BRIGADE MIXED USE DEVELOPMENT Brigade Residential Building Terms of Reference (TOR) Mysore Projects Private Limited At Sy. No. 171/1, 171/2, 171/3, 171/4, 172, 173/1, 173/2, 173/3, 183/2, 183/3, 183/6A, 183/6B, 183/7, 183/8, 183/9, 183/11 and 184/1(P) Village, Varthur Hobli, Bengaluru East Taluk, Bengaluru and Sy. No. 217/3, 227/1(P), 227/2, 227/3, 227/4, 228/1, 228/2, 229/1, 229/2, 229/3, 229/4, 229/5, 229/12, 230/1, 230/2, 230/3, 230/4, 270/1 and 270/3 of Gunjur Village, Varthur Hobli, Bengaluru East Taluk, Bengaluru

Conceptual Plan, Form 1, Form 1A and Terms of Reference

For Prior Environmental Clearance

Project Proponent: M/s. Mysore Projects Private Limited Subsidiary of M/s. Brigade Enterprises Limited

Address: 29th & 30th Floor, World Trade Centre, Brigade Gateway Campus, 26/1, Dr. Rajkumar Road, - , Bengaluru - 560 055. Ph. 080-41379200, 9980141453 [email protected];

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

1.1. Will the existing land-use get significantly altered from the project that is not consistent with the surroundings? (Proposed land-use must conform to the approved Master Plan / Development Plan of the area. Change of land-use if any and the statutory approval from the competent authority be submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans.

Fig: Extract of Development Authority (BDA) Master Plan 2015 showing Project site

Figure shows the project site overlapped on the CDP map of Varthur Map ‘A’. The proposed project site is demarked for Commercial and Residential development.

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Fig: Google Image of Project Site

The proposed project site is situated on Varthur - Sarjapura Main Road which connects to Sarjaupra and on one side and Whitefield, ITPL and EPIP on the other. It is around 6km from Outer Ring Road West of the project. It is approximately 20 km from Bengaluru City and about 45 km from the Kempegowda International Airport.

Varthur is a suburb situated in the Eastern periphery of Bengaluru City and part of the internationally famous Whitefield township. Varthur is a Hobli and part of Bruhat Bangalore Mahanagara Palike.[1] It is also one of the wards of BBMP.

There are many IT companies in Varthur Hobli. The head office of one of the largest IT companies, Wipro Technologies is situated at Doddakannelli, Varthur Hobli. Some other companies like Cisco Systems, ARM, Aricent Group, etc. are situated in Varthur Hobli. Gunjur, Madhuranagara, Whitefield, Ramagondannahalli, Balagere, Sorahunase, Immadihalli, Harohalli, Muthsandra and Kotur are the immediate surrounding villages of Varthur.

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Fig: 500m Radius Image

Fig: Location Plan

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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.

The major items are listed as below:

Sl. Particulates Details No. 1 Plot Area 3,09,665.97Sq.m (76 Acres 20.81 Guntas) 2. Built-up Area 13,00,598Sq.m 3 Landscape Area 1,02,190Sq.m. 4. Height of Building(max) 90 5. Water Demand 3,915KLD 6. Power Demand 45MVA 7. Connectivity CBD – 20km, Airport – 45km Cafeteria, ATMs, Round the clock Security, Smart Buildings, Lush Landscape Area with water features, 8. Community Facility Energy Efficient Buildings, Uninterrupted Power & Water, Scenically Landscaped Area etc., 9. Parking Proposed 10,000 Car Parks

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).

Summary of Environmental Impacts

Description of Sl. No Negative Impacts Positive Impacts Impacts On completion of the project, it is expected to The project site now is not used for any 1 Open Spaces provide Housing, Office purpose space, Jobs, Sports facility or area, etc.

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On development community Community There is no community facility at the facilities proposed shall be 2 Facilities project site. used by occupants and general public. Due to urbanization of the project The project site is converted surroundings, the land use is converted 3 Existing land-use for residential and from agriculture to non-agriculture commercial purposes purpose. Temporary & Marginal - Due to 4 Air Environment Construction activity & Movement of -- Vehicles Water Conservation, Reuse Water Nil - 100% wastewater will be treated 5 & Recycle technologies will Environment within the project campus. be demonstrated Slight Impacts are expected during Noise peak construction but with good 6 -- Environment management practice it will be minimized. After completion, it may slightly Land 7 increase the land value in and around Beautification of the Area. Environment the project location. Organic Waste Composting and Recovery of recyclable 8 Solid Waste Nil materials will be implemented Waste Oil will be recycled 9 Hazardous Waste Nil through Authorized Recyclers 10 Fire Hazards Nil -- Traffic noise is not expected to be a major concern. The Entry and Exits will 11 Traffic Condition be manned by trained and experienced -- traffic wardens. Stopping or parking near the Entrance and Exit portals will

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be prohibited. The long driveway leading to the Parking bays and areas will ensure that vehicles do not get piled up. There is increase in Socio-Economic employment opportunity 12 Nil Environment and the standard of living will improve. It will improve infrastructure Aesthetic 13 Nil which gives good look to the Environment area. It will enhance the greenery Green Belt 14 Nil and oxygen level in the Development atmosphere. It will improve the services especially the revenue of the 15 Business Impact Nil government in the form of taxes.

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).

The topography of the proposed Commercial development site is generally plain. The site is devoid of rare vegetation of any description.

The slope divides the project site into 2 parts. The northern part of the site slopes 4m towards the north direction and the southern part of the site slopes towards the west. Storm water drains (Nalas) exist on the north and west of the project. This natural slope will be respected and unaltered

Storm water management is scientifically designed during and after construction. Sophisticated landscaping will further improve water holding capacity & minimize soil erosion.

The project area falls in Zone - II of seismic zoning map of India. The seismic factors have been appropriately incorporated in the civil designs for the proposed project.

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Fig: Topo Map of the project site

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1.5. Will the proposal involve alteration of natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site)

The slope divides the project site into 2 parts. The northern part of the site slopes 4m towards the north direction and the southern part of the site slopes towards the west.

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 proposed project consists of 2 Basements + Ground + 3 Upper Floors to 30 Upper Floors. Excavation will be for providing basement, footings, sump tanks etc., and excavated earth will be used for backfilling, leveling of earth, internal roads, etc., Excavation of about 11,15,000cum is estimated for the project. The excavated earth shall be used for backfilling, leveling,

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

Around 500 - 800 laborers will be employed for carrying out construction related work. The maximum amount of waste generated during construction will be around 25KLD. Wastewater generated from the temporary bathrooms and toilets will be treated in septic tanks and soak pits. The water will be drawn from local tankers at the time of construction. During construction stage, proper storm water flow arrangement has been proposed. The septic tank and soak pit will be cleaned periodically to maintain the temporary sanitation facility.

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)

The low lying areas and wetlands will not be affected or altered due to the proposed project. The internal storm water drainage system shall be scientifically designed to ensure that any adjoining low lying areas & wetlands shall not be inundated during rainy season.

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1.9. Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labor and the means of disposal) Generation of construction debris and waste will slightly increase noise levels and dust concentration inside the site. Personal Protective Equipment’s viz., face masks, ear plugs, gloves, helmets, etc will be provided to the workers and ensured that they use the same to prevent accidents or incidents during construction activities. Water spray facility will be done on the temporary roads within the project site to control dust emissions.

3% of the total construction material is assumed to be generated in the form of debris. Steel, glass, wood, etc will be segregated and sold to authorized agencies and concrete waste will be used for filling of earth, construction of basement and internal roads. During the construction phase, approx 500 - 800 skilled and unskilled laborers will be working during peak time of construction.

We are committed to provide proper sanitation facility for the laborers. Drinking water will be supplied to the laborers through water tankers for drinking purpose. Temporary toilets and bathrooms are proposed for the laborers. The wastewater from the temporary sanitary facilities will be treated in temporary septic tanks and soak pits of size 2m X 2m X 2m and 2m dia X 4m depth respectively. Municipal Organic waste @ 0.25kg/capita/day will be handed over to Local Municipal Agencies and In-organic Solid Waste @ 0.2kg/capita/day will be handed to authorized local agencies for safe disposal. The project proponent has also proposed to provide free medical assistance to all the laborers by conducting medical camps through a qualified medical practitioner on a regular basis.

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

The total water demand is 3915KLD and shall be sourced from BWSSB. The sewage effluent generated from the project shall be treated in number of decentralized STPs. The treated water shall be used for toilet flushing, landscaping, air conditioning, etc.

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

Not Applicable

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

Not Applicable - Water Source is Bangalore Water Supply & Sewerage Board (BWSSB) & Rooftop Rainwater

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)

2916 KLD of treated wastewater will be available for recycling purposes

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

Not Applicable

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

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Proposed quality of raw and treated wastewater is as below

General Characteristics (Inlet) PH 6.5-7.5 BOD 250-350 Mg/L COD 500-600 Mg/L TSS 150 Mg/L Turbidity -- E.Coli 2000MPN

Res. Cl2 --

General Characteristics (Outlet) PH 6.5-7.5 BOD <10 Mg/L Turbidity <= 2 NTU E.Coli None

Res. Cl2 >= 1 Mg/L

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

The Rainwater harvesting systems (Rooftop and Storm Water) shall be designed as per CGWA / BWSSB guidelines. Assumption as per CGWA Guidelines (Also BWSSB Guidelines)  Rooftop Rainwater to be harvested per Sq.m of Roof area - 20liters  Storm water harvesting per Sq.m of non-roof area (open area) - 10liters

It is proposed to collect the rooftop rainwater into underground sump and the storm water shall be harvesting using infiltration wells along the internal storm water drain.

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Figure: Typical Section of infiltration Well

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?

The proposed mixed use project will have no impact on the quality of runoff. Effective rainwater harvesting plan will minimize the water requirement & also will improve the ground water table. No significant change in drainage pattern or risk of flooding is anticipated due to the project

2.9. What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any) Source of water is Bangalore Water Supply & Sewerage Board and Rooftop Rainwater.

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2.10. What precautions/measures are taken to prevent the run-off from construction activities polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts) The project proposes to construct the boundary wall to prevent exit of direct runoff from the site. Proper drainage facility will be provided for the storm water outflow from the proposed project site. Bar screens, Silt traps, sedimentation basin etc., will be provided at the outlet of storm water drain to prevent movement of any kind of construction debris during construction phase.

Temporary sedimentation ponds are proposed during the construction phase for collection of rainwater/run-off from the site and provision will be made for the overflow to the external storm water drain.

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)

 Storm Water drains will be scientifically designed with number of re-charge shafts for Ground Water recharge. Proposed Rainwater Harvesting Plan is enclosed.  Rainwater collection sump will be provided to collect the rooftop rainwater during the Operational phase.  Temporary sedimentation ponds is proposed during the construction phase for collection of rainwater/run-off from the site and provision will be made for the overflow to the external storm water drain

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

The Project authorities are committed to provide proper sanitation facility for the laborers. The project may employ around 500 - 800 skilled and unskilled laborers. A labor camp will be setup very close to the proposed project site. The camp will include about 30 toilets and 15 bathrooms.

Drinking water will be supplied to the labor camp through water tankers for drinking purpose. Toilets are proposed even at the proposed project site during construction phase. The wastewater from these

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Terms of Reference (TOR) Mysore Projects Private Limited temporary sanitary facilities will be treated in temporary septic tanks and soak pits of size 2m X 2m X 3m and 2m dia X 4m depth respectively.

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

The sewage effluent generated from the project shall be collected through series of manholes and discharged into scientifically designed decentralized STPs. The treated water shall conform to the norms prescribed by State Pollution Control Board (KSPCB) and will be used for toilet flushing, landscaping and air-conditioning.

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

Dual plumbing system with international purple color coding shall be used for recycled water in toilet flushing use.

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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, there is no threat of the project to the unique / rare biodiversity

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

The project site has randomly distributed trees of various species, sizes and varying age. The architecture of the project is such designed, so has to retain as many trees as possible. Local tree species shall be planted in the proposed landscape area. 2 tree saplings shall be planted for every tree cut.

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)

It is proposed to develop a scenic landscape in the proposed project site. The implementation for development of greenbelt is of immense importance, as it not only acts as pollution sink but also enhances the visual appearance of the developed site. The species to be grown on the site will be fast growing native species having broad leaf base so that a permanent greenbelt is created in a short period. The effective plantation will also stabilize the soil and reduce any nuisance during windstorm, if any, in future. These together, in a long term will improve the local ecology of the site. Besides this, the visual aesthetic of the proposed site will be enhanced by developing lawn with local ornamental plants in the open spaces. 33% of the project site area is reserved for landscaping. Site plan indicating the earmarked landscape area is enclosed.

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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. There will not be any displacement of terrestrial fauna and aquatic creatures due to the proposed development.

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

Minimum impact during construction stage is expected. Post construction, landscaping will recreate the required environment for improvement of avifauna in the vicinity.

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

Not Applicable

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5. AIR ENVIRONMENT

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

Given the activity, size of the project and the fact that Dual Fuel Generator sets are the only source of air emissions which are operated only during power cuts and also that the fuel used is Ultra Low Sulphur Diesel, dispersion models are not generated. Decision is taken based on experience and judgmental logic.

The impacts on ambient air quality due to emissions from the operation of Generator sets (only during power cuts by BESCOM) in the project will be very minimal as the Generator sets will be operated on Dual Fuel Mode and with low sulphur HSD (<0.005%) fuel. The movement of vehicles from this project will be under the surveillance of the security group that will be deployed to manage internal traffic. During construction phase, monthly ambient air quality monitoring for major parameters such as Particulate Matter (2.5 & 10 micron), Oxides of Sulphur & Nitrogen and Carbon Monoxide at two major locations within the project site will be conducted. Employees will be encouraged to keep their vehicles with valid emission certificates to ensure that the air quality levels are within permissible limits, due to the addition of traffic generated by their vehicles.

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 main source of emission during the construction period are the movement of machinery equipments at site and dust emitted during leveling, earthworks, foundation works and other construction related activities. The dust emitted during the above mentioned activities depends upon the type of soil being excavated and the ambient humidity levels. The impact is likely to be for short duration and confined locally to the construction site itself. The composition of dust in this kind of operation is however mostly coarse particles, inorganic and non-toxic in nature. These are not expected to travel long distance before settling. Excavation during windy days shall be avoided.

Exhaust emission from vehicles and equipment deployed during the construction phase also result in a marginal increase in the levels of SO2, NOx, PM and un-burnt hydrocarbons. Construction activities may

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Terms of Reference (TOR) Mysore Projects Private Limited cause changes in the PM levels locally, the impact will however be reversible, marginal and temporary in nature.

The impact of such activities would be temporary and restricted to the construction phase. The impacts will be confined within the project boundary and is expected to be negligible outside the project boundaries. Proper upkeep and maintenance of vehicles, sprinkling of water on roads at construction site, providing sufficient vegetation etc are some of the proposed measures that would greatly reduce the impact on the air quality during the construction phase of the project.

The impacts on ambient air quality due to vehicular emissions will be very less and will only be during the peak hours. The Entry and Exits will be manned by trained and experienced traffic wardens. Stopping or parking near the Entrance and Exit portals will be prohibited. The long driveway leading to the Parking bays and areas will ensure that vehicles do not get piled up. Also, visitor’s cars with valid emission certificate will be allowed within the building, as required.

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.

It is proposed to provide ample car parking space within the project site. 10,000 car park spaces are proposed to be provided in the three basements & surface.

The Entry and Exits will be manned by trained and experienced traffic wardens. Stopping or parking near the Entrance and Exit portals will be prohibited. The driveway leading to the Parking bays and areas will ensure that vehicles do not get piled up. It is proposed to provide bell mouth entry and exit for smooth flow of vehicles into or out of the project.

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

Wide divided internal road for vehicular movements is proposed with no. of signage at equal intervals / at required locations. There will be two Entry and Exit points (both located at opposite ends), each 6.0 m wide to enter & exit the property. The width of the internal road is 8m (as per Fire regulations) and uni-directional. The traffic circulates around the property and becomes bi-directional at the

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Terms of Reference (TOR) Mysore Projects Private Limited entry/exit point. The entry and exit to the project will be scientifically designed to ensure that there is no bottle neck situation onto the main road.

The internal road with the movement pattern is shown in the site plan. Speed breakers will be provided on the internal driveway as well as in the basement parking at regular intervals, to restrict the speed of vehicles within the development. Trained security will be deployed to ensure smooth flow of traffic into and out of the mixed use development.

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.

There will be slight increase in traffic and noise during the peak hours, but that will be maintained by providing wide roads and proper signage internally and security group will be hired to maintain the flow of traffic outside the project site. “No Horn” sign will be installed at regular intervals along the drive way to minimize noise levels within the development. Only Vehicles with mufflers installed shall be allowed in to the property. Acoustic enclosures are provided for Generator sets to prevent Noise Generation due to vibrations.

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

Impacts: Not significant (Temporary)  Stack height will be provided as per norms  Acoustic enclosures are provided for Generator sets to prevent Noise  HSD used for DG sets will be with sulphur content <0.005%  Generator sets with dual fuel (HSD & CNG) will be used

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6. AESTHETICS

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

No. It will improve the overall infrastructure which enhances the aesthetics of the surrounding area.

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

No. New construction on the proposed site will not have any impact on the existing structures in the vicinity. Required setbacks as per prevailing bye-laws will be considered during project design stage so as to ensure safety to the adjoining existing structures.

6.3. Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out.

All norms on ground coverage, FAR, height, setbacks, structural design, and other parameters as per prevailing bye-laws will be strictly followed.

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.

Not Applicable.

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7. SOCIO-ECONOMIC ASPECTS

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

Standard of living of the people in the surrounding areas will improve considerably, on project completion as housekeeping works like landscape maintenance, individual maintenance of flats, common area maintenance etc., will be required in the residential complex.

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

Social infrastructure can be termed above standards with a number of Hospitals, Educational Institutions, Shopping Malls etc., in the close vicinity. On completion of the project, the social infrastructure will further improve the standard of living of the local population.

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

The proposed project will not cause any adverse effects on local communities’ disturbance to sacred sites or other cultural values.

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8. BUILDING MATERIALS

8.1. May involve the use of building materials with high-embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency)

Building materials shall be sourced locally, and used, keeping with best architectural and construction practices to conserve energy and use renewable sources of materials only to the extent possible.

Conventional construction material will be used. However, efforts will be taken during the procurement of building material so as to ensure that the materials procured are produced with energy efficient processes. Fly ash bricks, hollow blocks etc will be used in the construction of the building. The window glasses to be used will comply with the energy conservation norms of ECBC.

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

Pollution, noise and public nuisance envisaged during transport and handling of materials during construction will be minimized by adopting below measures.

Noise control Measures

To mitigate the impact of noise from construction equipment, the following measures are suggested:  Noise prone activities shall be restricted to day time only.  Earplugs/muffs, or other hearing protective devices will be provided to those working very close to the noise generating machinery.

Fugitive Dust Control Measurers

Source Control Measures - Sprinkling water for dust suppression to maintain a stabilized surface; Disturbed surface - Vehicular speed will be restricted to 5-10kmph to avoid dust emissions areas during transport of construction material within the project site.

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Inactive disturbed - the stored excavated earth and construction material will be covered with surface areas tarpaulin - Sprinkling water on roads used for any vehicular movement at least twice Unpaved roads a day; - restrict vehicle speed to 10 kmph, which will reduce dust emission. - Downwash of construction vehicles (especially tyres) prior to departure Track-out control from site.

The most effective dust suppressant is water. Water can be sprinkled by the handheld hose or with the help of automatic sprinkler systems as the situation would demand. The incoming loads of dusty materials could be covered to avoid spreading of dust; besides, loss of material during transport.

Other steps proposed to be taken to avoid such pollution

 Barricading the periphery by corrugated tin sheets up-to a height of 6-7m  Sprinkling of water on road side to avoid dust pollution  Security group will be employed to manage traffic inside and into/out of the project site.  Construction activities will be carried out during day time  Construction materials will be transported to site during non-peak hours

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

Yes. 3% of the construction material will be saved through recycle and reuse. Construction debris will be used in the formation of internal roads, leveling of low-lying areas and pavements. Other materials viz., steel, wood, glass, etc. will be sold to authorized reprocessing vendors.

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

Municipal Solid waste of around 14,550kg/day will be segregated at source into organic and inorganic wastes. Around 8,250kg/day of Organic Waste will be treated through decentralized composting systems within the development & 6,300kg/day of Inorganic waste will be further segregated and sold to local recyclers. Non-recyclable waste shall be disposed to the BBMP authorized agencies. The project proponent will take necessary measures to minimize the usage of plastics.

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General Composition of Municipal Solid Waste:

The most abundant solid waste components is paper, which ranges 30% - 50%, yard waste and cardboard appears next in abundance, ranging from 9% to 40%. Glass ranks third in abundance after yard waste and cardboard.

The general composition of municipal solid waste (MSW) is as shown in table:

Components Typical % Moisture Content % Organic 50.0 45-85 Yard Wastes 5 45-85 Wood 0.1 15-40 Food Waste 10 45-85 Paper 25 3-8 Cardboard 8 3-8 Textiles 0.2 5-15 Rubber 0.2 2-4 Leather 0.5 8-10 Miscellaneous organics 1 10-60 Inorganic 50.0 1-5 Plastics 25 1-3 Glass 0.5 0.5-1 Tin Cans 20 0.5-1 Non-ferrous 1 0.5-1 Ferrous Metals 0.5 0.5-1 Dirt Ashes etc. 2.5 6-12 E-Waste 0.5 0.5-1

The solid waste that is generated will be segregated at source as per Municipal Solid Waste (Management and Handling) Rules, 2000. The organic solid waste will be composted and recyclable solid waste viz. Plastic, Metal, Glass etc will be sold to authorized agencies / disposed to local government agencies.

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The expected E-waste generated is about 300 kg/year and Hazardous waste generated will be about 2000 kg/year. Both E-waste & Hazardous Waste will be stored separately and shall be handed over to KSPCB approved / authorized disposal agencies.

9. ENERGY CONSERVATION

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

The project proposes to have 45MVA sanctioned power from BESCOM. Acoustically enclosed Generator sets will be provided as back up during power break down. Back-up power requirement will be designed for bare minimum. 50% back-up will be provided for the residential buildings and 100% for commercial buildings.

Following are the methods proposed for the project to minimize energy consumption  50% of the external lighting is proposed on solar. These are set of lighting which are placed at critical junctions and which would be lit round the night. Alternatively, the other 50% lighting is on timer circuits to achieve the maximum savings.  All the lighting are proposed to work on high energy efficient lamps (CFL)/ Light Emitting Di- ode (LED) as specified in Bureau of Energy Efficiency(BEE), which again results in saving in general consumption. The LPD is working less than 1W/m2 .  All internal common area lighting system is proposed to have either high efficiency lamps (T5/T8)/ CFL/LED. These give us a LPD less than 10W/m2 but still achieves the required 200 LUX for ambient lighting.  The top two floors of the residential buildings shall be provided with provisions for solar geysers which results in energy savings.

9.2. What type of, and capacity of, power back-up do you plan to provide?  Minimum back-up requirement  Fuel used: HSD  Fuel Quantity: < 0.005 % Sulphur content  Dual Fuel Generator Set capacity proposed are 2000KVA x 9Nos. + 3000KVA x 5Nos.

9.3. What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation?  U - Value: 0.9 Btu/hr.ft2.ºF (As per table A 8.2 of ASHRAE 90.1 2007)  SHGC: 0.25  VLT: 0.40.

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

About 30% of the total development will be constructed using glass, reducing the consumption of power for lighting during the day time. Daylighting and allowance for openable windows for use in comfortable months for ventilation will optimize energy usage. As the building is high-rise, care has been taken to use high performance reflective glazing that allows sufficient light transmission into the building without allowing excessive heat transfer. Given the large floor to floor heights and the fact that the typical floor plates are not deep (typically not exceeding 12-15 meters depth,) light penetration will be good and need for continuous artificial lighting is reduced.

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.

50% of the external lighting which includes lighting along the driveways & landscape pathways is proposed to be on Solar. Location of these solar lightings has been designed so as to maximize its exposure to the Sun. The top two floors of the residential buildings are proposed to be on Solar Water heating systems, which would result in Energy Savings.

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?

The overall design of layout buildings has adequately taken care of shading factor into consideration and will result in significant savings in energy consumption.

Maximizing the use of daylight in both common areas and within the office space is a key aspect of the design, to reduce the need for artificial lighting.

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

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Terms of Reference (TOR) Mysore Projects Private Limited and air-conditioning load assumptions? Are you using CFC and HCFC free chillers? Provide specifications.

The proposed Commercial Development has been designed with the windows placed deep in the south facing walls, which helps to shade the window to minimize direct solar gains and reduce perimeter cooling loads. Vertical Exhaust shafts are placed in each building, from where mechanical systems such as exhaust fans from individual toilets & kitchen are connected.  Use of low loss transformers - total losses will be 1.19 % of the rating of the transformers  Installation of meter at various locations to check the power consumption and power loss, if any.  Suitable rating & size cables selection to limit the total power distribution losses less than 1 % by setting up transformer centers at applicable load centers  50% of the external lighting will be by Solar  Use of VFD pumps and motors

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?

The effects of the building on Micro-climates will be minimized by implementing the following measures

 Decrease exposed surface area - Minimum ground coverage  Increase thermal resistance - Roof insulation and east and west wall insulation  Increase shading - East and west walls, glass surfaces protected by overhangs, fins and trees  Increase surface reflectivity - Roof with Pale colour paints (SRI Paints), glazed china mosaic tiles, etc.

9.9. What are the thermal characteristics of the building envelope? (a) roof; (b) external walls; and (c) fenestration? Give details of the material used and the U-values or the R values of the individual components. The U-values of the roof and external wall of the office portion of the building will meet the requirements as specified in the Energy Conservation Building Code (ECBC).

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R Value of Roof : 2.5 (R-15) w/m²ºk extruded polystyrene insulation. U Value of Wall : 0.39 w/m²ºk Fenestration : Window (Glass) to wall ratio will be restricted to <40%. Glass characteristics proposed are as below U-Value : 0.9 Btu/hr.ft2.ºF SHGC : 0.25 VLT : 0.40

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

The Fire Fighting requirements depend on occupancy classification and height of the proposed building. Since the proposed development comprises of Commercial buildings, it is suggested that the individual buildings should have their own independent fire fighting systems as per statutory norms.

Depending upon the occupancy heights, building shall be protected by wet riser, automatic sprinkler system, yard hydrants, fire water UG tanks and fire water OHTs as applicable. Below table outlines the fire fighting requirements for different parcels as per Part IV: Fire & Life Safety of National Building Code of India, 2005.

Life safety systems engineering  Fire Detection and Alarm system, with public address system and two way talkback communication system and with voice evacuation system  Security Access control system  Closed Circuit Television (CCTV) Surveillance system  Integrated Building Management System

9.11. If you are using glass as wall material provides details and specifications including emissivity and thermal characteristics.

Window (Glass) to wall ratio will be restricted to <40%. Glass characteristics proposed are as below U-Value : 0.9 Btu/hr.ft2.ºF SHGC : 0.25 VLT : 0.40

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

Air infiltration is the exchange of air through cracks and gaps in the outside shell of a building. Infiltration increases heating and cooling costs and reduces the comfort level of occupants. Loose fitting windows and doors, cracks between the house and the foundation, and gaps around plumbing and electrical penetrations are typical sources of leaks. Although reducing air infiltration is recommended, it is not advisable to seal a historic building too tightly. This could result in a lack of adequate ventilation or, in extreme cases, sick building syndrome. Care will be taken to reduce air infiltration by meticulous construction & 30% addition fresh air will be induced as per ASHRAE.

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

The project considers solar lights to maximize utilization of solar energy, thereby reducing dependence on Conventional energy to the maximum extent possible. The project proposes to adopt latest energy conservation / efficient and environment - friendly technologies & practices in building structures, which would result in significant energy conservation.

Energy saving measures that will be incorporated in the project includes:

1. Use of high efficiency drives for the lifts 2. Use of Copper wound transformer 3. Use of HF ballast for lighting 4. Use of CFL/LED light fittings 5. Use of Solar lighting in the open area of the campus 6. Use of Solar Water Heater for the top two floors of the Hotel Block

Declaration

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“I hereby give an undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance given, if any, to the project will be revoked at our risk and cost.”

Date: 29-06-2017 ROSHIN MATHEW Place: Bengaluru AUTHORIZED SIGNATORY

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