intensity and air-conditioning load assumptions? U = 5.7 W/m 2 0 C < 6.922W/m 2 0 C SHGC = 0.4 Passive solar architectural features are considered while designing the buildings in respect of orientation of building thermal insulation aspects for wall with fenestration & roof is considered as per ECBC 2007 Guidelines. Viz., Balconies, Projections, Recessed window etc., Yes Solar hot water facilities and Solar panels for Street lighting are proposed to be adopted. As per ECBC Guidelines the thermal transmittance (U) value = W/m 2-0 C for roofs Yes, Passive solar architectural features are considered while designing the project in respect of orientation of building with natural light and ventilation The Low loss energy efficient transformers, CFL s, Ballets, variable frequency drives for motors for low power consumption are proposed. Are you using CFC and HCFC free chillers? Provide specifications. 9.8 What are the likely effects of the building None Variable frequency drive is used for motor and pumps in order to reduce the energy consumption. 26

29 activity in altering the micro-climates? Provide a self-assessment on the likely impacts of the proposed construction on creation of heat island & inversion effects? 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 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans If you are using glass as wall material provides details and specifications including emissive and thermal characteristics What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration To what extent the non-conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used. None For Roof U 0.34 W/m 2-0 C < W/m 2-0 C For Walls: U-Value = 0.42 W/m 2 0 C < W /m 2 0 C For Vertical Fenestration U-Value = 5.7 W /m 2 0 C < W/m 2 0 C and Max. SHGC : 0.40 The building is designed in compliance with fire and safety norms and the NOC is obtained from Fire Fighting Department. Static Fire water tank as per the regulations is proposed, Wet risers and sprinklers provided as per the Fire Fighting Norms. Low E glasses are considered and as per the details furnished above. NA Solar hot water facilities and Solar Street lighting system are proposed. 10. Environment Management Plan 10.1 The Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the Wet risers/down riser, fire alarm system, automatic sprinklers system, and portable fire extinguishers are proposed in case of fire accidents. 27

30 activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire. Details of mitigation measures to minimize adverse environmental impacts during construction and operation phase of the project is appended in Environmental Monitoring plan is enclosed as Annexure G. I hereby give undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the Project will be rejected and clearance given, if any to the project will be revoked at our risk and cost. Date: Place: Bangalore SD/- Mr. LAVA KUMAR, General Manager-Liaisoning, For Vaswani Estates Developers Pvt. LTD., Vaswani Victoria, 30, Victoria Road, Bangalore Signature of the applicant With Name and Full address (Project Proponent / Authorized Signatory) 28

31 Annexure & Details to Application in Form 1 and Form 1A 29 ANNEXURE TO APPLICATION

32 ANNEXURE A COMPREHENSIVE PROJECT REPORT PROJECT AT GLANCE PROPOSED PROJECT Expansion of Residential Apartment Project. EC Reference: Letter No. SEIAA: 200: CON: 2011 dated 8 th March After Expansion the project will be Residential Apartment with 237 Flats, Club house G+2UF and Worship place B+G+1UF LOCATION, Survey Nos. 65/1, 65/2 and 65/3, Thubarahalli Village, Varthur Hobli, Bangalore East Taluk, Bangalore. TOTAL PLOT AREA EC obtained: 12,848 sq. m After expansion: 13, sq. m BUILT UP AREA EC obtained: 41, sq. m Expansion proposal: Addition of sq. m Project After Expansion: 43, sq. m ACTIVITY EC obtained: Residential Apartment with 220 flats After Expansion: (a) Expansion: Addition of 17 flats (Expansion from 220 to 237 flats) and addition of built up area of EXPANSION COST OF PROJECT PROJECT PROFILE 43, sq. m for the project. Rs. 6,03,50,472/- Six crores only 1) EC obtained: a) (Reference Letter No. SEIAA: 200: CON: 2011 dated b) Activity: Residential Apartment with 220 flats c) Built up area: 41, sq. m d) Building configuration: Residential Apartment: 4 towers with B+G+14UF Club House: Ground, 1 Floor. e) Total plot area: 13, sq. m 30 ANNEXURE TO APPLICATION

33 2) Proposed Expansion: a) Expansion: Addition of 17 flats (Expansion from 220 to 237 flats) and addition of built up area of 1, sq m for the project with reference to the EC obtained from SEIAA, Karnataka. CAR PARKING DETAILS WATER SUPPLY PROPOSED SANITATION SOLID WASTE MANAGEMENT AIR POLLUTION/ NOISE GENERATION SOURCE 3) Project after Expansion: a) Activity: Residential Apartment with 237 flats Built up area: 43, sq m b) Number of Towers: 4 Blocks (Residential Apartment and club house) Building configuration: Residential Apartment with 1 Basements, Ground and 14 Floors, club house with, Ground and 2 Floors, Worship place B+G+1UF c) Plot area: 13, sq m EC obtained: 276 cars After Expansion: 312 cars The water supply is from BWSSB sources EC has been obtained for Sewage Treatment Plant (STP) of total 150 KLD capacity Presently, in the expansion proposal STP of 175 KLD will be installed as against the EC obtained STP. Collection and Segregation at source of generation and Organic waste will be treated in Organic Converter and Inorganic will be sent for recycling. i) EC obtained: 2 X 750 kv capacity DG sets. ii) Project After Expansion: 3 X 320 kva The above DG sets will be installed as against EC obtained DGs which will be provided with adequate stack and acoustics. 31 ANNEXURE TO APPLICATION

34 BACK GROUND OF THE PROPOSED PROJECT: M/s. Vaswani Estates Developers Pvt. LTD., Vaswani Victoria, 30, Victoria Road, Bangalore intend to modify and expand the Residential apartment Project for which Environment Clearance has been obtained from State Level Environment Impact Assessment Authority (SEIAA), Karnataka vide letter no. SEIAA: 200: CON: 2011 dated for project, Survey Nos. 65/1, 65/2 and 65/3, Thubarahalli Village, Varthur Hobli, Bangalore East Taluk, Bangalore. The project is under construction. (Apartment Block). The source of water is through BWSSB Sources and power from BESCOM/KPTCL. The project has been designed in accordance with the regulations/bylaw of Bangalore Development Authority (BDA). LAND USE PATTERN FOR THE PROJECT (AFTER EXPANSION): Sl. No Description After Expansion Area in sq m Percentage (%) 1 Total Plot Area 13, NA 2 Ground Coverage Area 3 Paved area Landscape area 4, ANNEXURE TO APPLICATION

35 AREA STATEMENT FOR THE PROJECT: BUILT UP AREA DETAILS: (Project after Expansion) Residential Apartment Built up area in sq. m BUA DEDUCTION NET UNITS Sl. Description No. 1 Basement Ground Floor First Floor Second Floor Third Floor Fourth Floor Fifth Floor Sixth Floor Seventh Floor Eighth Floor Ninth Floor Tenth Floor Eleventh Floor Twelfth Floor Thirteenth Floor Fourteenth Floor Terrace Floor Total 237 CLUB HOUSE Floors BUA DEDUCTION NET Ground Floor First Floor Second Floor Total WORSHIP PLACE Floors BUA DEDUCTION NET Basement Floor Ground Floor First Floor Terrace Floor Total ANNEXURE TO APPLICATION

36 CAR PARKING STATEMENT: Existing car parking provided: 276 cars After Expansion car parking space provided: 312 cars 34 ANNEXURE TO APPLICATION PROJECT SUMMARY: Sl. Particulars EC obtained Project after Exp. Remarks No. 1 Project, Survey Nos. 65/1, 65/2 No changes location and 65/3, Thubarahalli Village, Varthur Hobli, Bangalore East Taluk, Bangalore. 2 Activity Residential Residential Addition of 17 flats, Apartment with Apartment with Club house 1 UF and 220 flats, Club 237 flats, Club worship place House G+1UF house G+2UF and worship place B+G+1UF 3 Plot Area 12,848 sq. m 13, sq. m Addition of Sq.m 4 Total Built 41, sq. m Addition of , sq. m up area sq. m 5 Total 4 towers with 4 towers with Addition of club Number of B+G+14UF & club B+G+14UF, club house 1UF and blocks house with G+1UF house with G+2UF and worship place with B+G+1UF worship place with B+G+1UF 6 Building configuration Residential Apartment: 4 towers with 1 basement, ground floor and 14 Upper floors Residential Apartment with 4 towers, Basements, Ground and 14 Floors, club house with G+2UF and worship place with B+G+1UF Addition of club house 1UF and worship place with B+G+1UF 7 Water 184 KLD 179 KLD Reduction of 5 KLD consumption 8 Wastewater 148 KLD 162 KLD Addition of 14 KLD discharge 9 Sewage 1 X 150 KLD 1 X 175 KLD 175 KLD STP

37 Treatment Plant proposed as against EC obtained. 10 DG capacity 2 X 750 kv 3 X 320 kv DG set capacity is capacity DG sets capacity DG sets changed 11 Total no. of Parking Addition of 36 cars AIR POLLUTION SOURCES & ITS MANAGEMENT: The anticipated power required for the project is 1,850 kva will be augmented from BESCOM. The primary sources of air pollution from the establishment are from the operation of diesel generator sets, which are used as an alternative source of power supply during the emergencies of power failure from KPTCL/BESCOM. The details of capacities & fuel consumption for the DG sets are given below. Air Pollution Sources for the Proposed Project: No. Stack Stack Attached to Details Physical Details D.G Set 1 Capacity i) i) EC obtained: 2 X 750 kva capacity. ii) After expansion: 3 X 320 kva (As against EC obtained DG sets) 2 Fuel quantity Low Sulphur content Diesel consumption is 100 L/hr for each DG sets of 320 kva capacity. 3 Fuel used Ultra Pure Low Sulphur Content Diesel 4 Stack height Chimneys (Above roof level) of 5 m 5 Stack diameter 80 mm Emission Details 1 Sulphur dioxide g/s 2 Suspended Particulate g/s Matter (SPM) 3 Oxides of Nitrogen g/s NOTE: DG sets of 3 X 320 kva capacity will be installed as against EC obtained capacities. 35 ANNEXURE TO APPLICATION

38 NOISE GENERATION SOURCES: Major noise producing sources of the project is expected to be from DG set, Vehicular movements from and to the proposed project. The DG sets are provided with acoustic enclosures to control the noise levels in such a way that the noise levels are within the permissible limits specified for ambient noise levels. More over the DG set is operated only during the emergencies when there is power failure. PROJECTED COST OF THE PROJECT: As the project is expansion proposal, project cost is calculated (Considering expansion built up area) as under. Sl. Description Cost in Rupees No. 1 Building Cost at 3500/sft 5,00,27, Site Cost 1500/Sft 1,03,23, Building Cost at Rs. 2,500/sft of built up area Rs. 6,03,50,472/-, 6,03,51,000/- Rupees Six crores three lakhs fifty one only 36 ANNEXURE TO APPLICATION

39 ANNEXURE: B SOURCE OF WATER FOR THE PROPOSED PROJECT: The most important aspect under the water supply scheme is the selection of source of Water, which should be reliable and potable. The source of water supply to the proposed project is through BWSSB Sources. WATER CONSUMPTION DURING OPERATION PHASE: The water requirement in the proposed project is for domestic purpose, public uses and fire fighting purposes. The anticipated water demand is worked out by taking into consideration that the project is fully developed and occupied. The total domestic water demand of the proposed project is worked based on 45 LPCD and the total water requirement details are as under. WATER CONSUMPTION AND WASTEWATER DISCHARGE DETAILS: a) EC OBTAINED: Environmental Clearance from SEIAA was obtained for Residential Apartment. The total water consumption was 184 KLD and wastewater generation 148 KLD and Sewage Treatment Plant (STP) of total capacity 150 KLD was proposed. Presently, the activity and configuration of the project is changed and details of water consumption for the Residential Apartment is detailed in the next section. 37 ANNEXURE TO APPLICATION

40 B) PROJECT AFTER EXPANSION: 1 Activity: Residential Apartment 2 Total Number of Flats 237 Flats 3 Total contributing population 237 x 5 = 1185 Persons (Considering 5 persons per Flat) 4 Water required for the Apartment 1185 x 135 = 1,59,975 L/day or say (At the rate of 135 LPCD) 5 Club house ( assuming 10% of total water consumption ) 6 Worship place (assuming 1 person/10sq.m. 7 Total water requirement for Residential Apartment (A+B+C) 160 KLD --- A 160 KLD X 10%= 16 KLD ---B /10= 55 persons 55 X 45 = 2475 LPD or say 2.5 KLD---C 160 KLD + 16 KLD KLD= KLD or say 179 KLD WATER DISTRIBUTION SYSTEM: The proposed water supply scheme to cater to the public and domestic water requirement of the proposed project consists of sourcing pretreated potable water from Public supply into a common collection facility known as the Raw Water Sump. The Raw Water Sump will be constructed in RCC. The water from the UG sump will be pumped to overhead tank. The OHTs are staged on terrace depending on the contour of its distribution network. Sl. No. Description Capacity 1 Raw water tank 96 cum 2 Treated water tank 96 cum 3 Rain water tank 100 cum 4 Domestic water tank 45 cum 5 Flushing water 20 cum 38 ANNEXURE TO APPLICATION

41 ANNEXURE: C 1. SEWAGE GENERATION AND DISPOSAL SYSTEM: Wastes of different type such as spent water from bath rooms, water closets/pans, house and street washings, semi liquid waste of human excreta, dry refuse of house and street sweepings, broken furniture, crockery etc., are produced daily. If proper arrangement for collection treatment and disposal of all the wastes produced are not made, unsanitary conditions will develop and it will become impossible for the public to live. Therefore, it is most essential to collect, treat and dispose all the sanitary waste produced. Generally, it has been observed that about % of the water supplied comes out as sewage. Therefore, the total quantity of wastewater generated from the proposed project is worked out as below. 1) Total Water requirement of Project = 179 KLD 2) Wastewater generation from project = 170 X 0.90 (Assuming 90% of the water = 162 KLD Supplied comes out as wastewater) EC has been obtained from State Level Environment Impact Assessment Authority (SEIAA), Karnataka vide SEIAA: 200: CON: 2011 dated for Sewage Treatment Plant (STP) of total capacity 150 KLD. Further, 175 KLD capacity STP will be installed as against EC 39 ANNEXURE TO APPLICATION

42 2.0 TREATED SEWAGE DISPOSAL: The treated sewage will be disposed as under: a. Toilet Flushing water requirement: Total number of occupants in the project = 1185 persons Flushing water requirement at the rate of 30 LPCD Flushing water requirement for the project = 1185 X 30 b. Gardening: = 35,550 L/day or say 36 KLD Area available for landscape development in the project = 4, sq. m Treated water used for rate of 6 L/sq m/day = 4, X 6 = 26,210 L/day or say 27,000 L/day TREATMENT METHODOLOGY ADOPTED: It is proposed to install a Sewage treatment Plant for the project and will be operated base on Sequential Batch Reactor (SBR). In order to conserve water, the treated sewage is to be re-used for gardening and flushing of toilet etc. QUANTITY AND QUALITY OF WASTEWATERS: The wastewater quantity from domestic sources is considered at maximum of 90% of water consumed. Hence the quantity of wastewater generated is as below Proposed quality of raw and treated sewage is as below: Quality of Raw wastewater: ph = 6 8 TSS = Mg / Lit BOD5 = Mg/Lit COD = Mg/Lit 40 ANNEXURE TO APPLICATION

43 Quality of Treated wastewater: ph = TSS = <20 Mg / Lit BOD5 = <10 Mg/Lit COD = <50 Mg/Lit Color = unobjectionable Odor = unobjectionable Process Description: Process Description of Sequencing Batch Reactor (SBR) We proposed the Sequential Batch Reactor (SBR), economic sewage treatment plant to treat the 175 KLD quantity of sewage and the treated effluent quality to meet well within the KSPCB/ concerned authority prescribed limits for on land for Gardening and Toilet Flushing. The following schematic units were proposed to meet above said requirements. 1. Screen chamber. 2. Equalization tank 3. SBR unit. 4. Pressure sand filter 5. Post filtration tank And 6. Sludge drying beds. A sequencing batch reactor (SBR) is a Fill and Draw Activated Sludge Treatment System. The unit processes involved in the SBR and conventional activated sludge systems are identical. Aeration and sedimentation /clarification are carried out in both systems. However, there is one important difference. In conventional plants, the processes are carried out simultaneously 41 ANNEXURE TO APPLICATION

44 in separate tanks, whereas in SBR operation the processes are carried out sequentially in the same tank. As currently used, all SBR systems have five steps in common that are carried out in sequence as follows 1. Fill 2. React (aeration) 3. Settle (sedimentation/clarification 4. Draw (decant) 5. Idle Sludge wasting is another important step in the SBR operation that greatly affects performance. Wasting is not included as one of the five basic process steps because there is no set time period within the cycle dedicated to wasting. The amount and frequency of sludge wasting is determined by performance requirements, as with a conventional continuous flow system. In an SBR operation, sludge wasting usually occurs during the settle or idle phases. A unique feature of the SBR system is that there is no need for a return activated sludge (RAS) system. Because both aeration and settling occur in the same chamber, no sludge is lost in the react step, and none has to be returned from the clarifier to maintain the sludge content in the aeration chamber DESIGN DETAILS FOR THE PROPOSED SEWAGE TREATMENT PLANT AND DESIGN ASSUMPTIONS. 1. BAR SCREEN: DESIGN DETAILS OF STP Design flow rate = 175 m 3 /day = 7.3 m 3 /hr Peaking factor = 3 Flow (Max) = 7.3 x 3 = m 3 /hr 42 ANNEXURE TO APPLICATION

45 Desired Velocity through screen (v) = 0.8 m/ sec (for gravity flow) Net Area of screen = m 3 /hr = m 2 3,600 x 0.8 m/sec Keep the depth of Screen as 0.5 m Provide Bar screen chamber of 0.5 m width x 0.5 m depth 2. EQUALISATION TANK OBJECTIVE: To equalize the flow and pollutant concentration. Generally, 6-8 hrs Hydraulic retention time is given for equalization tank. Provide one no. Equalization tank of 8 hrs hydraulic retention. Q max = 175 m 3 /day Average flow rate = 7.3 m 3 /hr Tank volume required = 7.3 x 8 = 58.4 m 3 Size of the unit = 4.0 m x 4.1 m x 3.5 m SWD Average BOD of sewage at the inlet of the Pre-aeration tank. : 300 mg/lit. Total organic load with 20 % BOD reduction considered. : 60 mg/lit. Quantity of BOD to be removed =( 60x175)/1000 = 10.5 kg/day Total oxygen required assuming 2 Kg of O2/kg of BOD Removed : 10.5 x 2 = 21.0 Kg/day. Air required for pre aeration : m 3 /hr. 3. RAW SEWAGE PUMP: Volume of sewage : 175 m 3 / day ~ 22 m 3 /hr 43 ANNEXURE TO APPLICATION

46 4. SBR TANK OBJECTIVE: To oxidize the organic content in the influent and to avoid any objectionable odor. As chemical not used in the process is biological in nature, the DO levels need to be high for maintaining the oxygen demand in the system. Flow (design) = 175 m 3 /day BOD = 240 mg/l SBR tank volume = Q x BOD F/M x MLSS = 175 x x 3500 SBR tank volume = 150 m 3 Provide 30% for sludge accumulation Total SBR tank volume provided = 195 m 3 Assume SWD to be 3.5 m Therefore plan area required = 195/3.5 = m 2 Size of Aeration Tank Required: 7.4 m x 7.5 m x 3.5 m SWD with partition DIFFUSED AERATION SYSTEM Flow = 175 cum/day (7.3 cum/ hr) Inlet BOD = 300 mg/l Organic load = BOD X Flow rate 44 ANNEXURE TO APPLICATION 1000 Total organic load in the system: (300 X 175)/ 1000 = 53 Kgs/day Total oxygen required assuming that 2 Kgs of O2/kg of BOD Removed = 2 X 53= 106 Kgs/day Assume alpha =0.6 and β= 0.7 Consider oxygen transfer at 0.35 m depth = 25%

47 Density of Air = 1.2 Kg/m3 Percentage of Oxygen in Atmospheric air = 21% Air required = x 0.21 x 0.6 x 0.7 x 0.25 = 4006 m 3 /day = 167 m 3 /hr. 6. SLUDGE TRANSFER PUMP. * Discharge rate : 1.0 m 3 15 m head. * Type of pump : Horizontal centrifugal with CI open impeller self-priming type coupled to motor of required speed with B Class insulation and IP 55 protection hood. * Function : To transfer the sludge to Filter press 7. PRE FILTRATION TANK/ DECANT TANK Average flow = 7.3 m3/hr Consider 4 batches per day Volume of the tank required= 29.2 m3 Providing SWD 2.5 m Pre filtration tank of size is 3.4 m X 3.4 m X 2.5 m SWD 8. PLATE & FRAME FILTER PRESS. Assumed Type of Sludge : Secondary Biological Design Liquid Sludge Flow : 5250 Lts/Day Concentration of Solids : 1% 45 ANNEXURE TO APPLICATION

48 Specific Gravity : 1.2 Operating Time No. of batches/day :1 batch Cycle Time Feed : 20 Minutes Compression : 15 Minutes Cake Discharge : 25 Minutes Total : 60 Minutes Assuming the Sludge holding capacity as 15kg/m 2 Let the size of each Plate be (18 x18 ) = 0.3 m 2 The total filtration area = 63/15 = 4.2 m 2 Therefore the number of such chambers required will be = 4.2/0.3 = 14 no.s Provide 14 no. of filter press plates 8. FILTER FEED PUMP 2 Nos. (1 W + 1 SB) Pumping Rate : 22 m 3 /Hr Type of pump : Horizontal centrifugal with CI open impeller self-priming type coupled to motor of required speed with B Class Insulation and IP 55 protection hood. Function : To pump the clarified water through Pressure Sand and Carbon Filters. 9. PRESSURE SAND FILTER OBJECTIVE: To filter the residual suspended solids from the clarified water. Flow rate = 175 m 3 /hr Type of filter = Dual grade sand filter (vertical type) Filtrations rate = 15 m 3 /m 2 / hr. Area of cross section of the Filter = 175/15 = 11.6 m 2 46 ANNEXURE TO APPLICATION

49 Diameter of the Pressure sand filter = 3.8 m Provide Size of Filter= 3.8 m x 1.2 m ht 10. ACTIVATED CARBON FILTER: OBJECTIVE: To remove the odor and color from the clarified water. Flow rate Type of filter Filtrations rate = 175 m 3 /hr = Dual grade sand filter (vertical type) = 15 m 3 /m 2 / hr. Area of cross section of the Filter =175/15 = 11.6 m 2 Diameter of the Activated Carbon Filter = 3.8 m Size of Filter Provided= 3.8 m x 1.2 m ht 13. FINAL COLLECTION TANK Average flow = 7.3 m 3 /hr Provide 8 hr holding capacity Volume of the tank required= 58.4 m 3 Providing SWD 3.7 m Final collection tank size is 3.9 m X 3.9 m X 3.7 m SWD 15. BLOWER CAPACITY Blower capacity: Air for pre-aeration + SBR Tank + final Collection tank = = 207 m 3 /hr Note: The capacity of Common Twin Lobe Roots Air blower suitable to discharge about 175 m KSC 2 No.s (1 W + 1 SB). The common blower shall supply the air required for the Aeration Tank & equalization tank and final storage tank. Calculation of diffuser required: Considering 6 m 3 /hour diffusion of air through the diffuser /m length Number of diffusers required = 207/6 47 ANNEXURE TO APPLICATION

50 = 34.5 diffusers. Number of diffusers provided = 35 No s * Type of aeration : Membrane Fine pore diffused aeration System DISINFECTION UNIT * Total flow = 175 m 3 /day * Hypo dosage recommended : 5-10 mg/l * Total hypo required : 10 x 200 = 2000 gm/day * Commercial grade available : 10% = 20 gm/100ml = 200 gm/l To dose 2000 gm per day we need about 20.0 L of 10% solution UNIT DETAILS FOR 100 KLD STP Civil works Description Bar Screen Chamber Equalization Tank SBR Tank Final Collection Tank Size 0.5 x 2.0 x 0.5 m 4.0 m x 4.1 m x 3.5 m SWD 7.4 m x 7.5 m x 3.5 m SWD 3.9 m X 3.9 m X 3.7 m SWD Electro Mechanical Equipments Description Size Bar Screen 0.5 m x 0.5m Plate & frame filter press No. of plates :14 size : 0.6 m x 0.6 m Pressure Sand filter 3.8 m dia x 1.2 HOS Activated Carbon Filter 3.8 m dia x 1.2 HOS 48 ANNEXURE TO APPLICATION

51 SCHEMATIC FLOW CHART Raw Sewage 49 ANNEXURE TO APPLICATION

52 ANNEXURE: D WATER BALANCE CHART Water Drawn from 55LPCD 237X5X55=66KLD Total Raw Water demand (Start Up) 179 KLD Daily water Requirement after recycling =143KLD 66 KLD + 77 KLD = 143 KLD (Fresh & recycled water Recycle for Toilet Flushing Wastewater generated 162 KLD STP Capacity 175 KLD Potable water for judicial mixing UV Ultra Filtration Toilet Flushing 36 KLD Landscape Development 27 KLD 77 KLD to be recycled Softener Excess 22 KLD will be sent to UGD/Avenue Plantation 50 ANNEXURE TO APPLICATION

53 ANNEXURE: E WATER REQUIREMENT & SEWAGE DISPOSAL - CONSTRUCTION PHASE: Presently, Residential Apartment Block Construction is under progress and about 350 workers are involved for construction and the same work force is adequate for the proposed expansion proposal. Domestic water requirements during construction phase. Total number of engaged as the construction is under progress: 350 Workers residing in the adjacent land to the project site: 350 Water of 100 LPCD: 350 X 100 = 35,000 L/day Total domestic water requirement: 35 KLD Assuming that 90% of the water supplied is generated as sewage = 35,000 x 0.9 = 31,500 L/day or say 32 KLD. Presently, the sewage from construction site / labour colony is discharged to UGD facilities. 51 ANNEXURE TO APPLICATION

54 ANNEXURE: F SOLID WASTE GENERATION & MANAGEMENT CONSTRUCTION PHASE: The total manpower : 350 Considering solid waste 0.25 Kg/capita/day Total solid waste generation : 350 x 0.25 = 87.5 Kg/day The domestic wastes will segregated at source collected, stored and finally handed over to BBMP. OCCUPANCY PHASE: The wastes that are generated from the day to day activities which are in solid form are categorized as solid wastes. Solid Wastes include dry refuse of house and street sweepings, crockery, Kitchen Wastes, electronic wastes. Collection, disposal and management of Solid Wastes are very important to avoid the nuisance and unhygienic conditions. The quantity of solid waste generated from project after Expansion is calculated as under. PROJECT AFTER EXPANSION Total Contributing population from the Apartment 1185 Persons Assuming solid waste generation rate as 0.4 kg/person/day for Residential Apartment Quantity of solid waste generated from the project 474 Kg/day Organic solid waste: 60 % of the total waste 284 kgs/day Inorganic solid waste: 40 % of the total waste 190 kgs/day The solid Wastes generated will be segregated at its point of generation and collected separately in different color coded Synthetic Bins depending upon the 52 ANNEXURE TO APPLICATION

55 basis of its Bio Degradability at a common designated point. Organic solid waste will be treated in an organic converter and product will be used as manure for Landscape development. The inorganic solid waste will be handed over to recyclers. 53 ANNEXURE TO APPLICATION

56 The compost formed by this method will have a ph value of C:N ratio of 15:1 and organic matter of 40 50%. There will not be any pathogens and the pellets manufactured will have a calorific value of 3500 to 4000 Kcal/Kg. 54 ANNEXURE TO APPLICATION

57 ANNEXURE G ENVIRONMENTAL MANAGEMENT PLAN: 1. INTRODUCTION: The Environmental Management Plan (EMP) is aimed at mitigating the possible adverse impact of a project and ensuring the existing environmental quality. The EMP converse all aspects of planning, construction and operation of the project relevant to environment. It is essential to implement the EMP right from the planning stage continuing throughout the construction and operation stage. Therefore the main purpose of the Environmental Management Plan (EMP) is to identify the project specific activities that would have to be considered for the significant adverse impacts and the mitigation measures required. The construction phase impacts are mostly short term, restricted to the plot area and not envisaged on the larger scale. In the operational phase the environmental impacts are due to continuous operation of the project, hence, the emphasis in the Environment Management Plan (EMP) is to minimize such impacts. The following mitigation measures are recommended in order to synchronize the economic development of the project area with the environmental protection of the region. The emphasis on the EMP development is on the following; Mitigation measures for each of the activities causing the environmental Impact. Monitoring plans for checking activities and environmental parameters and monitoring responsibilities. Role responsibilities and resource allocation for monitoring; and Implementation of the Scheduled plan. 55 ANNEXURE TO APPLICATION

58 Environmental management plan has been discussed in the following sections separately for Construction phase and Operational phase. 2. EMP DURING CONSTRUCTION PHASE: During Construction phase, the activities which need to be monitored and managed from the point of pollution are detailed in the subsequent sections. 2.1 LEVELLING AND SITE CLEARANCE: Presently, basement work is completed for all the towers, club house and worship place, so no excavation work is necessary. Environmental Management during Leveling and Site Clearance: Environmental Impacts Noise generation: Caused due to Excavators and Bulldozers Dust generation: Leveling operations results in the emission of dust. Mitigation Proposed Most optimum no. of operation by the heavy equipment Selected equipments are of less noise generation. The earth moving equipment are periodically checked and maintained for noise levels. The worker are provided with adequate PPE such as ear plugs The site cleared is periodically watered to reduce dust emissions. Barricades like metal sheets are provided all round the premises to avoid fugitive dust emission in to the neighboring area apart from water sprinkling. The workers are provided with PPE such as nose masks and goggles to reduce impact. Remarks To reduce noise level, equipment provided with noise control devices is only used. Tertiary treated water to be used. 56 ANNEXURE TO APPLICATION

59 2.2 TRANSPORTATION OF CONSTRUCTION MATERIALS: During the Transportation of construction materials, minimum no. of vehicles are used. Most optimum route is planned to reduce the impact of transportation activity on the environment. Environmental Management during Transportation: Environmental Impacts Noise generation Dust generation Vehicular emissions 2.3 CONSTRUCTION ACTIVITIES: 57 ANNEXURE TO APPLICATION Mitigation Proposed Quality fuel is being used. Vehicles are periodically maintained. Quality packaging of the construction materials is done. Construction material, covered with tarpaulin sheet to prevent them from being air borne. The vehicle speed is regulated. The workers, transporting materials is provided with PPE such as nose masks to reduce impact of air borne dust on their health. Periodic emission checking of vehicles is done. Clean fuel is used for vehicles. During the construction work, the following impacts are identified to monitor and mitigate the level of impact. Environmental Management during Construction Environmental Mitigation Proposed Impacts Noise generation Less noise generating equipment is selected. Personnel Protective Equipment (PPE) such as ear plugs and helmets is provided for workers. The working hours are imposed on the construction workers. Dust generation PPE in the form of nose masks are Provided for construction workers. Spraying of water is done to prevent dust from being air borne. Remarks Implementation responsibility: Contractor - Civil Works Implementation responsibility: Contractor

60 Water discharge (construction works) Air Emissions from Construction machinery Barricades like metal sheets are being provided all around premises to avoid fugitive dust emission to neighboring area apart from water sprinkling. Sewage generated from construction site is being discharged to UGD facilities. Periodic checking and regular maintenance of construction machinery for emissions is done. Clean fuel is used in equipments. Implementation responsibility: Contractor Implementation responsibility: Contractor 2.4 WASTEWATER DISCHARGE: The sewage generated from the labors during construction is estimated to be about 18 KLD. The sewage is discharged to UGD facilities LABOUR CAMPS: Environmental Management for Labor Camp: Environmental Mitigation Proposed Impacts Domestic Provision of adequate sanitation wastewater facilities generation Usage of water Water for labor camps is being supplied in required quantities. Solid waste generation Segregation of Dry Waste and Wet Waste. Adequate facilities to handle solid wastes are provided and it is being disposed through BBMP. Remarks Implementation responsibility: Contractor Implementation responsibility: Contractor Implementation responsibility: Contractor maintenance. 2.5 DISPOSAL OF EXCAVATED EARTH: Presently, the project is partial completed hence excavation work is not necessary. 58 ANNEXURE TO APPLICATION

61 2.6 PERSONNEL SAFETY SYSTEM: It is planned to adopt the safe working practices which shall govern all construction works undertaken throughout the project. Following Safety Aids to all laborers is provided: Safety Helmets, Safety Belts, Safety Shoes, Hand gloves Gumboots while concreting Safety Goggles while welding/ Stone dressing etc. Facemasks and full body kit while Pest control Implementation of Safety procedures such as: Using proper lifting techniques Using Safe Scaffolds Hot work permits for Fabrication and Welding. 59 ANNEXURE TO APPLICATION

62 Sl. No. FINANCIAL ALLOCATION AND BUDGETARY PROVISION FOR EMP ASPECTS Description (CONSTRUCTION ASPECTS) Financial Provision in Lakhs Capital Recurring Cost Cost 1 Environmental Management Plan - construction phase: Tertiary treated water for Sprinkling to control fugitive dusts Construction & curing purposes Sewage Treatment Plant for Operation Phase Potable water requirement for the construction workers 4 Maintenance of Vehicles and equipments Temporary Storm Water Drains Personal protection safety gadgets and health care First aid facilities for workers Nurturing and planting of Saplings Environmental Monitoring Plan (Air, Noise, Water and Soil). 10 TOTAL Contingency at 10 % TOTAL EMP DURING OPERATION PHASE: Following are the identified operational phase activities in the impact assessment, which may have impact on the environment. 1. Air quality 2. Water quality 3. Noise quality 4. Solid waste disposal 5. Green belt development 6. Storm water Management 60 ANNEXURE TO APPLICATION

63 3.1 AIR QUALITY MANAGEMENT: The pollutants envisaged from the proposed project are SPM, SO2, NOx, HC and CO mainly due to burning of liquid fuel (HSD) in DG. Exhaust from DG set will be emitted from stack of adequate height for dispersion of gaseous pollutants. The following Table presents the EMP for air quality management during operation phase. Air Quality Management during Operation Phase Environmental Impacts Mitigation Proposed DG set Equipment selected will ensure the exhaust emission standard as prescribed as per the latest amendments from the MoEF. DG are used as stand-by unit Periodic check and maintenance Ambient air quality Ambient air quality monitoring as per the prescribed norms at regular interval. 3.2 WATER QUALITY MANAGEMENT: Water requirement of project will be met through BWSSB Sources. Details of water requirement and Water balance is presented in Annexure B & D respectively. The sewage generated from the project will be treated in STP. The treatment scheme for domestic sewage generated from project is discussed in Annexure - C. Treated water will be reused for flushing, gardening, etc., and the following Table presents the EMP for water quality. 61 ANNEXURE TO APPLICATION

64 Water Quality Management during Operation Phase Environmental impacts Mitigation Proposed Wastewater Treated with proposed sewage treatment plant to produce tertiary treated water which is reused for secondary purposes such as flushing landscaping development, irrigation etc., Water conservation measures will be encouraged 3.3 NOISE MANAGEMENT: High noise generating units such as DG set will be provided with acoustic enclosures. Green belt on the project boundary will further act as noise barrier and helps in attenuation of noise. The Table presents the EMP for noise level. Noise Management during Operation Phase Environmental Impacts Mitigation Proposed Noise from DG set area Acoustic enclosures are provided for DG set DG set are installed in an area (utility section) where the access will be restricted The use of PPE (ear plugs) will be mandatory in this area Selection of equipment to ensure that the residual noise level of < 55 db(a) Noise levels will be checked periodically using a noise pressure level meter 62 ANNEXURE TO APPLICATION

65 3.4 SOLID WASTE MANAGEMENT: The solid wastes generated during operation phase can be categorized under Three types: Domestic/Residential Waste Wet Garbage: Food waste, Lawn mowing wastes etc. Dry Garbage: Paper, Plastic, Bottles, etc. Sludge from Sewage Treatment Plant (STP) The solid waste generated and its management is detailed in Annexure F. The various mitigation measures to be adopted during collection and disposal of wastes are as follows: It is preferable that the container and bins used for collection of waste should be of closed type and waste is not exposed thus possibility of spreading of disease through flies and mosquitoes is minimized. Collection system should be properly supervised so that quick and regular removal of waste from the dustbin is practiced. Door to door collection shall be done in each building to collect the solid wastes. 3.5 STORM WATER MANAGEMENT: As the project location is blessed with fairly good rainfall, it is planned to collect the storm water at different gradients of the location. There will be rainfall runoff from building roof-tops, roads and pavements and landscape area. Necessary provision will be made to collect the quantity of rainfall runoff during the most rainy day of season. Necessary rain harvesting pit/recharge pit at every 30 m centre to centre have been envisaged. A storm water drain with 600mm wide with RCC precast perforated cover and 1800 mm dia RCC precast Ring soak pit will be provided around the periphery of property and designed as per building by-law (schedule 12). 63 ANNEXURE TO APPLICATION

66 3.6 LANDSCAPE DEVELOPMENT: The landscape of project site has been planned to provide a clean, healthy and beautiful green environment for the people. Within the proposed project site 71% is open space, and in this about 30% of the total space has been designated for landscape development and has been designed to achieve a blend between modern building and various species of plants, shrubs, to create a clean, healthy and aesthetic environment that provides a visual retreat and relaxation to the occupants of these buildings. In the project a combination of evergreen trees and ornamental flowering trees and palms are proposed to be planted in the project, the list of plant species proposed for landscaping in the project is as under: No. Botanical Name Common Name Size 1 Michelia champaca Champaca Medium 2 Thespesia populnea Indian Tulip tree Medium 3 Aegle marmelos Stone apple, Beli fruit, Wood apple Small 4 Azadirachta indica Margosa tree, Neem Small 5 Sapindus Soapnut tree, Kookatakayi, Soapberry Medium emarginatus 6 Butea monosperma Parrot tree, Palash, Dhak, Tesu, Medium Bastard Teak 7 Pongamia pinnata Honge, Indian Beech tree Medium 8 Bauhinia purpurea Devakanchan, Purple Butterfly tree, Medium Purple Orchid tree 9 Cassia fistula Golden shower tree, Indian Laburnum Medium 10 Saraca asoca Ashoka tree Medium 12 Ixora brachiata Gorbale, Torchwood Ixora, Gurani, Small Kurati 13 Holarrhena Indrajao, Bitter Oleander, Easter Small pubescens tree, Jasmine tree 14 Mangifera indica Mango Medium Along with the above trees; Ornamental shrubs, creepers will also be planted in the project site. 64 ANNEXURE TO APPLICATION

67 4. MANAGEMENT OF SOCIO-ECONOMIC ISSUES: 1) Schools for laborer s children Temporary education centers (Crèche) will be provided for education of the children of the laborers. 2) Health camp for laborer s family Periodical health camps will be organized to monitor and facilitate the occupants of the labor camps. HEALTH RISK AND DISASTER MANAGEMENT: Public health and safety: Since all the construction related activities are confined to the project site, minimal health related impacts are envisaged within the project influenced area during the construction stage. At the project site on an average of 350 number (During peak time) of persons are engaged, who face direct exposure to dust and noise generated from the construction activity. This is likely to cause health related affects such as asthma, bronchitis etc. and hearing impairments respectively. To minimize these anticipated impacts, suitable actions like Use of water sprinklers to prevent dust from being air borne. Providing suitable personal protective equipments (PPE) like mouth mask with filters, noise mask, helmets etc. Periodic health check up camp for the laborers will be arranged. In case of injury on site medical treatment and transport will be organized. Due to operation of the proposed project, there will be enhancement in public Health and safety. Regular visit of resident medical officer to take care of the first aid and primary medication in case of emergency for occupants and laborers. 65 ANNEXURE TO APPLICATION

68 First aid kit with primary medicines will always be available in the medical centre. Display of action plan and preparedness measures during emergency situations. 5. EMP IMPLEMENTATION SCHEDULE: Phased according to the priority, the implementation schedule is presented in the following table. Implementation Schedule for EMP Sl. No. Recommendations Requirement 1 Air pollution control measures Before commissioning of respective Units 2 Water pollution control measures Before commissioning of the project 3 Noise control measures Along with commissioning of Project 4 Solid waste management During commissioning of the project 5 Green belt development Stage-wise implementation The responsibility of EMP implementation lies with the project promoter for a period of 3 years. Once the residents' society is established, the EMP responsibility will be properly handed over with clearly defined procedures and guidelines. 66 ANNEXURE TO APPLICATION

69 FINANCIAL ALLOCATION AND BUDGETARY PROVISION FOR EMP ASPECTS (OCCUPANCY PHASE) Sl. No. Description Financial Provision in Lakhs Capital Cost Recurring Cost 1 Operation of Sewage Treatment Plant Reclaimed Sewage Distribution Network Rain water harvesting tanks and its facilities Ground water recharging pits & its management DG sets acoustic & Maintenance Landscaping Solid waste management per annum Environmental Monitoring Plan per annum (Air, Noise, Water) 9 TOTAL Contingency at 10 % TOTAL ANNEXURE TO APPLICATION

70 6. ENVIRONMENTAL MONITORING ROUTINES: A comprehensive monitoring program is suggested below: Monitoring Schedule for Environmental Parameters Sl. No. Particulars Monitoring frequency I Air Quality 1. Ambient Air monitoring Project premises Once in a month 2. Stack monitoring Once in a year if required Duration of monitoring 24 hourly sample Grab Important parameters for monitoring RSPM, SPM, SO2, NOx SPM, SO2, NOx, HC, CO II Water and Wastewater Quality 1. Water Quality i. Groundwater at two locations Once in a Grab As per KSPCB (up-gradient and downgradient) month requirements of treated effluent discharge area/land 2. Wastewater quality i. Inlet into STP NA NA - ii. Treated effluent prior to NA NA - discharge III Soil Quality 1. Within project premises at 1 Once in 6 Composite As per KSPCB location on effluent month sample requirements discharging area/land 2. Ecological preservation and up gradation Seasonal IV Noise monitoring 1. Project premises Once in 6 month Visual observation Day night and Survival rate As per KSPCB requirements 68 ANNEXURE TO APPLICATION

71 ANNEXURE: H RAIN WATER MANAGEMENT PLAN: VOLUME OF RAIN WATER HARVESTED: The total amount/quantity of water i.e., received in the form of rainfall over an area is called the rain water endowment of that area, out of which the amount of water that can be effectively harvested is called the rain water harvesting potential. Rain Water harvesting potential = Intensity of Rainfall (m) x Roof Area x Impermeability Factor. The collection efficiency accounts for the fact that all the rain water falling over an area can not be effectively harvested due to losses on account of evaporation, spillage or run off etc., According to the data available from the Indian Meteorological Department, the Average annual rainfall around month of September = mm Assuming that about 90 % Rainfall can be effectively harvested. Number of Rainy Days = 9.3 Therefore the I.R = /9.3= mm/day or m/day or m/day 69 ANNEXURE TO APPLICATION

72 The Ground Coverage area of the proposed project is about 3, sq m For rain water harvesting consider 75 % of this total area is sq m Quantity of Rain Water that can be harvested from the building is as follows. Rain water (Q) from Roof top = x x 0.9 = cum/day or say 49 cum/day However, the Proponent has proposed to utilize the entire quantity of the rainwater by providing storage tanks of various capacities totaling to 75 cum. 7.3 STORM WATER MANAGEMENT: Storm water disposal is divided into 2 Groups: Terrace Storm water disposal: The entire rainwater from the terrace would be disposed through suitable rain water pipes and collecting in the dedicated rain water collection sump, which is proposed at site level. This water will be utilized for domestic purpose (as detailed in VOLUME OF RAIN WATER HARVESTED). Site (Paved and landscape area) Storm water disposal: The entire storm water from the site would be disposed off through suitable RCC Box drainage system to the rainwater recharge pits and the excess is diverted to external storm water drainage. The amount of storm water that the paved area will produce can be determined by considering the impermeability factor to be 0.9. Q = x sq m x 0.9 = cum/day -----A The amount of storm water that the landscaped area will produce can be determined by considering the impermeability factor to be ANNEXURE TO APPLICATION

73 Q = x 4, sq m x 0.3 = cum/day B The Total amount of storm water (A+B) = paved area + landscaped area = cum/day = cum/day or say 136 cum/day The Proponents shall also Provide Recharging Pits along the inner periphery of the boundary wall with recharging pit of size 1.2 m dia x 2.5 m deep spaced at 20 m center to center. These recharging pits are filled with graded media comprising of Boulder at bottom and with coarse aggregates to facilitate percolation of harvested rain water to Recharge Ground Water table. The Recharge Pits are interconnected in such a way that the rain led to the first recharge pit is also led to the next pit. The excess rain water shall be drained off to the storm water drain. 71 ANNEXURE TO APPLICATION

74 ANNEXURE: I DISASTER MANAGEMENT PLANS: Risk and disaster management plan: Disaster is an unexpected event due to sudden failure of the system, external threats, internal disturbances, earth quakes, fire and accidents. Thus an appropriate management plan shall be incorporated. Precautions: Once the likelihood of the disaster is suspected, preventive actions should be undertaken by the project in-charge. Conditional maintenance of equipments, materials, and expertise for use during emergency. The electrical systems shall be provided with automatic circuit breakers activated by over current. Proper escape routes are planned and displayed in the public domain. Selected representatives are given proper training to guide other inhabitants during Fire accidents. Periodic awareness program is conducted for the workers on their roles during emergency situations. Important telephone numbers like police authorities, fire department and hospitals etc., of use during emergency situations will be made available. 72 ANNEXURE TO APPLICATION

75 ANNEXURE: J Environmental Management Plan followed to control Dust and Noise pollution during construction phase: Barricades like metal sheets are provided all round the premises of the project to avoid fugitive dust emission in to the neighboring area and frequent water sprinkling will also be carried out. Environmental Impacts Mitigation Proposed 1. Leveling and Site Clearance: Noise generation: Caused due to Excavators and Bulldozers Dust generation: Leveling operations results in the emission of dust. 2. Transportation of Construction Materials: Noise generation Quality fuel is used. 73 ANNEXURE TO APPLICATION Most optimum no. of operation by the heavy equipment Selection of equipment with less noise generation is used The earth moving equipment is periodically checked and maintained for noise levels. Since the site is more or less even use of these earth moving equipments may not be necessary. The workers are provided with adequate PPE such as ear plugs to reduce impact of high noise levels. The site cleared shall be periodically watered to reduce emission of dust particles Barricades like metal sheets are provided all round the premises to avoid fugitive dust emission in to the neighboring area apart from water sprinkling. The workers are provided with PPE such as nose masks and goggles to reduce impact on health. Periodic maintenance of vehicles is done.

76 Dust generation Quality packaging of the construction materials 1. Construction Activities: Construction materials are covered with tarpaulin sheet to prevent them from being air borne The vehicle speed is regulated The workers transporting materials are provided with PPE such as nose masks to reduce impact of air borne dust on their health Noise generation Selection of Less noise generating equipment Personnel Protective Equipment (PPE) such as ear plugs and helmets are provided for workers The working hours is imposed on the construction workers. Dust generation PPE in the form of nose masks are provided for construction workers Use of water sprays to prevent dust from being air borne Barricades like metal sheets are provided all around the premises to avoid fugitive dust emission in to the neighboring area apart from water sprinkling 74 ANNEXURE TO APPLICATION

77 ANNEXURE: K RISK ASSESSMENT & MANAGEMENT PLAN: a. Construction Phase: Sl. Potential Mitigation No. 1 Accidental fire Fire safety gadgets. 2 Fall of objects Use of personal protection devices-helmets 3 Working at great heights Protection to prevent fall with life safety belts and nets. 4 Accidents from machinery Personal protection gadgets 5 Electrical mishap Adopting safety measures to prevent any act of negligence and providing electrical safety measures like fire extinguishers. b. All necessary measures will be taken to avoid accidents and mishaps during operation phase. Precautions for Risk and Disaster Management Plan: Once the likelihood of the disaster is suspected, preventive actions should be undertaken by the project in-charge. Conditional maintenance of equipments, materials, and expertise for use during emergency. The electrical systems shall be provided with automatic circuit breakers activated by over current. Fire extinguishers are provided at pre-notified locations inside the building. Proper escape routes are planned and displayed in the public domain. Selected representatives are given proper training to guide other inhabitants during Fire accidents. Periodic awareness program is conducted for the occupants on their roles during emergency situations. Important telephone numbers like police authorities, fire department and hospitals etc. of use during emergency situations are made available. 75 ANNEXURE TO APPLICATION

78 ANNEXURE: L GEO TEHCNICAL INVESTIGATION REPORT 76 ANNEXURE TO APPLICATION

79 ANNEXURE: M TRAFFIC MANAGEMENT MEASURES 77 ANNEXURE TO APPLICATION