Gottigere Village, Uttarahalli Hobli Bengaluru South Taluk, Bengaluru

FORM 1, FORM 1A, ENVIRONMENTAL MANAGEMENT PLAN AND CONCEPTUAL PLAN

FOR

“WYNN TOWER” MODIFICATION OF RESIDENTIAL APARTMENT

SY. NOS. 11/2, 11/4, 11/5 & 11/6, GOTTIGERE VILLAGE, UTTARAHALLI HOBLI BENGALURU SOUTH TALUK, BENGALURU

PROMOTER:

M/S. UNISHIRE HOUSING LLP NO.36, “UNISHIRE SQUARE” RAILWAY PARALLEL ROAD, KUMARAPARK WEST, BENGALURU – 560 020.

CONTENTS

Form-1 1-14

I. Basic information 1-2

II.Activity 3-12

III.Environmental sensitivity 13-14

Form-1A 15-29

1. Land Environment 15-17

2. Water Environment 17-20

3.Vegetation 20-21

4.Fauna 21

5. Air Environment 21-23

6.Aesthetics 23

7.Socio-Economic Aspects 23-24

8. Building Materials 24-25

9. Energy Conservation 25-29

10. Environmental Management Plan 29

Annexure-1a 30-34 Land Use Details 30-31 Aerial View of the site 32 Topo Map 33 Annexure-1b Views of the project site 34 Annexure- 1c Floor wise distribution 35 Annexure-1d Waste Management 36-44 Annexure- 1e Traffic Report 45 Annexure -1f Secondary Ambient Air Quality Data 46 Annexure- 2a Water Demand 47-49 Annexure- 2b Construction Material Resources 50 Annexure- 3a Emission Load during construction 50 Annexure- 3b Emission Parameters of the Air Pollution Sources 51 Annexure- A2 (a) Rainwater Harvesting Facilities 51-53 Annexure- A3 List of Species Proposed 54 Annexure- 10 Environmental Management Plan 55-71 CONCEPTUAL PLAN

M/s. Unishire Housing LLP, had proposed for the Development of Residential Apartment by name “Wynn Tower” at Sy. Nos. 11/2, 11/4, 11/5 & 11/6, Gottigere Village, Uttarahalli Hobli, Bengaluru South Taluk, Bengaluru and had obtained the Environmental Clearance from State Level Environmental Impact Assessment Authority – Karnataka vide No. SEIAA 97 CON 2015 dated 21.12.2015 for the Built up Area of 90,045.85 Sqmt on a plot area of 17,833.63 Sqmt (4 Acres 16 Guntas) and 545 Nos. of units and a club house with 2B+Stilt+27UF. Till date the construction work of the project has not been started as we had a plan for modification of the earlier submitted plan. The total built up area after Modification is 89,602.24Sqmt on a plot area of 17,833.63 Sqmt (4 Acres 16 Guntas). The proposed building consists of 544Nos. ofresidential units and a club house which is sprawled across 2B+G+14UF with a maximum height of 44.99m. Ground coverage area achieved is 4,315.04 Sqmt i.e24.20% out of 50%, Landscape area is 5,888.08Sqmt (33.02%), Drive way area is 7,630.51Sqmt (42.78%). The Achieved FAR is 3.59 out of 3.60. Total parking space proposed is for 776 Nos. of cars. Total water consumption is 380 KLD (Fresh water + recycling water). The total waste water discharge is 361KLD. It is proposed to construct Sewage Treatment Plant with a capacity of 400 KLD (Sequencing Batch Reactor (SBR) Technology). It is proposed to construct Roof Rain Water Harvesting Sump with a capacity 65cum and 15 nos. of Recharge pits. The Energy requirement for the project is 2,471KW. Diesel Generator of 500 kVA of 3 Nos. will be provided. The project cost is Rs. 130 Crores. COMPARATIVE STATEMENT – “WYNN TOWER”

As per Environmental Clearance Sl. No. Details vide No. SEIAA 97 CON 2015 For Modification dated 21.12.2015 1. Project Name Wynn Tower Wynn Tower Development of Residential Modification of Residential 2. Project Type Apartment Apartment 17,833.63 Sqmt 17,833.63 Sqmt 3. Total Site Area (4 Acres 16 Guntas) (4 Acres 16 Guntas) 4. Permissible FAR 4.0 3.60 5. Achieved FAR 3.7 3.59 Permissible Ground 6. 50% 50% Coverage Achieved Ground 7. 13.85% (2,469.63Sqmt) 24.20% (4,315.04) Coverage 8. Built up Area 90,045.85 Sqmt 89,602.24Sqmt

9. Building Configuration 2B+Stilt+27UF 2B+G+14UF

10. No. of units 545 Nos. of units and a club house 544 Nos. of units and a club house

44.99m 11. Height of the Building 84 m (Permissible: 50m) No. of car parks 12. 610 Nos. 776 Nos. provided Total water 13. 380 KLD 380 KLD consumption Quantity of wastewater 14. 304 KLD 361 KLD generated 15. Capacity of STP 335 KLD 400 KLD No. & Capacity of DG 16. 500 kVA of 3 Nos. 500 kVA of 3 Nos. sets 17. Estimated cost Rs. 125 Crores 130 Crores

File No. SEIAA ______CON Brief Note Sl. No. Particulars Information 1. Name of the project “Wynn Tower” Modification of Residential Apartment 2. Location of the project At Sy. Nos. 11/2, 11/4, 11/5, and 11/6, Gottigere Village, Uttarahalli Hobli, Bengaluru South Taluk, Bengaluru. 3. Land use as per CDP Residential (Main) Zone. 4. Name & Address of the project M/s Unishire Housing LLP. proponent No. 36, “Unishire Square” Railway Parallel Road, Kumara Park (West), Bengaluru – 560 020. 5. New/ Expansion/Modification Modification 6. Site Area in Sqmt 17,833.63 Sqmt (4 Acres 16Guntas) 7. Total Built up area in Sqmt 89,602.24 Sqmt 8. Configuration of the Building Proponent had obtained the Environmental Clearance (No. of blocks, floors, No. of units) from State Level Environmental Impact Assessment Authority - Karnataka vide No. SEIAA 97 CON 2015 dated 21.12.2015 for the Built up Area of 90,045.85 Sqmt and 545 Nos. of units and a club house with 2B+Stilt+27UF. (Enclosed the Environmental Clearance). Total built up area of the project after modification is 89,602.24 Sqmt; consisting 544 Nos. of residential units and a clubhouse with 2B+G+14UF. 9. Land use details Ground coverage area: 4,315.04Sqmt (24.20%) (Ground coverage area, park & open Landscape area: 5,888.08Sqmt (33.02%) space etc.) Drive way: 7,630.51Sqmt (42.78%) 10. Source of water & NOC from the Source of water is BWSSB. competent authority 11. Water requirement in KLD 380KLD 12. Wastewater generation in KLD 361KLD 13. STP capacity in KLD & technology Proposed STP of 400 KLD capacity using Sequencing Batch Reactor (SBR) technology. 14. Rain water harvesting Rain water harvesting facility will be implementing implementation, Recharge pits, with a roof rain water collection sump of capacity 65 Storage capacity cum and also provided 15nos. of rechargepits. 15. Energy savings Energy savings from residential is around 21% by using solar heating & lightings, LED lights, Energy efficient pumps & motors, Copper wound transformers. 16. Parking facility provided 776 Nos. of cars 17. Traffic : nearest road – LOS – Existing Gottigere Kengeri Road & modification

List of documents: Sl. No. Annexure Yes/No 1. Form1 Yes 2. Form1A Yes 3. Comparative statement of the proposed activity with that Yes of the project that has already been approved, in case of expansion/modification proposals 4. Copy of the Environmental Clearance obtained for the Yes existing project, in case of expansion/modification proposals 5. Certified report of the status of compliance of the Till date we have not yet started conditions stipulated in the environmental clearance for the construction work of the the ongoing / existing operation of the project by the project because of slowdown in Regional Offices of the MoEF, GOI, in case of expansion the market, since no activities /modification proposals. have taken up we have not submitted the compliance report. 6. Conceptual plan of the proposed activity including Yes layout/site plan, section drawings, dual plumbing plan, etc. in A0 / A1 size containing all the details of the proposed construction activity including the parking facility and green belt 7. Rain water harvesting/storm water management plan Yes 8. Landscape plan with number and species of trees Yes proposed. 9. STP / ETP details Yes 10. Authorization issued by the company for signing the Not Applicable application

11. Accreditation certificate issued by NABET to the -- consultant if applicable. If not reason. 12. Location map of the proposed project site on the: Yes (a)Google Map covering a radius of 500 mts, (b)Project site duly marked on the Toposheet of 1: 25,000 scale. (c)Village cadastral map duly marking the project site. 13. Dated photographs of the proposed site Yes 14. CDPof the area duly marking the project site. Yes 15. Contour Map Yes 16. Land documents of ownership viz., Sale Deed, RTC, Khata Yes Certificate, Conversion Order, as the case may be. 17. Joint Development Agreement in case of joint Not Applicable development along with documents regarding ownership of the landlord entering into agreement. 18. Certificate/NOC from the competent authority for assured No supply of water 19. Traffic impact and management study of the connecting Yes roads. 20. Other statutory clearances such as clearance from the No Airport Authority, NOC from the Fire Force and Emergency Department, etc wherever applicable. 21. Lab reports pertaining to baseline Environmental studies No (List & reports)

FORM – I (I) Basic information 1. Name of the Project Wynn Tower Modification of Residential Apartment 2. Sl.No. in the schedule Serial No.8 (a) 3. Proposed capacity/area/length/tonnage Total site area 17,833.63 Sqmt (4 Acres 16 Guntas) to be handles/command area /lease Proponent had obtained the Environmental /area / number of wells to be drilled Clearance from– State Level Environmental Impact Assessment Authority - Karnataka vide No. SEIAA 97 CON 2015 dated 21.12.2015 for the Built up Area of 90,045.85 Sqmt and 545 Nos. of units and a club house with 2B+Stilt+27UF. (Enclosed the Environmental Clearance). Total built up area of the project after modification is 89,602.24 Sqmt; consisting 544 Nos. of residential units and a clubhouse with 2B+G+14UF. 4. New/Expansion/Modernization Modification 5. Existing capacity/area etc NA 6. 7. Does it attract the general condition? If No yes,Category please of specify project i.e., A or B B 8. Does it attract the specific condition? If No yes, please specify 9. Location At Sy. Nos. 11/2, 11/4, 11/5, and 11/6, Gottigere Village, Uttarahalli Hobli, Bengaluru South Taluk, Bengaluru. a. Plot/Survey/Khata No. Sy. Nos. 11/2, 11/4, 11/5, and 11/6 b. Village Gottigere Village c. Thesil Bengaluru South d. District Bengaluru e. State Karnataka. 10. Nearest Railway station/Airport along Bengaluru city Railway station, which is around 16.3 with distance in km. km from the project site. Airport Kempegowda International Airport is around 50.4 km from project site. 11. Nearest Town, City, District, Head Bengaluru– quarters along with distance in km 12. Village Panchayath, Zilla Parishad, Municipal Corporation Bruhath Bengaluru Municipal Corporation, Local body Mahanagara Palike (BBMP), (Complete local address with Telephone Gottigere (Ward No:194) – Nos. to be given) Address: Joint Commissioner, BBMP, Bommanahalli Zone, Begur Main Road, Bengaluru Ph no :- 25732628 13. Name of the Applicant M/s. Unishire Housing LLP. 1

14. Registered Address Railway Parallel Road, KumaraNo. 3, Unishire Park (West), Square Bengaluru 560 020. 15. Address for Correspondence: Railway Parallel– Road, KumaraNo. 3, Unishire Park (West), Square Bengaluru 560 020. Name Mr. G. Nandakumar Designation (Owner/Partner / CEO) Authorised– Signatory Address Railway Parallel Road, KumaraNo. 3, Unishire Park (West), Square Bengaluru 560 020. Pin code 560 020 E-mail [email protected]– Telephone No. 080-23461715 / 23461716 Fax No. 080-23561714 16. Details of alternative sites examined, if No alternative sites were examined. any. Location of these sites would be shown on a topo sheet 17. Interlined Projects No interlined projects 18. Whether separate application of Yes interlinked project has been submitted? 19. If Yes, date of submission -- 20. If No, reason -- 21. Whether the proposal involves approval This proposal does not require approval/ clearance / Clearance under : if yes, Details of the under Forest Act, Wild life Act, & CRZ Notification same and their status to be given The Forest (conservation) Act 1980? The wild life (protection) Act 1972? The C R Z Notification, 1991? 22. Whether there is any Government order / No Policy relevant / relating to the site? 23. Forest land involved (Hectares) No forest land involved. 24. Whether there is any litigation pending No 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.

(II) Activity immediate 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.) Details there of (with approximate Information/checklist Sl. No. Yes/No quantities/rates, wherever possible)with confirmation sources of information data 1.1 Permanent or temporary change No As per the Revised Master Plan of BDA- in land use, land cover or 2015, the proposed project site is topography including increase in designated as Residential (Main) zone. The intensity of land use(with respect land has been converted from Agricultural to local land use plan) to Residential purpose. CDP and land conversion is enclosed as Annexure 1(a) Page No.30-34 1.2 Clearance of existing land, Yes Proposed project site consists of few weed vegetation and buildings? plants, these will be cleared during site formation other than this project site is a vacant land. 1.3 Creation of new land uses? No -- 1.4 Pre-construction investigations No Pre-construction investigations of soil will e.g. bore houses, soil testing? be carried out at the project site. 1.5 Construction work? No -- 1.6 Demolition work? No -- 1.7 Temporary sites used for No Labor requirement for the proposed project construction workers or housing is about 300Nos/day. The construction of construction workers? laborers will be sourced from nearby places; hence there is no provision of temporary housing for construction workers. 1.8 Above ground buildings, Yes Proposed project is coming up with 544 structures or earthworks Nos. of residential units and a clubhouse including linear structures, cut which is sprawled across 2B+G+14UF. and fill or excavations Hence the project involves excavation, construction of above ground buildings and landscaping. Annexure 1(c) Page.No.35. 1.9 Underground works including No -- mining or tunneling?

1.10 Reclamation works? No -- 1.11 Dredging? No -- 1.12 Offshore structures? No -- 1.13 Production and manufacturing No -- 3

processes? 1.14 Facilities for storage of goods or Yes The materials required for the purpose of materials? construction during the construction phase will be stored within the project site and the details of these materials are enclosed in Annexure – 2(b) Page No.50. During the operational phase, HSD lube oil &waste oil from the DG sets will be stored in leak proof containers on impervious floor in a designated place within the site premises. 1.15 Facilities for treatment or Yes During construction phase: disposal of solid waste or liquid During construction phase, the domestic effluents? solid wastes will be minimal as there is no provision of labor colony; the generated domestic solid waste will be handed over to BBMP and the generated domestic sewage will be collected in collection tank and from there it will be lifted to BWSSB sewage treatment plant through external agencies for further treatment.

During operation phase: During operation phase, the solid wastes will be collected by door to door collection; segregation of organic & recyclable wastes will be done. The segregated organic wastes will be further processed in organic waste converter and the recyclable wastes, Hazardous wastes& E-waste will be handed over to authorized waste recyclers. The domestic liquid effluents will be treated in a sewage treatment plant. Details of treatment facilities are as in Annexure – 1(d)Page No.36-44. 1.16 Facilities for long term housing of No As local people will be hired for the routine operational workers? maintenance, no permanent facilities are proposed. 1.17 New road, rail or sea traffic No The existing road facility will be made use during construction or operation? of. 1.18 New road, rail, air waterborne or No -- other transport infrastructure

including new or altered routes and stations, ports, airports etc? 1.19 Closure or diversion of existing Yes Traffic pattern in the approach road during transport routes or infrastructure construction and operation phase would leading to changes in traffic change. The report of the same is enclosed movements? as Annexure – 1(e) Page No.45. 1.20 New or diverted transmission No Electric power will be supplied by BESCOM lines or pipelines? from the existing transmission line. Water for operation phase shall be taken from BWSSB. 1.21 Impoundment, damming, culver No -- ting, realignment or other changes to the hydrology or watercourses or aquifers? 1.22 Stream crossings? No -- 1.23 Abstraction or transfers of water No There is no abstraction or transfers of water from ground or surface waters? from ground or surface waters. The construction water requirement will be sourced from external tanker water suppliers. 1.24 Changes in water bodies or the No ntercept land surface affecting drainage or storm water from the surroundings. run-off? InternalProject site storm doesnt water receive drain with / i pre-cast perforated cover will be provided within the site in order to carry out the storm water in to the recharge pits to recharge the ground water and in case of worst rainfall excess will be routed to the external storm water drain on Eastern side of the project site. 1.25 Transport of personnel or Yes Raw materials for Construction will be materials for construction, transported by trucks and the trips are operation or decommissioning? scheduled only during wee hours. 1.26 Long-term dismantling or No No such works are involved. decommissioning or restoration works? 1.27 Ongoing activity during No -- decommissioning which could have an impact on the environment? 1.28 Influx of people to an area either Yes There will be a temporary influx of temporary or permanently? construction laborers, and this will be only 5

for a short period until the completion of the construction work. The proposed project is a development of Residential Apartment Building. During operation phase, there will be a permanent influx of about 2,720 Nos. of people by the proposed residential apartments. 1.29 Introduction of alien species? No -- 1.30 Loss of native species or genetic No -- diversity? 1.31 Any other actions? No --

2. Use of natural resources for construction or operation of the project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply): Details there of (with approximate Information/checklist quantities/rates, wherever Sl. No. Yes/No confirmation possible)with sources of information data 2.1 Land especially underdeveloped No As per the Revised Master Plan of BDA- or agricultural land (ha) 2015, the proposed project site is designated as Residential (Main) zone. The land has been converted from Agricultural to Residential purpose. CDP and land conversion is enclosed as Annexure 1(a) Page No.30-34 2.2 Water (expected source & Yes Construction Phase: competing users) unit: KLD Construction water requirement of31 KLD and Domestic water amounting to 9 KLD will be met by external tanker water suppliers. Operational Phase: During operation phase, total water demand of 380 KLD will be met by BWSSB. 2.3 Minerals(MT) No -- 2.4 Construction materials- stone, Yes Constructional materials and its quantity aggregates and soil (expected are enumerated in Annexure – 2(b) Page source-MT) No. 50 2.5 Forests and timber (source-MT) No --

2.6 Energy including electricity and Yes Construction Phase: fuels (source, competing DG 50kVA users)unit: Fuel for DG- 10.47l/hr fuel(MT),energy(MW) Operational– Phase: Electricity- 2,471 KW DG set 500 kVA 3 Nos. Fuel required for DG sets 314.28 l/hr 2.7 Any other natural resources (use No -- – appropriate standard units) –

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. Details there of (with approximate Information/checklist Sl. No. Yes/No quantities/rates, wherever possible) confirmation with sources of information data 3.1 Use of substances or materials Yes Diesel & lube oil to be used for DG sets which are hazardous (as per MSIHC during power failure is stored within rules) to human health or the site. environment (flora, fauna, and Construction Phase water supplies) Diesel Consumption: 10.47 l/hr. Waste Oil Generation: 0.0243 l/running hour of DG Operation Phase Diesel Consumption: 314.28l/hr. Waste Oil Generation:0.73l/ running hour of DG 3.2 Changes in occurrence of disease or No -- affected disease vector (e.g. insect or water borne diseases) 3.3 Affect the welfare of people e.g. by No -- changing living conditions? 3.4 Vulnerable groups of people who No -- could be affected by the project e.g. hospital patients, children, the elderly etc. 3.5 Any other causes No --

4. Production of solid waste during construction or operation or decommissioning (MT/month) Details there of (with approximate Information/checklist Sl. No. Yes/No quantities/rates, wherever possible) confirmation with sources of information data 4.1 Spoil, overburden or mine wastes No -- 4.2 Municipal waste (domestic and or Yes Construction Phase: commercial wastes) Project proponents are not going to provide any labour colony, so there would not be any domestic solid waste generation during construction. Operation Phase: Total Solid waste generation during operation phase is 1,279 kg/day (@0.45kg/person/day)where 767kg/day (60%) is the biodegradable waste and 512 kg/day (40%) is the non-biodegradable waste. 4.3 Hazardous wastes (as per hazardous Yes Waste oil from DG sets to the amount of waste management rules) 0.73l/ running hour of DG, which will be given to KSPCB, designated waste oil recyclers.

4.4 Other industrial process wastes No -- 4.5 Surplus product No -- 4.6 Sewage sludge or other sludge from Yes Sludge from STP amounts to effluent treatment 40.0kg/day will be used as manure for the landscape. 4.7 Construction or demolition wastes Yes Construction debris amounting to 90m3 and same will be used for roads and pavement formation. 4.8 Redundant machinery or equipment No -- 4.9 Contaminated soil or other materials No -- 4.10 Agricultural wastes No The wastes from garden pruning and landscaping area such as dead leaves etc. shall be reused within the site for soil conditioning and manure. 4.11 Other solid wastes No --

5. Release of pollutants or any hazardous, toxic or noxious substances to air (kg/hr) Details there of (with approximate Sl. Information/checklist quantities/rates, wherever Yes/No No. confirmation possible)with sources of information data 5.1 Emissions from combustion of fossil Yes There will be emissions from the fuels from stationary or mobile combustion of HSD by the DG sets sources during power failure. The estimated emissions from DG sets are in Annexure – 3(b) Page No.51. 5.2 Emissions from production processes No -- 5.3 Emissions from material handling Yes There will be fugitive dust emissions including storage or transport during material handling including storage & transportation of construction materials. Suitable handling measures will be taken in order to avoid the emissions. 5.4 Emissions from construction Yes There will be fugitive dust emissions activities including plant and from transportation of raw materials equipment during the construction process. Construction process may also comprise emissions from concrete mixers, dozers, diesel pumps etc during construction. These equipments will be maintained properly to have minimum impact. Quantities of emissions are enumerated Annexure – 3(a) Page No.50. 5.5 Dust or odors from handling of Yes There will be dust emission during materials including construction construction operation which will be materials, sewage and waste controlled by water sprinkling and by erecting barricades around the site. The sewage generated from the construction labours will be collected in collection tank and from there it will be lifted to BWSSB sewage treatment plant through external agencies for further treatment. Solid wastes are handled using closed containers to avoid odour nuisance. 5.6 Emissions from incineration of waste No -- 9

5.7 Emissions from burning of waste in No -- open air (e.g. slash materials, construction debris) 5.8 Emissions from any other sources No --

6. Generation of noise and vibration and emissions of light and heat Details there of (with approximate Information/checklist quantities/rates, wherever Sl.No. Yes/No confirmation possible)with sources of information data 6.1 From operation of equipment e.g. Yes DG sets are the only noisy machinery engines, ventilation plant, crushers employed in the project, which will be located at the ground and will be housed inside the acoustic enclosures. 6.2 From industrial or similar processes No -- 6.3 From construction or demolition Yes Construction works will be taken up only during day time to avoid the noise during night. Barricades will be provided around the site to partially curtail the noise. 6.4 From blasting or piling No No blasting or piling operations are envisaged. 6.5 From construction or operational Yes There will be noise generation due to traffic both construction and operational traffic. 6.6 From lighting or cooling systems No No Cooling systems are proposed in the project. 6.7 From any other sources No --

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: Details there of (with approximate Information/checklist Sl. No. Yes/No quantities/rates, wherever possible) confirmation with sources of information data 7.1 From handling, storage, use or Yes HSD, fresh and used lube oil are stored spillage of hazardous materials in impervious tanks / containers and these containers are placed upon impervious floors in order to avoid soil contamination due to spillage, if any.

The fuel required for the DG sets amounts to 314.28l/hr. The waste oil generation from the DG sets would be 0.73 l/ running hour of DG, which will be handed over to authorized waste oil recyclers. 7.2 From discharge of sewage or other No Sewage generated within the effluents to water or the land residential units will be treated up to (expected mode and place of applicable standards before using it for discharge) secondary purposes like flushing, gardening purposes. 7.3 By deposition pollutants emitted to No -- air into the land or into water 7.4 From any other sources No -- 7.5 Is there a risk of long term build up No -- of pollutants in the environment from these sources?

8. Risk of accidents during construction or operation of the project, which could affect human health or the environment Details there of (with approximate Information/checklist quantities/rates, wherever Sl. No. Yes/No confirmation possible)with sources of information data 8.1 From explosions, spillages, fires etc Yes Storage of HSD, fresh and used lube oil from storage, handling, use or are prone to dangers. Care is taken that production of hazardous these are stored in closed tanks/ substances. containers, away from any possible sources of ignition. 8.2 From any other causes No -- 8.3 Could the project be affected by No There had been no incident of flooding natural disasters causing or cloudbursts in the region. The region environmental damage (e.g. floods, is situated in Seismic Zone-II and hence earthquakes, landslides, cloudburst there is a rare occurrence of etc)? earthquakes.

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 Details there of (with approximate Information/checklist quantities/rates, wherever Sl. No. Yes/No confirmation possible) with sources of information data 9.1 Lead to development of supporting Yes The project will attract supporting facilities, ancillary development or facilities like schools, health centers, development stimulated by the community centers and other project which could have impact on commercial units which will be serving the environment e.g.: the day to day needs of the residents. -Supporting infrastructure (roads, Hence the project would be considered power supply, waste or waste water as a positive development which will treatment, etc.) lead to an increased employment. -Housing development -Extractive industries -Supply industries & -other 9.2 Lead to after-use of the site, which No -- could have an impact on the environment 9.3 Set a precedent for later No Many more projects could come up in developments future. 9.4 Have cumulative effects due to Yes Many residential units (apartments proximity to other existing or planned /layouts) already exist in the project projects with similar effects surroundings.

(III) Environmental Sensitivity Aerial distance(within 15 Km) proposed Sl. No. Areas Name/identity project location boundary 1. Areas protected under international Arekere Reserve 3.5 km from the project conventions, national or local Forest site legislation for their ecological, landscape, cultural or other related Bannerghatta 6.5 km from the project value National Park site

6.8 km from the project Turahalli Forest site

2. Areas which are important or RBI Layout Lake 90m from the project site sensitive for ecological reasons- wetlands, watercourses or other 560m from the project site KalenaAgraharaKere water bodies, coastal zone, biospheres, mountains, forests 1.0 km from the project Gottigere Lake site

Bannerghatta 6.5 km from the project site National Park 3. Areas used by protected, important 6.8 km from the project or sensitive species of flora and Turahalli Forest site fauna for breeding, nesting, foraging,

resting, over wintering, migration 4. Inland, coastal, marine or No -- underground waters 5. State, national boundaries No -- 6. Routes or facilities used by the public No -- for access to recreation or other tourists, pilgrims areas 7. Defense installations No -- 8. Densely populated or built up area Yes Bengaluru with a population of 1,08,39,725 Nos. 9. Areas occupied by sensitive man- Jeevalaya Institue of 200 m from the project made land uses (hospitals, schools, Philosophy site

places of worship, community Carmel Academy 450 m from the project facilities) site 750 m from the project Sri Chaitanya School site 1.3 km from the project Sri Krishna Hospital site Meenakshi 2.0 km from the project Sundareshwara site temple 10. Areas containing important, high Arekere Reserve 3.5 km from the project quality or scarce resources (ground Forest site water resources, surface resources, forestry, agriculture, fisheries, Bannerghatta 6.5 km from the project tourism, minerals) National Park site

Turahalli Forest 6.8 km from the project site 11. Areas already subjected to pollution Yes Bengaluru city has been or environmental damage (those witnessing a drastic where existing legal environmental increase in air pollutant standards are exceeded ) and groundwater contamination levels. Secondary Ambient Air Quality data near project site is enclosed in Annexure 1(f) Page. No. 46. 12. Areas susceptible to natural hazard No The project site comes which could cause the project to under seismic zone-II, present environmental problems which is classified as the (earthquakes, subsidence, landslides, low damage risk zone. erosion, flooding or extreme or Hence project site is less adverse climatic conditions ) susceptible to natural hazards.

(IV) Proposed terms of reference for EIA studies

FORM –I A (Only for construction projects listed under item 8 of the schedule)

CHECKLIST OF ENVIRONMENTAL IMPACTS (Project proponent are required to provide full information and wherever necessary attach explanatory notes with the form and submit along with proposed environmental management plan & monitoring programme)

1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity)

Kindly Ref. Annexure – 1 (a) Aerial view of the site, Page No.32.

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 the land use if any and the statutory approval from the competent authority should be submitted). Attach maps of (i) site location, (ii) surrounding features of the proposed site (iii) the site (indicating levels and contours) to appropriate scales. If not available attach only conceptual plans.

No, the project site is designated as Residential (Main)zone as per revised master plan of BDA-2015.The land has been converted from Agricultural to Residential purpose. CDP and land conversion is enclosed as Annexure 1(a) Page No.30.

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

Sl. No. Particulars Details 1. Total land area 17,833.63 Sqmt (4 Acres 16Guntas) 2. Total built up area 89,602.24 Sqmt 3. No. of units 544Nos. and a clubhouse 4. Height of the Building (Maximum) 44.99 m 5. Total water Construction For Domestic 9 KLD consumption phase For Construction 31KLD Operation phase 380KLD 6. Power During DG 50 kVA Requirement Construction phase During Power 2,471 kW Operation phase DG DG Set of 500kVA 3 Nos. 7. Connectivity Gottigere-Kengeri Road 8. Parking Needs Required 660 Nos. Provided 776 Nos. 15

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)

Due to good architectural views and well designed landscape, the project is expected to enhance the aesthetics of the surroundings and hence does not alter the local ecosystem.

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)

No. Project site consists of few weed plants, these will be cleared during site formation other than this project site is a vacant land. The proposed residential apartment building has been employed with professionally designed landscaping to avoid the erosion of texturally disturbed soil. Slope Analysis: Project site sloping from South to North direction with 5.5m contour level difference. Excavation and filling activities will be carried out as per the site scenario to minimize soil disturbance. Vulnerability to subsidence: The soil is not vulnerable to subsidence. Seismicity: The project site is located in the Seismic Zone II, which is classified as the low damage risk zone. – 1.5. Will the proposal involve alteration of natural drainage systems? (Given details on a contour map showing the natural drainage near the proposed project site)

Internal storm water drain with pre-cast perforated cover will be provided within the site in order to No,carry the out proposal the storm doesnt water involvein to the alteration recharge pits of natural to recharge drainage the ground systems. water and in case of worst rainfall excess will be routed to the external storm water drain on Eastern side of the project site.

1.6. What are the quantities of earthwork involved in the construction activity- cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.)

The total quantity of excavation in the project site is estimated to be 32,363 m3. It is proposed to re-use for back filling, for landscaping and for site formation. The excavated top soil will be stored for reusing it for landscaping.

Sl. No. Particulars Quantity in m3 In Percentage 1. Total Excavated Earth 32,363 100 Management: a. Back Filling in foundation 4,530 14.0 b. For landscaping 8,832 27.0 c. Roads and walkways 10,356 32.0 d. Site Formation 4,854 15.0 For preparation of soil block e. 3,791 12.0 for STP room, DG room etc

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

The domestic and construction water requirement during the construction phase of the project will be met by authorized external tanker water suppliers. The water used for construction gets consumed into chemical reactions with cement and also partly gets evaporated. Hence, there will be no wastewater generation from this. However, there will be discharge of domestic wastewater to the tune of 8.5 KLD and is proposed to be collected in collection tank &from there it will be lifted to BWSSB sewage treatment plant through external agencies for further treatment.

1.8. Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity)

- No -

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)

cause any health hazard. It is estimated that about90m3 of inert construction debris would be generated. These are planned to be reused within the site for roadConstruction and pavement wastes formation. dont Project proponents are not going to provide labor colony for the proposed project, Hence there will be less generation of domestic solid waste, which will be handed over to BBMP further processing.

2. WATER ENVIRONMENT

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

Construction: 1. Water Requirement for construction activities : 31KLD (Proposed to be sourced from external authorized suppliers) 2. Domestic water requirements (labourers) :9 KLD (Proposed to be sourced from external authorized suppliers)

Operation: 1. Total water requirement : 380KLD 2. Source of water : BWSSB Water Balance chart is provided in Annexure 2a Page No. 47-59. 2.2. What is the capacity (dependable flow or yield) of the proposed sources of water?

-NA-

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

NA, since the water demand for the project will be met by BWSSB.

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)

During operation stage tertiary treated water from the STP to the tune of about 343 KLD. Out of this, 127KLD shall be used for flushing of toilets, about 47 KLD shall be used for gardening and remaining 169 KLD will be given to BWSSB UGD.

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

- No -

2.6. What is the incremental pollution load from w/w generated from the proposed activity? (Give details of the quantities and composition of w/w generated from the proposed activity)

The details of domestic wastewater generated from the project are as below:

Quantity, KLD 400 pH 7-10 BOD5, mg/l 250-350 COD, mg/l 400 -500 TSS, mg/l 200-300 NH4 N mg/l 10-30 N Total mg/l 20-85 –

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

These details are enclosed in the Annexure – A2 (a) Page No.51-53.

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?

There will be no impact on the runoff characteristics from the proposed project. Internal storm drains will be provided within the site in order to carry out the storm water into the recharge pits to recharge the ground water and in case of worst rainfall excess will be routed to external storm water drain on Eastern side of the project site. cause any flooding or water logging problems. (ence it wont 2.9. What are the impacts of the proposal on the G/W? (Will there be tapping of g/w; give the details of g/w table, recharging capacity, and approvals obtained from competent authority, if any)

No G/W tapping; No adverse impacts.

2.10. What precautions or measures are taken to prevent the runoff from construction activities polluting land and aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts)

The concrete is proposed to be sourced from ready mix plants, and hence there will not be any runoff due to concrete making. Care shall be taken during mortar preparation and curing to avoid runoff. However, if found necessary, during construction, separate cache pits shall be constructed to collect runoff. This shall be allowed to settle and clear water shall be reused for construction purposes.

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)

The proposed project has well designed rainwater harvesting facilities which will ensure the minimum outfall of storm water from the site. The rooftop rainwater shall be collected and used for secondary purposes after pre-treatment. The surface run off shall be routed into the recharge pits provided within the site through the internal storm water drain and excess storm water will be routed to the external storm water drain on Eastern side of the project site in case of worst rainfall. The details on the rainwater harvesting facilities and runoff quantity are as furnished in the Annexure – A2 (a) Page No.51-53.

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

No unsanitary condition prevails, as the construction laborers are hired from nearby places and no labor colony are proposed. There would be generation of domestic sewage to the tune of about 8.5 KLD due to construction employees, which will be collected in collection tank and from there it will be lifted to BWSSB sewage treatment plant through external agencies for further treatment. There will be less generation domestic solid wastes; as there is no provision of labor colony. The generated domestic solid wastes from the construction employees will be handed over to BBMP.

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

The sewage generated is about 361KLD. This sewage is treated in a sewage treatment plant with a designed capacity of 400KLD and the treated water will be utilized for secondary purposes like gardening, flushing etc. Sewage generation and treatment details are enumerated in Annexure –1(d), Page No.36- 44.

2.14. Give details of dual plumbing system if treated waste is used for flushing of toilets or any other use.

It is intended to use treated wastewater for secondary purposes such as flushing of toilets, and for gardening, hence dual plumbing system will be adopted for the proposed project.

3. VEGETATION

3.1. Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with its unique features, if any)

No. The proposed project Site is located and surrounded with main residential developments; hence there is no threat to the biodiversity.

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

Proposed site consists of few weed plants, these will be cleared during site formation other than this project site is a vacant land.

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)

The project planning includes extensive plantations along the site periphery and also professionally designed landscape and greenery on natural ground. It is intended to develop a green belt area of about 5,888.08sqmt, i.e. 33.02% of total site area.

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.

No.

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

No.

4.3. Prescribe measures such as corridor, fish ladders etc to mitigate adverse impacts on fauna.

No.

5. AIR ENVIRONMENT

5.1. Will the project increase atmospheric concentration of gases & result in heat islands? (Give details of background air quality with predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed constructions)

The major sources of air pollution from the project are from (a) DG Sets (b) Additional Vehicular Traffic The DG set shall be procured strictly on their compliance with the applicable regulatory norms. They will also be provided with chimney with sufficient height as per the CPCB norms for the proper dispersion of pollutants.

It is expected that there will be a marginal increase in the pollutant levels due to vehicular emissions from operational traffic. However, the occupants shall be encouraged to use mass transit system and optimal use of vehicles.

The impacts from the proposed project is marginal, hence doesnt cause heat island effect.

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.

The major gaseous emissions come from the DG set and the additional vehicular traffic due to the project. The impacts due to DG sets will be minimal as the gaseous emissions shall be kept within the limits.

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.

No. Sufficient parking space is being provided and the details are depicted in the below table.

Description of Unit No. of Units Cars/ unit Total in Nos. Residential Apartment 544 1 544 Visitors Car Parking (10%) -- -- 55 Club House Area Paring Club House Area 3050 Sqmt. 61 (1 Car park/50 Sqmt) Car Requirement = 3050 Sqmt/50 Sqmt Total Required 660 Car parking Provided Ground Floor Parking 126 Basement-1 Parking 282 Basement-2 Parking 273 Surface Parking 95 Total Provided 776

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.

No. Conservatively it can be estimated that there would be approximately as many number of units of the occupants own the four wheelers. Thus the total additional traffic of about 776Nos. of four wheelers on the road may be expected after the construction is completed. And during construction period there will be a traffic movement due to transport of construction materials, tools and tackles, required for construction. However this is only a temporary phenomenon that exists only during the construction phase of the project.

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

The major source of noise in the proposed project would be mainly within the utility section, specifically DG Set. However, DG is proposed as a standby arrangement. Besides, it

will be located in closed and acoustically designed compartment (noise attenuating enclosure) and hence no impact due to noise is envisaged. Detailed calculation of emission parameters from the proposed DG sets are mentioned in Annexure 3(b), Page No.51.

6. AESTHETICS

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

view. Moreover, there are no scenic amenities or landscapes in the surroundings of the project. No, the proposed construction doesnt cause any obstruction of a 6.2. Will there be any adverse impacts from new construction on the existing structures?

No.

6.3. Whether there are any local consideration 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.

No such sites existing in the project surroundings.

7. SOCIO-ECONOMIC ASPECTS

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

Yes. As the proposed project is a residential apartment building, it is estimated that there will be increase in the population of about 2,720 persons. It is expected that there will be an increase in literate rate on an assumption that all the residents of the apartment are literate. Also assuming 50% of the inhabitants belong to working class, so the working class of people in the vicinity of the project site is expected to rise. Apart from this, there will also be increased job opportunities from the project in terms of commercial establishments to serve the basic needs of the residents and the maintenance labour requirements of the project after completion. Presuming the inhabitants to be of non-agricultural sectors, there will be a reduction in the agricultural populace.

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

Approximate Aerial Facilities Distances from the site Jeevalaya Institue of Philosophy 200 m from the project site Carmel Academy 450 m from the project site Sri Chaitanya School 750 m from the project site Sri Krishna Hospital 1.3 km from the project site Meenakshi Sundareshwara temple 2.0 km from the project site

7.3. Will the project cause adverse effects on local communities, disturbance to sacred sites of cultural values? What are the safeguards proposed?

No. The proposed project is a residential development project and its impacts are not expected to reach beyond a radius of about 1km. There are no sacred sites or sensitive places in the vicinity of the project.

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 the building materials and their energy efficiency)

No; the proposed project involves the use of building materials with low-embodied energy and high strength; as an alternative to the conventional materials. The quantity and list of construction materials used in the proposed project are enclosed in the Annexure – 2(b). Page No.50

8.2. Transport and handling of the materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts?

Generation of noise and emissions from construction equipment, materials handling and movement of trucks and other vehicles used in construction work and also from vehicular traffic due to transport of construction materials, tools and tackles, required for construction. However this is only a temporary phenomenon that exists only during the construction phase of the project, hence the impact will be negligible.

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

Yes. Recycled concrete aggregates, construction debris will be reused for backfilling, hard paved area and road area formation within the site. Extent of savings would be achieved is about Rs.27, 000/-.

8.4. Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project.

In the proposed project the solid waste is collected by door to door collection system. Further the wastes will be segregated as biodegradable and recyclable waste, wherein the biodegradable wastes will be processed in organic waste converter, and recyclable wastes such as plastic materials, metals and glass are hand over to authorized waste recyclers also E-waste will be handed over to authorized recyclers.

9. ENERGY CONSERVATION

9.1. Give details of the power requirements, source supply, back up source etc. what is the energy consumption assumed per square foot of built up area? How have you tried to minimize energy consumption?

Power Requirement & Primary Source of Energy: Source : BESCOM Operational Phase : Energy requirement of2,471 KW

Energy Back Up: Construction Phase : DG set of 50kVA Capacity with fuel consumption of 10.47 l/hr Operation Phase : DG sets of 500 kVA of 3 Nos. with the fuel consumption of 314.28l/hr

The details regarding energy savings is as below:

Savings in Sl. Savings in Description lakh kWH No. % units/yr Power savings through Solar 1. 3.4 6.28 heater Power savings through Solar 2. 0.044 0.08 lighting 3. Power savings through HF Ballast 0.143 0.26 Power savings on Cu. Wound 4. 0.93 1.71 transformer 5. Power savings through LED 7.0 12.9 Total Energy Saved with above measures 11.51 21.23 Total requirement of loads is = 54.1 lakh kWH units/yr Percentage of saving in power Say 21%

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

Diesel engine driven generator of 500 kVA -3 Nos. will be proposed for power back up.

9.3 What are the characteristics of the glass you plan to use? Provide specification of its characteristics related to both short wave and long radiation?

Glass of low emission & low solar heat gain single glazed of thickness 4mm are proposed.

Type of Glass Clear Glass Standard Thickness 4 mm (mm) Light Characteristics Reflectance % 7.9 Transmittance % 88.3 Solar Energy Reflectance % 7.2 Transmittance % 81.4 Absorption % 11.3 U Value Summer 5.75 kcal/m2/hr/0c Shading co-Efficient 0.97 Solar Factor 84.4

9.4. What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project.

The buildings are designed to harvest the natural solar lighting as far as possible by providing appropriate fenestrations. The buildings are provided with thermal insulation materials, Sun Shades and Dense Vegetation. Other applications provided 1. Good cross ventilation is ensured in the building designs. 2. Windows in living areas are set in with terraces in front. 3. Blocks are oriented at an angle to minimize adverse effect of Southern side. 4. Shorter face of building is placed towards South. 5. Lift block and non-habitable areas are faced towards west side.

9.5. Does the layout of streets & buildings maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details.

Yes. The proposed residential apartment building will comprise of solar heating & solar street lighting, hence utilizing maximum solar energy. The details are as enumerated in Item 9.1.

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?

 Sufficient open space will be provided between wings to allow free flow of air.  Provision of cantilever Balconies and Chajjas for Sun Shade.  Provision of thermal insulation for Top Floor Roof.  Individual rooms have large windows with chajjas overhangs to cutoff harsh sunlight to keep interior cooler.  Medium size windows for better natural light and ventilation.  Maximum setback is maintained for permitting free flow of air and maximum natural light for all inhabitants.  Special heat reflecting paints will be used for the terrace and external walls.

9.7. Do the structures use energy-efficient space conditioning, lighting and mechanical systems? Provide technical details. Provide details of the transformers and motor efficiencies, lighting intensity and air-conditioning load assumptions? Are you using CFC and HCFC free chillers? Provide specifications.

Lighting and mechanical systems is being proposed for this project. Details mentioned in Item no. 9.1. There will be no air conditioning facility for the proposed project, the usage of CFC and HCFC is nil.

9.8. What are the likely effects of the building 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?

 Sufficient open space will be provided between wings to allow free flow of air.  Provision of cantilever Balconies and Chajjas for Sun Shade.  Provision of thermal insulation for top Floor Roof.  Traffic and parking separated from Landscape/ play area by use of individual parking and podium concept.  Site plan was conceptualized based on free flow of movement integrating and maximizing green.  Building are laid in checkered pattern and wide apart from each other to enhance air circulation  Individual rooms have large windows with chajjas overhangs to cutoff harsh sunlight to keep interior cooler  Medium size windows for batter natural light and ventilation  Maximum setback is maintained for permitting free flow of air and maximum natural light for all inhabitants  STP and rain water harvesting is provided to utilize the available resource, replenish and recharge them 27

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.

U Values, in Type of Construction W/m2°C Wall Area (Hollow Block Concrete, Single Skin, Outside Rendered, 1.7 Inside Plastered) Glazing, Single Glazing; Exposure 3.97 South, Sheltered Roof 1.25

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

The proposed project is a development of residential apartment building consisting of 544 Nos. of units and a club house which is sprawled across 2B+G+14UF. The maximum height of the building is 44.99 m. The Project has been designed based on all the relevant fire safety as per NBC norms. Fire extinguishers are deployed throughout the residential building. Fire hydrants around the building, fire hose cabinets at every floor and automatic sprinklers system will be provided. Frequently Fire Mock Up drills will be conducted.

Systems Proposed for the Residential Building includes 1. Fire Extinguishers for common areas and Signage. 2. Wet Risers through the dedicated shafts till terrace with valves as required. 3. Manual Fire Alarm system for Entire Building. 4. Public Address system. 5. Sprinkler system for entire building including upper and lower basement which will be used for Parking of two and four wheelers. 6. Landing Hydrants on all floors near each staircase with necessary accessories.

9.11. If you are using glass as wall materials, provide details and specifications including emissivity and thermal characteristics.

NA; as the proposed project is a development of residential project, no walls are made of glass; wherein only windows have single glazed doors. Clear glasses are used for the windows, which is of low emission & low solar heat gain characteristics.

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

Not Applicable, as there will be any use of CFC & HCFC chillers.

9.13. To what extent the non-conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used.

About 21 % of the total energy would be saved by adopting energy conservation measures, out of which about 3.44% of energy could be saved by using solar energy, which are detailed in Item 9.1.

10. ENVIRONMENTAL MANAGEMENT PLAN

The Environmental Management Plan acts as a key tool which comprises all the 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 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 cause of emergency such as accidents at the site including fire.

Details enclosed in Annexure –10, Page No.55-71.

Annexure – 1(a): Land Use details

PROJECT

SITE

Existing land use:

The Land use pattern planned for the Planning District 3.21Anjanapura map (b) for the planning year 2015 is as enumerated in the following table. It is observed that the proposed project site is designated as Residential Main Zone. The overall land use proposed for the contained planning district as per the Revised Master plan (RMP)-2015, is shown in the above Fig.

Land use Allocation as per RMP 2015

Land Use Area in Hectare % of Total

Residential(Main) 2941.17 55.50

Residential(Mixed) 640.93 12.10

Commercial (Central) -- --

Commercial (Business) 9.52 0.18

Mutation Corridor 69.98 1.32

Commercial Axes 62.77 1.18

Industrial 75.54 1.43

High Tech 54.60 1.03

Public and Semi Public 136.25 2.57

Green (Parks & open Spaces) 548.83 10.36

Traffic & Transportation 668.40 12.61

Public utilities 91.06 1.72

Unclassified -- --

Total 5299.05 100

Aerial view covering 500m radius

Latitude: 12°51'41.6"N

Longitude: 77°35'04.8"E

Topo Map Covering 5km Radius

PROJECT SITE 5 km

Scale: 1cm: 0.5km 10cm: 5km

Table: Land Use within the Project Site

Sl. No. Land use Area in Sqmt In % I Total Site area 17,833.63 100 Land use Breakup in Percentage (%) 1. Ground coverage area 4,315.04 24.20 2. Landscape area 5,888.08 33.02 3. Drive way 7,630.51 42.78

Annexure 1(b): Views of the project site

Annexure 1(c): Floor wise distribution of Residential Apartment

Sl. No. Floor No. of units 1 Basement Floor - 1 -- 2 Basement Floor - 2 -- 3 Ground Floor -- 4 First Floor 36 5 Second Floor 36

6 Third Floor 36 7 Fourth Floor 40 8 Fifth Floor 40 9 Sixth Floor 40 10 Seventh Floor 40 11 Eighth Floor 40 12 Ninth Floor 40 13 Tenth Floor 40 14 Eleventh Floor 39 15 Twelfth Floor 39 16 Thirteenth Floor 39 17 Fourteenth Floor 39 18 Terrace Floor -- TOTAL 544

Annexure 1(d): Waste Management CONSTRUCTION PHASE: 1. SOLID WASTE GENERATION

Construction waste is generated during construction works. It mainly consists of earth, stones, bricks, inert and non-biodegradable material such as concrete, plaster, metal, wood, plastics etc& small quantity of domestic solid waste. The retrievable items such as bricks, wood, metals are recycled; the domestic waste will be segregated and will not be allowed to mix with construction waste. The construction earth and other wastes will be used for landscaping within the site premises.

2. DOMESTIC SEWAGE The domestic sewage generated is about 8.5 KLD during construction; which will be collected in collection tank& will be lifted to BWSSB sewage treatment plant for further treatment.

OPERATION PHASE: 1. SOLID WASTE GENERATION The solid wastes generated during operation phase can be categorized under three groups: Wet Garbage like Food waste, Lawn mowing wastes etc. Dry Garbage such as Paper, Plastic, Bottles, etc. Sludge from Sewage Treatment Plant (STP) Domestic/Residential Waste: This category of waste comprises the solid wastes that originate from single and multi family household units. These wastes are generated as a consequence of household activities– such as cooking, cleaning, repairs, hobbies, redecoration, empty containers, packaging, clothing, old books, writing/new paper, and old furnishings. Households also discard bulky wastes such as furniture and large appliances which cannot be repaired and used. Central Pollution Control Board (CPCB) has sponsored a survey to ascertain the status of municipal solid waste disposal in metro cities, Class-I cities and Class-II towns of India. As per the survey, the per capita generation of solid waste was found to vary from

0.019 kg/day to 0.747 kg/person/day. A nominal value estimated for Bengaluru is 0.45 kg/person/day and the same has been considered to estimate the quantity of domestic solid waste generated due to this proposed project. The quantity and typical characteristics of domestic solid waste likely to be generated during operational phase are given in following table. The composition of garbage in India indicates lower organic matter and high ash or dust contents. It has been estimated that recyclable content in solid wastes varies from 13 to 20% and combustible material is about 80-85%.

Quantity and characteristics of Domestic Solid waste Quantity per day 1,279kg Physical Characteristics Range (% by weight) Paper 0.81 Plastic 0.5-0.9 Metals 0.3-0.9 Glass 0.3-0.9 Ash, Fine Earth, Stones 25-45 Vegetables, Leaves 40-75 Chemical Characteristics Range (% by weight) Moisture content 40-45 Total nitrogen 0.5-0.65 Phosphorous (as P2O5) 0.5-0.85 Potassium (as K2O) 0.7-0.8 Organic matter 32-40 Calorific value (kcal/kg) 800-1050 Source: Nationwide survey sponsored by CPCB to ascertain the status of municipal solid waste disposal in Indian cities

Table: Solid waste Generation Inorganic Sl. Description of No. of Organic waste Total Solid Waste waste No. Module persons kg/day kg/day kg/day 1,224 (@0.45 1. Residential units 2,720 734 490 kg/person/day) 55 (@0.2 2. Club house 272 33 22 kg/person/day) 3. Total 767 512 1,279 4. STP sludge = 40.0 kg/day

The total quantity of solid wastes generated from the proposed project will be 1,279kg/day, which will be disposed off safely.

Management: Biodegradable wastes: Biodegradable wastes will be segregated at household levels and will be processed in proposed organic waste converter.

Non-biodegradable Wastes: The recyclable portion like plastics, glass, metals etc. will be given to the waste recyclers. Hazardous wastes like waste oil from DG sets, used batteries etc. will be handed over to the authorized hazardous waste recyclers. E-Wastes will be collected separately & it will be handed over to authorized E-waste recyclers for further processing.

2. SEWAGE TREATMENT PLANT The sewage generated is about 361KLD, 95% of the domestic water requirement. This sewage will be treated in a Sewage Treatment Plant with designed capacity of 400 KLD using Sequential Batch Reactor Technology. Sufficient area for this plant has been earmarked in the layout plan. The treated water will be utilized for secondary purposes like gardening and flushing.

Table: Raw Sewage Characteristics Quantity, KLD 400 pH 7-10 BOD5, mg/l 250-350 COD, mg/l 400 -500 TSS, mg/l 200-300 NH4 N mg/l 10-30 N Total mg/l 20-85

The treated sewage– characteristics are given in the following Table.

Table: Sewage Characteristics after Treatment Parameters Standards pH 6.5 - 9.0 BOD5 mg/l <10 COD mg/l <50 TSS mg/l <20 NH4 N mg/l <5 N Total mg/l <10 Fecal– Coliform <100 Res. Cl2, mg/l

≥ 1 1. Bar Screen: The floating and suspended matter is removed in this unit. The Bar rack with following dimensions will be provided to reduce the load on the subsequent treatment units. Design: Velocity - 0.5 m/s Angle of Inclination - 50 degree Size - 1.0m x 1.0m x 1.0m No. - 1 2. Equalization Tank: This unit acts as both collection sump and equalization unit. In this, flow will be equalized to have a uniform concentration.

Design: Flow - 400m3/day Average flow hour - 24 hr 39

Detention Time - 6 hours Volume required - 100 m3 Tank dimensions - 8.0m x 4.2m x 3.0m Free board - 0.25 m No. - 1 3. Sequencing Batch Reactor: 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 in separate tanks, whereas in SBR operation the processes are carried out sequentially in the same tank. Process Description: As currently used, all SBR systems have five steps in common that are carried out in sequence as follows  Fill  React (aeration)  Settle (sedimentation/clarification)  Draw (decant)  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: Average Flow - 400 m3/day Average BOD Load - 100 kg/day 40

Average TKN Load - 11 kg/day No of tanks - 3 Nos. Fill time - 4 hr React time - 3 hr Total aeration time - 5 hr Settle time - 0.5 hr Decant Time - 0.5 hr Cycle Time - 8 hr Total SRT - 17 d Tank Volume - 74 m3 Size of the tank - 6.2m X 3.0m X 4.0m Fill Volume/Cycle - 44.4 m3 Fill Volume/tank volume - Ratio 0.6 Decant depth - 2.4 m MLSS - 4000 mg/l F/M - 0.18 Volumetric BOD load - 1.35 kg/m3/d Decant pumping rate - 1.48 m3/min Total aeration time/d-tank - 15 hr Average O2 transfer rate - 3.5 kg/h 4. Decant Tank: Design: Flow - 400 m3/ day Average Flow - 18 hr Detention Time - 6 hr Volume required - 133 m3 Tank demission - 9.5m X 4.7m X 3.0m Free board - 0.25 m No. - 1 5. Filter Press: The sludge from the SBR tank is dewatered using Filter press. Capacity - 4.0 cum/day 41

No. - 1 M.O.C - Mechanical 6. Sludge Collection Tank: Design: Flow - 400m3/ day Average Flow - 18 hr Detention Time - 6 hr Volume required - 133 m3 Tank demission - 9.5m X 4.7m X 3.0m Free board - 0.25 m No. - 1 7. Pressure Sand Filter: It is used to remove the minute suspended solids, including escape particulate BOD from SBR tank. Design: Flow - 400 m3/ day Working hour - 16 hour Flow per hour - 25 m3/hr PSF output flow - 9 m3/ m2/hr Surface area required - 2.8 m2 Height of filter - 2.0 m Provided a Pressure Sand Filter of 1.9m dia with a sand as media over layer, under drainpipe, laterals face piping etc. 8. Activated Carbon Filter: It is used to remove the minute suspended solids, colour, including escape particulate BOD from SBR tank. Design: Design: Flow - 400 m3/ day Working hour - 16 hour Flow per hour - 25 m3/hr ACF output flow - 9 m3/ m2/hr 42

Surface area required - 2.8 m2 Height of filter - 2.0 m Provided a Activated Carbon Filter of 1.9m dia with a activated carbon as media over layer, under drainpipe, laterals face piping etc. 9. Chlorination: Chlorinator Tank of 100 Liters capacity with 4LPM Pump shall be incorporated to disinfect the treated water. 10. Treated Water Sump: To collect filtered effluent and facilitates to pump garden and other purposes. Design: Flow - 400 m3/ day Average Flow - 18 hr Detention Time - 6 hr Volume required - 133 m3 Tank demission - 9.5m X 4.7m X 3.0m Free board - 0.25 m No. - 1

The STP specifications are summarized in the following Table Table: List of Civil Structures Sl. No. Unit name Dimension of Unit Unit in Nos. 1. Bar Screen Chamber 1.0m x 1.0m x 1.0m 1 No. 2. Equalization tank 8.0m x 4.2m x 3.0m 1 No. 3. SBR tank 6.2m X 3.0m X 4.0m 3 Nos. 4. Decant tank 9.5m X 4.7m X 3.0m 1 No. 5. Sludge Collection Tank 9.5m X 4.7m X 3.0m 1 No. 6. Pressure Sand filter 1.9 m Dia X 2.0 m HOS 1 No. 7. Activated Carbon filter 1.9 m Dia X 2.0 m HOS 1 No. 8. Treated water sump 9.5m X 4.7m X 3.0m 1 No.

The flow diagram of the STP is as given in the Following Fig

FLOW SHEET OF SEWAGE TREATMENT PLANT

Raw Sewage Bar Screen Equalization SBR Decant Tank chamber Tank Tank

Filtered water Sludge

Sludge for Filter Press manure

Chlorine Dosing

For Flushing & for Treated Water Activated Pressure Tank Carbon Gardening Sand Filter Filter

Annexure 1(e): Traffic Report

Annexure 1(f): Secondary Ambient Air Quality Data Central Pollution Control Board in collaboration with Karnataka State Pollution Control Board is executing a National programme known as National Air Quality Monitoring Programme (NAMP). The objectives of the NAMP are to determine status and trends of ambient air quality.

Under NAMP/Board Programme three air pollutants viz., Sulphur Dioxide (SO2),

Oxides of Nitrogen as NO2&Respirable Suspended Particulate Matter (RSPM/PMI0) have been identified for regular monitoring at all the locations. The monitoring of these pollutants are carried out for 24 hours (4-hourly sampling for SO2& NO2 and 8-hourly sampling for PM10) with a frequency of twice a week, to have one hundred and four (104) observations in a year. Ambient Air Quality monthly average values covering different zones, viz., Industrial, Residential, Rural and Sensitive for the months January 2015& February2015. Ambient Air Quality monthly average values for 2 Locations near the site Central Silk Board, Hosur Road (approximately 7.5 km from Project Site) & Indira Gandhi Children Care Institute (NIMHANS) (approximately 9 km from Project Site)is presented in Table below Standard / National Average Values Monitoring Limits Up to 3rd Week Stations Jan – 2015 of Feb -2015 SO2µg/m3 80 6.5 6.2 Central Silk NO2µg/m3 80 29.0 31.9 Board, Hosur RSPM µg/m3 100 244.0 246.0 Road Indira Gandhi SO2µg/m3 80 6.3 5.8 Children Care NO2µg/m3 80 29.8 31.4 Institute 3 (NIMHANS) RSPM µg/m 100 147.0 122.0 Source: National Air Quality Monitoring Programme (NAMP) executed by Central Pollution Control Board in collaboration with Karnataka State Pollution Control Board

Annexure – 2(a): Water Demand WATER DEMAND DURING CONSTRUCTION Water for construction will be sourced from external tanker water suppliers. Table- 2a.1 shows details of the water requirement during construction period. The water used for construction gets consumed into chemical reactions with cement and also partly gets evaporated. Hence, there will be no wastewater generation from curing or mixing processes. However, there will be discharge of domestic wastewater to the tune of 8.5m3/day. The domestic wastewater is proposed to be collected in collection tank &will be lifted to BWSSB sewage treatment plant for further treatment.

Table 2a.1: Water Requirement for construction purpose Sl. Quantity of Rate of water Total Activity No. Works (m3) usagem3/m3 requirement (m3)

1. Concrete curing 41,629 0.9 37,466 Mortar mixing and 2. 186 0.8 149 curing for block work Mortar mixing and 3. 335 0.07 24 curing for plastering 4. Floor finishes 4,110 0.05 206 Sprinkling for dust 5. -- -- 637 suppression 6. Roof works 3,048 0.05 153 Total 38,635 300Labours/ 7. Domestic 30 l/day 9 KLD day Construction Period 48 Months No. of Working Days /Month 26 Total No. of Working Days 1,248 Average Water Consumption Per Day (for Construction) 31 KLD Average Water Consumption Per Day (for Domestic) 9 KLD Source: Civil Engineering Handbook and Indian Building Handbook

WATER REQUIREMENT DURING OPERATION Sources of Water: The water is drawn from the BWSSB. The detailed total water requirement, based on the number of residential units and other facilities to be provided, during operational phase is estimated as in below Table 2a.2.

Table 2a.2: Water Requirement Break up

Sl.No. Purpose Particulars Total in KLD I. Total Water Requirement 2,720 Personnel X 135 lpcd 368 Club house10% of total II. 272 Personnel X 45 lpcd 12 population Total Water Requirement 380 a Domestic 2,720 Personnel X 90 lpcd 245 Club house10% of total b 272 Personnel X 30 lpcd 8 population Net fresh water requirement 253 a Recycled Water for flushing 2,720 Personnel X 45 lpcd 122 Club house10% of total b 272 Personnel X 15 lpcd 5 population Total flushing water requirement 127

The total water requirement for the project during operation phase is around 380KLD. It is proposed to use the treated sewage for secondary purposes such as toilet flushing to the amount of 127 KLD. Hence, the net water demand would be about 253 KLD. Water balance chart during the operation phase is shown in the Fig. 2a.1.

Total Water Requirement 380 KLD

Startup water for Net fresh water flushing 127 KLD requirement 253 KLD

Recycled water for Fresh water flushing 127 KLD requirement 253 KLD

95% of total water requirement Treated water STP of capacity 400 KLD from STP To Sewage Treatment Plant 361 KLD will be provided

95% of sewage 343 KLD

Recycled water for Treated water for Excess to BWSSB Flushing 127 KLD Gardening 47 KLD UGD 169 KLD

Fig. 2a.1: WATER BALANCE CHART

Annexure 2(b): Construction Material Resources Requirement

CONSTRUCTION MATERIAL RESOURCES

Sl. No. DESCRIPTION UNIT QUANTITY 1. Cement Bags 4,07,836 2. Sand CMT 31,977 3. Aggregates CMT 35,440 4. Steel MT 5,170 5. Solid Blocks Nos 6,56,757 6. Wood CMT 101 7. Flush shutter SMT 5,908 8. Glass SMT 11,630 9. Vitrified Tiles SMT 55,954 10. Glazed Tiles SMT 19,360 11. Aluminium KGS 68,406 12. Roof installation Brick Batcoba SMT 4,080

Annexure 3(a): Emission Load from DG set and construction equipments during construction phase using HSD Earth Concrete Mixers Concrete Pump JCB Excavator DG Set Rammers Pollutant (2x3.73 kW/Hr) (1x44.74 kW/Hr) (1x50kW/Hr) (1x50kW/Hr) (1x3.75 kW/Hr) NOx (@9.2 g/ 68.63 412 460 460 34.5 KW-hr) PM (@0.3 g / 2.23 13.42 15 15 1.12 KW-hr) HC (@1.3 g / 9.69 58.16 65 65 4.875 KW-hr) CO (@3.5 g / 26.11 156.59 175 175 13.125 KW-hr)

Annexure 3(b): Emission Parameters of the Air Pollution Sources during operation DG Stack Sl. No. Stack Details (3 Nos. 500 KVA) 1. No. of Stacks (DG Sets) 3 2. Stack height (m) 4.5 m (ARL) 3. Stack top internal diameter (m) 0.2 4. Stack exit temperature (°C) -- 5. Flow rate (cum/sec) 0.66 6. Stack exit velocity (m/sec) 21.03

7. NO2 emission, in g/s 3.06 8. SPM emission, in g/s 0.09 9. HC emission, in g/s 0.42 10. CO emission, in g/s 1.14

11. SO2 emission, in g/s 0.05

Annexure – A2 (a): Rainwater Harvesting Facilities As the growth of Bengaluru city is far ahead of the rate at which the water supply system is being upgraded, it becomes necessary to think of alternative source of water for the daily needs for secondary purposes like washing, gardening etc. In these lines, rain water harvesting is gaining importance and has been a part of building by-laws. 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 greenbelt area. Necessary provision will be made to collect the quantity of rainfall runoff during the most rainy day of season. Necessary recharge pits at regular intervals have been envisaged. The facilities to be established for rainwater harvesting include carriage (piping) system, pre-treatment unit (filtration) and a storage tank.

Design details: Rational formula for calculating runoff = Q= (CIA) / 360 Q = Runoff in m3/sec I = Intensity of rainfall in mm/hr. A= Drainage area in hectares. C = Co efficient of run off as below

 –Intensity of rain fall = 75 mm/ hr  Runoff Coefficients: Roof top : 0.8 Landscape : 0.2 Drive Way : 0.6

Terrace Area Run-off: I = Intensity of rainfall : 75 mm/hr A = Drainage area in hectares : 0.4315 C = Co efficient of runoff : 0.8

3 Q = Runoff– = (CIA)/360= (0.8X75X0.4315)/360= 0.071 m / sec Data assumed: Considering 15 min of rainfall = 0.071X 15 X 60 = 64 cum Roof rain water collection sump of capacity 65 cum will be provided and same will be used.

Total Run-off: Driveway: I = Intensity of rainfall : 75 mm /hr A = Drainage area in hectares : 0.7630 C = Co efficient of runoff : 0.6

3 Q = Runoff– = (CIA)/360 = (0.6X 75 X 0.7630)/360= 0.095 m /sec

Total Run-off: Garden Area: I = Intensity of rainfall : 75 mm /hr A = Drainage area in hectares : 0.5888 C = Co efficient of runoff : 0.2

3 Q = Runoff– = (CIA)/360 = (0.2 X 75 X 0.5888)/360= 0.024 m /sec Therefore the total runoff from the site is: 0.095+0.024= 0.11 m3/sec Data assumed: Considering 15 min of rainfall = 0.11X 15 X 60 = 99 cum Therefore the total runoff from the site is: 99cum

Recharge pit calculation: Data assumed: Infiltration rate is 10 cms/hr = 0.10 m /hr Recharge pit of 1.2 m diameter is considered = 1.2 m Depth of pit is 6m

VolumeTotal number of recharge of percolation pit Пxr²xh pits =required: . cum 99/6.78 = 14.6Say 15 Nos. Hence, 15 Nos. of recharge pits have been provided to recharge the ground water within the site.

Annexure A3: List of Species Proposed

Sl. No. Name of the Species Common name In Nos. 1. Annona reticulata Custard Apple 10 2. Anthocephalus cadamba Kadamba Tree 8 3. Azadirachta indica Neem tree 9 4. Ficus religiosa Peepal Tree 6 5. Mango indica Mango tree 10 Champak tree 6. Michelia champaca 8 (Sampige Mara) 7. Nyctanthes arbor-tristis Parijatha 10 8. Pongamia pinnata Honge 5 9. Saraca asoca Ashoka 6 10. Swietenia mahagoni Mahogani 8 Total 80

List of Shrubs & Ground Covers Proposed For Landscape

Sl. No. Name of the Shrubs Ground Covers 1. Acalypha wilkesiana Alternanthera green 2. Allamanda yellow Bamboo grass variegated 3. Antigonon leptopus Billbergia 4. Cassia alata Cuphea purple 5. Hamelia patens Eranthemum nigrum 6. Ixora coccinea Hemigraphis colorata

7. Murraya exotica Mentha spa

8. Nerium oleander Ocimum basilicum 9. Pisonia alba Ophiopogon green 10. Plumbago capensis Salvia officinalis

Annexure10: ENVIRONMENTAL MANAGEMENT PLAN 10.1 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;  Incorporating Green Building concept from the Design to Implementation stage.  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. Environmental management plan has been discussed in the following sections separately for Construction phase and Operational phase:

10.2 EMP DURING CONSTRUCTION PHASE During Construction phase, the activities which need to be monitored and managed from the point of pollution are explained in detail in the subsequent sections.

10.2.1 LEVELLING AND SITE CLEARANCE Proposed site consists of few weed plants, these will be cleared during site formation other than this project site is a vacant land with 5.5m level difference, so levelling and excavation will be done for basement preparation and it will be restricted to minimize the excavation.

Table 10.1: Environmental Management during Levelling and Site Clearance Environmental Mitigation Remarks Impacts

Noise generation:  Most optimum no. of operation by the heavy To reduce noise level, Caused due to equipment. Equipment provided with

Excavators and  Selection of equipment with less noise noise control devices will Bulldozers generation to be used. be used.

 The earth moving equipment shall be periodically checked and maintained for noise levels. The workers shall be provided with adequate PPE such as ear plugs to reduce impact of high noise levels.

Dust generation:  The site cleared shall be periodically watered The construction water Levelling operations to reduce emission of dust particles. requirement will be results in the  Barricades have been provided all around sourced from external emission of the dust. the site to suppress the dust. authorized tanker water

 The workers shall be provided with PPE such suppliers. as nose masks and goggles to reduce impact on health.

10.2.2 TRANSPORTATION OF CONSTRUCTION MATERIALS During the transportation of construction materials, minimum no. of vehicles will be used. Most optimum route is planned to reduce the impact of transportation activity on the environment. Table10.2: Environmental Management during Transportation Environmental Mitigation Impacts Noise generation  Quality fuel is used.

 Periodic maintenance of vehicles is required.

Dust generation  Quality packaging of the construction materials.

 Construction materials shall be covered with tarpaulin sheets to prevent the material from being air borne.

 The vehicle speed shall be regulated.

 The workers transporting materials shall be provided with PPE such as nose masks to reduce impact of air borne dust on their health.

 Wheel washing facilities shall be provided for all vehicles.

Vehicular  Periodic emission check for vehicles is required.

emissions  Clean fuel shall be used for vehicles.

10.2.3 CONSTRUCTION ACTIVITIES During the construction work, the following impacts are identified to monitor and mitigate the level of impact.

Table 10.3: Environmental Management during Construction Environmental Mitigation Remarks impacts Noise generation  Selection of less noise generating Implementation equipment. responsibility:  Personnel Protective Equipment (PPE) Contractor such as ear plugs and helmets shall be Civil Works. provided for construction workers. –  The working hours shall be imposed on construction workers. Dust generation  PPE in the form of nose masks and goggles Implementation shall be provided for construction workers. responsibility:  Use of water sprays to prevent the dust Contractor from being air borne.  Providing barricades all around the project site. Water Discharge  Sewage generated will be collected in Implementation from construction collection tank & will be lifted to BWSSB responsibility: works sewage treatment plant for further Contractor treatment. Air Emissions from  Periodic check and regular maintenance of Implementation construction construction machinery for emissions. responsibility: machinery  Clean fuel shall be used in equipments. Contractor

10.2.3.1 WASTEWATER DISCHARGE The sewage generated from the construction labours during construction is estimated to be about 8.5 KLD. This will be collected in collection tank & will be lifted to BWSSB sewage treatment plant for further treatment.

10.2.3.2 DISPOSAL OF EXCAVATED EARTH The excavated earth which is generated during construction will be reused for development of landscape and pavement area formation therefore there will not be any solid waste problem from the generation of construction excavated earth.

10.2.3.3 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 labourers will be provided:  Safety Helmets  Safety Belts/harness  Safety Shoes  Hand gloves  Gumboots while concreting  Safety Goggles while welding/ Stone dressing etc.  Face masks 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.  Height Work Permits

BUDGETARY ALLOCATION FOR EMP DURING CONSTRUCTION

Sl.No. EMP Aspects Cost Capital Investment In Lakh 1. Barricades all round the site 1.0 Total 1.0 During Construction Lakhs/annum 1. Purchase of water from external authorized suppliers 16 2. Disposal of Solid Waste from project site 2.16 3. Plantations of saplings around the periphery and 1.0 maintenance 4. Environmental Monitoring Air, water, Noise 1.5

5. EMP cell – 2.5 Total 23

10.3 EMP DURING OPERATION PHASE Following are the identified operational phase activities in the impact assessment, which may have impact on the environment.  Air quality  Water quality  Noise quality  Solid waste disposal  Landscape development  Storm water management

10.3.1 AIR QUALITY MANAGEMENT

The air pollutants likely to be emanated from the proposed project are SPM, SO2,

NO2, 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 green belt development is also proposed covering about 33.02% of the plot area. Following table presents the EMP for air quality management during operation phase. Table 10.4: Air Quality Management during Operation Phase Environmental Mitigation Impacts

DG set  Equipment selected will ensure the exhaust emission standard as prescribed as per the latest amendments from the CPCB.

 DG will be used as stand-by unit.

 Periodic check and maintenance.

Ambient air quality  Ambient air quality monitoring as per the prescribed norms at regular interval.

10.3.2 WATER QUALITY MANAGEMENT Water requirement of the project will be met through BWSSB, as mentioned earlier. Water balance is presented in earlier section. The sewage generated from the proposed project is about 361KLD which will be treated in the proposed STP of capacity400KLD. The treatment scheme for domestic effluents generated from project has also been discussed in Annexure 2(a). Treated water will be reused for flushing and for gardening. Following table presents the EMP for water quality. Table 10.5: Water Quality Management during Operation Phase

Environmental impacts Mitigation

Effluent from domestic water  Treated with proposed state-of-the-art consumption sewage treatment plant to produce tertiary treated water this is ultimately reused for secondary purposes such as for flushing and for gardening.

 Water conservation measures will be encouraged

10.3.3 NOISE MANAGEMENT High noise generating units such as DG set will be provided with acoustic enclosures. Landscape on the project boundary will further act as noise barrier and helps in attenuation of noise. Following table presents the EMP for noise levels.

Table 10.6: Noise Management during Operation Phase Environmental Mitigation Impacts Noise from DG set  Acoustic enclosures will be provided to DG set. area  DG set will be 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 dosimeter.

10.3.4 SOLID WASTE MANAGEMENT The solid wastes generated during operation phase can be categorized under three types: Wet Garbage: Food waste, Lawn mowing wastes etc Dry Garbage : Paper, Plastic, Bottles, etc. Sludge from Sewage Treatment Plant (STP) The solid waste generated in the premises is estimated to be about 1,279 kg/day. Out of 1,279 kg, 767kg (60%) is biodegradable waste &512 kg (40%) is recyclable wastes. Further this biodegradable wastes will be segregated at household levels and will be processed in organic waste converter and there recyclable wastes such as plastic materials, glass & metal wastes will be handed over to the waste recyclers. The sludge from the STP is estimated to be about 40.0kg/day and will be used as manure for gardening purpose after taking it through filter press.

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 so that the waste is not exposed and thus the possibility of spreading of disease through flies and mosquitoes will be 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 unit to collect the solid wastes. The biodegradable wastes will be processed in organic waste converter and recyclable wastes such as plastic materials, glass & metal wastes are handed over to the waste recyclers; E-Wastes will be collected separately & it will be handed over to authorize E-waste recyclers for further processing.

10.3.5 LANDSCAPE DEVELOPMENT Vegetation is the natural extension of the soil ecosystem on a site. It can provide summer shade, wind protection, and a low-maintenance landscape that is adapted to the local environment. Unfortunately, the common practice is to remove the existing landscape cover and replace with a generic, water and maintenance-intensive lawn.

Following approach will be adopted for vegetation and ground management. It is planned to include an ecologically knowledgeable landscape architect as an integral member of the design team. Preservation of existing vegetation, especially native plants, will possibly be incorporated. Avoid fencing off property where possible to make landscape available to community increasing project integration.  Decrease paving and monoculture lawns.  Avoid replacing mature trees with young seedlings.  Protect existing plants during construction. D trees

and demark or fence off areas to avoid damage.elineate the drip line around  Contain heavy equipment and stockpiling areas to predefined areas.  Design new plantings as diverse communities of species well adapted to the site. Plant native species of varying ages. Select vegetation that attracts wildlife.  Avoid invasive species and monocultures (same species, same age).

10.3.6 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 /recharge pits at equal intervals around the periphery of the site have been envisaged. A garland drains with RCC precast perforated cover will be provided around the periphery of property. The details of the rain water harvesting facilities are interpreted in the earlier section.

10.3.7 HEALTH, RISK AND DISASTER MANAGEMENT Public health and safety Since all the construction related activities shall be 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 300 persons will be 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, nose mask, helmets, goggles etc.  Periodic health checkup camp for the labourers will be arranged.  Provision of safety belts.  In case of injury, on site medical treatment and transport will be organized.  Employing a safety engineer.

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 apartment occupants and labourers.  First aid kit with primary medicines will always be available in the medical centre.  Display of action plan and preparedness measures during emergency situations.

Risk and disaster management plan Disaster is an unexpected event due 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.  Fire extinguishers are provided at pre-notified locations inside the apartments.  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 programme and mock drills are conducted for the occupants on their roles during emergency situations.

Important telephone numbers like police authorities, fire department and hospitals etc. for use during emergency situations are made available.

10.3.8 EMP IMPLEMENTATION SCHEDULE Phased according to the priority, the implementation schedule is presented in below table. Table 10.7: Implementation Schedule for EMP Sl. No. Recommendations Requirement 1. Air pollution control measures Before commissioning of respective units.

2. Water pollution control Before commissioning of the project. measures

3. Noise control measures Along with the commissioning of the 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 4 years. Once the project is established, the EMP responsibility will be properly handed over with clearly defined procedures and guidelines.

10.3.9 ENVIRONMENTAL MONITORING ROUTINES A comprehensive monitoring programme is suggested in below table: Table 10.8: Monitoring Schedule for Environmental Parameters Important Monitoring Duration of Sl. No. Particulars parameters for frequency monitoring monitoring I. Air Quality 1. Ambient Air monitoring Project premises Once in 3 24 hourly PM2.5, PM10, SO2, months sample NOx 2. Stack Monitoring Once in 3 Grab SO2 , SPM, NO2, months HC, CO II Water and Wastewater Quality 1. Water Quality i. Ground water at two Once in 3 Grab As per KSPCB locations (up-gradient months requirements and down-gradient) of treated effluent discharge area/ land 2. Waste water quality i. Inlet to STP Daily Composite - ii. Treated effluent prior to Daily Composite As per urban discharge reuse standards III Soil Quality 1. Within project premises Once in 3 Composite As per KSPCB at 1 location on effluent months Sample requirements discharging area / land 2. Ecological preservation Seasonal Visual Survival rate and up-gradation observations IV Noise Monitoring 1. Project premises Once in 3 Day and Night As per KSPCB months requirements

10.4 ENVIRONMENTAL LEGISLATIONS There are many Environmental Acts & Rules which are formulated by Ministry of Environment, Forests and Climate Change (MoEFCC) for the prevention of Environmental squalor and are to be complied by the Industry. All the regulations are not applicable to all. The Act and Rules which are to be constantly perused and followed by the Industry are enumerated in the following section. Table 10.9: Particulars of Environmental Legislations YEAR OF LEGISLATION ENACTMENT 1974 The Water (Prevention and Control of Pollution) Act. 1975 The Water (Prevention and Control of Pollution) Rules. 1977 The Water (Prevention and Control of Pollution) Cess Act. 1978 The Water (Prevention and Control of Pollution)Cess Rules. 1988 The Water (Prevention and Control of Pollution) as amended. 1981 The Air (Prevention and Control of Pollution) Act. 1987 The Air (Prevention and Control of Pollution) and as amended. 1986 The Environment (Protection) Rules. 1991 The Environment (Protection) Rules (Amended).

10.4.1 ENVIRONMENT PROTECTION ACT & RULES Among the various notifications coming under the Environment (Protection) Act, following are the notifications applicable to this project: Table 10.10: Notifications under Environmental Protection Act & Rules YEAR OF RULES NOTIFICATION 1989 The Hazardous Waste (Management & Handling) Rules

2000 & 2003 The Hazardous Waste (Management & Handling) Rules (amended)

1992/1993 Environmental Statement

Noise Pollution (Regulation & Control) Rules and Amendment Rule 2000 2006

2000 Municipal Solid Wastes (Management & Handling) Rules

2002 D.G. Rules

The Hazardous Wastes (Management, Handling &Transboundary 2008 Movement) Rules

The Hazardous Waste (Management &Handling) Rules 1989 (latest amendment 2008) The DG Set Waste/used oil is included in the schedule-1 of list of Hazardous Waste under Serial No.5 which states as under: 

 Used/spentUsing mineral/synthetic oil category No..1 oil as generated lubricant from in hydraulic industrial systemsoperations. or other

Used applications.oil defined under Rule 3 (34) means any oil derived from crude oil or mixtures containing synthetic oil including used engine oil, gear oil, hydraulic oil, turbine oil, compressor oil, industrial gear oil, heat transfer oil, transformer oil, spent oil and their tank bottom sludge and suitable for re-refining, if it meets the specifications laid down in Schedule 5, but does not include waste oil. Responsibility of the occupier and operator of a facility for handling of the wastes is delineated as under: 1. The Occupier and the operator of a facility shall be responsible for proper collection, reception, treatment, storage and disposal of hazardous wastes listed in schedule

1, 2 and3 {Rule 4(1)} – 2. It shall be the responsibility of the occupier and the operator of a facility, to take all steps to ensure that the wastes listed in schedule 1,2 and 3 are properly handled and disposed of without any adverse effects to the environment {Rule 4(3)}. 3. Hazardous wastes shall be collected, treated, stored and disposed of only in such facilities as may be authorized for this purpose {Rule 5(1)}. 4. Every occupier handling, or a recycler recycling, hazardous wastes shall make application in Form-1 to the Member Secretary, State Pollution Control Board or committee, as the case may be or any Officer designated by the State Pollution Control Board of committee for the grant of authorization for any of the said activities { Rule 5(2) }. 5. The Occupier or operator of a facility shall ensure that the hazardous wastes are packaged, based on the composition in the manner suitable for handling, storage, and transport and the labeling and packaging shall be easily visible and be able to withstand physical conditions and climatic factors {Rule 7(1)}.

6. Packaging, labeling and transport of hazardous wastes shall be in accordance with provisions of the rules made by the Central Government under the Motor Vehicles Act 1988 and other guidelines issued from time to time { Rule 7(2)}. 7. All Hazardous waste containers shall be provided with a general label as given in Form-8 of Hazardous Waste (Management Handling) Rules 1989 as amended there after {Rule 7(3)}. 8. The Occupier shall prepare six copies of the manifest in Form 9 comprising of colour code indicated below (all six copies to be signed by transporter) {Rule 7(4)}. 9. The Occupier generating hazardous waste and operator of a facility for collection, reception, treatment, transport, storage and disposal of hazardous waste shall maintain records of such operations in Form-3 {Rule 9(1)}. 10. The occupier or an operator of a facility shall send annual reports to the State Pollution Control Board or committee in Form-4 {Rule 9(2)}. 11. Where an accident occurs at the facility or on a hazardous waste site or during transportation of hazardous waste the occupier or Operator of a facility shall report immediately to the State Pollution Control Board or committee about the accident in Form-5 {Rule 10}. 12. No owner or occupier generating non-ferrous metal waste specified in schedule 4 or generating used oil or waste oil of ten tons or more per annum shall sell or auction such non-ferrous metal wastes, used oil or waste oil to a registered re-refiner or recycler, as the case may be, who undertakes to re-refine or recycle the waste within the period of validity of his certificate of registration (Rule 20(1)).

Table 10.11: Colour Code for the manifest copies Copy number with Purpose Colour Code Copy 1 (White) To be forwarded by the occupier to the State Pollution Control Board or Committee. Copy 2 (Yellow) To be retained by the occupier after taking signature on it from the transporter and rest of the four copies to be carried by the transporter Copy 3 (Pink) To be retained by the operator of the facility after

Signature Copy 4 (Orange) To be returned to the transporter by the operator of Facility after accepting waste Copy 5 (Green) To be returned by the operator of the facility to State Pollution Control Board/Committee after treatment and disposal of wastes Copy 6 (blue) To be returned by the operator of the facility to the occupier after treatment and disposal of wastes.

ENVIRONMENTAL STATEMENT: Under rule 14 of the Environmental Protection Rules 1986, every person carrying on an industry, operation or process requiring Consent under Section 25 of Water (Prevention and Control of Pollution) Act, 1974 (6 of 1974) or under Section 21 of the Air (Prevention and Control of Pollution) Act 1981 (14 of 1981) or both or authorization under the Hazardous Waste (Management & Handling ) Rules 1989 issued under the Environment (Protection ) Act, 1986 (29 of 1986) shall submit an Environmental Statement Report for the financial year ending the 31st March in Form-V to the concerned State Pollution Control Board on or before 15th Day of September every year.

ENVIRONMENTAL PROTECTION FOR DEVELOPMENAT AND PROTECTION OF GROUND WATER: These rules are applicable for:  Extraction of ground water for any use, except for drinking and domestic purpose.  Clearance of well constructions.  Control on disposal of untreated/ treated urban & Industrial wastes.  Pumping of ground water within the limits laid by the Authority.  Planning & implementations of project for enhancing recharge of ground water.  Reassessment of ground water resources as per the directions of the authority.  Sale of ground water.  Registration of ground water abstractions structures.  Supply of data on demand on the structure, Pumping, and usage of ground water etc.,  Change in H.P. of the pump without approval.

 Clearance of solid & liquid waste disposal sites.  Clearance for setting up of ground water based industries.  Conservation & artificial recharge of ground water including roof-top runoff harvesting & storm water recharge etc.  Degradation of quality of ground water on account of ground water extraction. The existing users of ground water resources as enumerated above shall obtain permission for the grant of a certificate of registration from Central Ground Water Authority New Delhi.

BUDGETARY ALLOCATION FOR EMP DURING OPERATION Sl.No. EMP Aspect Cost in Rs Capital Investment In Lakh 1. Sewage Treatment Plant 60.0 2. Rainwater harvesting facilities 5.5 3. Landscape development 12.5 4. Acoustic & Stacks for DG sets 6.0 5. Organic Waste Converter 4.0 Total 88 Operation Investment Lakh/ Annum 1. STP Maintenance 6.0 2. Landscape Maintenance 6.12 3. OWC Maintenance 3.0 4. EMP Cell 2.5 5. Environmental Monitoring-Air, Water, Noise 1.5 Total 19.1

Traffic Management & Impact Studies For “Wynn Tower” Development of Residential Apartment At Sy. Nos. 11/2, 11/4, 11/5, and 11/6, GottigereVillage, Uttarahalli Hobli, Bengaluru South Taluk, Bengaluru. Studies Include Location plan/Site Accessibility Site Can be accessed from the following sides: 4 1. Bannerghatta Mn Road. 2. Gottigere Kengeri Road (Front of Project site) 3. Amruthnagar Mn Road. 4. Kanakapura Mn Road.

2 1 PROJECT SITE Location Scenario

ó Bannerghatta Main Road 1.0 km

ó NICE Road /Bannerghatta Rd Jn 1.7km

ó Kanakapura Main Road 4.5km

ó Electronic City 14.2km

ó Kormangala 12.7km

ó M.G.Road 16.6m

ó Varthur 28.7km Existing Road Geometric Scenario

Gottigere – Kengeri Road Description Availability

R-o-W (Right of way) of 12m Carriage Way (7.0m) Road Surface condition (Poor) Undivided road Road Marking Street light Shoulder of 3.0m & 2m.

Drain

Footpath

Signs and Signages R-o-W= 12m

CW=7m Project Site

Gottigere – Kengeri Road

Towards Bannerghatta Road Towards Konanakunte Existing Traffic Scenario

• Road connecting the project site is termed as Collector Road connecting Bannerghatta Road/Gottigere on Eastern side, Kanakapura on Western side & Puttenahalli on the Northern side. During study it was observed 2Wh, 3Wh, 4Wh, Mini buses, Buses, Lorries ply on both direction on this road.

* Note: Road Hierarchy standards reference UDPFI (Urban development plans formulation and implementation New Delhi) guidelines Peak traffic flow along Gottigere – Kengeri Road (Towards Gottigere)

Timing 2Wh 3Wh 4Wh B/L Total (PCU’s)

7:00-8:00 294(147) 8(6) 114(114) 12(37) 428(304)

8:00-9:00 350(175) 10(7) 136(136) 15(44) 510(362)

9:00-10:00 432(216) 12(9) 168(168) 18(54) 630(447)

10:00-11:00 341(171) 9(7) 133(133) 14(43) 498(353)

4:00-5:00 167(83) 10(7) 144(144) 14(43) 335(277)

5:00-6:00 198(99) 11(9) 172(172) 17(51) 399(330)

6:00-7:00 245(123) 14(11) 212(212) 21(63) 492(408)

7:00-8:00 194(97) 11(8) 167(167) 17(50) 389(322)

Note: The highest peak observed is 447 PCU’s/hr as per IRC-106:1990 during 9-10am. Peak traffic flow along Gottigere – Kengeri Road (Towards Konanakunte)

Timing 2Wh 3Wh 4Wh B/L Total (PCU’s)

7:00-8:00 163(82) 10(7) 53(53) 16(49) 242(191)

8:00-9:00 194(97) 11(9) 63(63) 19(58) 288(227)

9:00-10:00 240(120) 14(11) 78(78) 24(72) 356(281)

10:00-11:00 190(95) 11(8) 62(62) 19(57) 281(222)

4:00-5:00 112(56) 10(7) 160(160) 10(29) 292(252)

5:00-6:00 134(67) 11(9) 191(191) 11(34) 347(301)

6:00-7:00 165(83) 14(11) 236(236) 14(42) 429(371)

7:00-8:00 130(65) 11(8) 186(186) 11(33) 339(293) Note: The highest peak observed is 371 PCU’s/hr as per IRC-106:1990 during 6-7pm. Traffic Flow & Vehicle Composition along Gottigere - Kengeri Road Gottigere Road (Towards Gottigere) Gottigere Road (Towards Konanakunte) 500 447 408 400 322 362 353 330 371 300 304 277 281 301 293 227 200 191 222 252 PCU's/hr 100 0 7-8am 8-9am 9-10am 10-11am 4-5pm 5-6pm 6-7pm 7-8pm Time

2Wh 3Wh 4Wh B/L 2Wh 3Wh 4Wh B/L

11% 22% 15% 33%

48% 64% 4% Existing Traffic Scenario

Existing Road Towards V C LOS V/C Gottigere 447 Gottigere – Kengeri 2200 0.37 “B” Road Konanakunte 371

V/C LOS Performance 0.0 - 0.2 A Excellent 0.2 -0.4 B Very Good 0.4 -0.6 C Average 0.6 -0.8 D Poor 0.8 -1.0 E Very Poor 1.0 & Above F Forced/Breakdown

Note: IRC-106;1990 Capacity for Urban roads V= Volume in PCU’s/hr & C= Capacity in PCU’s/ hr, LOS = Level of Service Guidelines for contractors during Construction

• Only 10-15 trucks are allowed per day carrying construction material do not change any significantly the traffic flow. ó Controlled movement of traffic. ó Traffic speed. ó Traffic volume. ó Duration of traffic operation. ó Traffic control extending into dusk or night time hours ó Installation of Signs and Signages (Entry/Exit) ó Existence of overhead hazards. ó Safety provision provided before merging onto the main road. Parking Logistics

Description of Unit No. of Units Cars/ unit Total in Nos. Residential Apartment 544 1 544 Visitors Car Parking -- -- 55 (10%) Club House Area 3050 Sqmt. Club House Area Paring Car Requirement = 3050 Sqmt/50 61 (1 Car park/50 Sqmt) Sqmt Total Required 660 Car parking Provided Ground Floor Parking 126 Basement-1 Parking 282 Basement-2 Parking 273 Surface Parking 95 Total Provided 776 Traffic Flow Logistics

Sl.No Type of Movement Total Split of Vehicles Occupancy (Egress & vehicles Movement added to Ingress) added from the existing the project road

1 Residential 3 Hours 776 776/3=259 259 (Morning) 3 Hours (Evening)

Movement Logistics Sl.No Percentage Split Assuming Split Net PCU’s 1 Assuming 75% towards Gottigere 75% 194 2 Assuming 25% towards Konanakunte 25% 65

* Assumed split of 75% & 25% for the traffic coming out of the project site to reach to workplaces or CBD is considered based on the Directional Flow Modified V/C & LOS

Existing Addl. Road Towards V C LOS V/C LOS V/C Volume

Gottigere 447 Gottigere – Kengeri 2200 0.37 “B” 259 0.48 “C” Road Konanakunte 371 Projected traffic for next three years based on Annual Growth Rate

Road Towards 2016 2017 2018

HOSA Road For the Road 900 990 1089

Projected vehicular growth Modified Road Towards For three years V C V/C LOS V V/C LOS

HOSA Road For the Road 1089 2200 0.49 “C” 259 0.61 “D”

*Note: As per IRC 37-2001, Pg.No.11 (Average annual growth rate of 7.5% considered for Traffic Projection for 3 years) Improvement Purposes

o All the traffic from the project site will egress directly onto the Gottigere Kengeri road to reach their destinations. o Road surface condition needs to be improved. o R-o-W & CW needs to improved . o Proper Signs and Signages needs to be installed so as to allow the vehicles from the project to merge onto the main road. o Security personnel should ensure safe Entry & Exit of vehicles from the project. o Merging of vehicles will be performed only to left traffic from the exit gates,this ensures safety. o To establish smooth entry & exit of vehicles, bell mouth shape geometry is provided at the gates. This ensures smooth transition for merging of vehicles.

o All precautionary measures are ensured for the safety of vehicles merging onto the main road.

o Adequate sign & signages are installed for traffic as per IRC (Indian Roads Congress).

TOPO MAP COVERING 5km RADIUS

PROJECT SITE

Scale: 1cm=0.5 km 10cm=5 km AERIAL VIEW COVERING 500m RADIUS

Kothnur

Towards Kalena Kengeri RBI Layout Agrahara Lake Sri Chaitanya PROJECT Techno SITE School

Jambu savari Dinne Gottigere

South Avenue

Kembathalli

Towards Bannerghatta Pavamananagara Road

Latitude: 12°51'41.6"N Longitude: 77°35'04.8"E COMPREHENSIVE DEVELOPMENTAL PLAN

PROJECT SITE Village Map

Project Site