LIST OF ANNEXURES S.No Description Annexure

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1 LIST OF ANNEXURES S.No Description Annexure 1. EC Letter Annexure 1(a) 2. MoEF Letter Annexure 1(b) 3. CLU Annexure 2 4. BOR Annexure 3 5. MOA Annexure 4(a) 6. List of Directors Annexure 4(b) 7. Undertaking Annexure 5 8. Construction Status Annexure 6 9. PERT Chart Annexure Master Plan of Mohali showing project location Annexure Approved Layout Pan Annexure Layout showing existing & revision Annexure Consultant Document Annexure 11

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99 Project Description Infrastructure Development Works Sectors Services Completion (%age) PHYSICAL PROGRESS MOHALI HILLS PROJECT Sector 99, 104, 105, 106, 108 & no.s houses have been constructed and customers started residing. 2. STP with initial module capacity of 01 lakh liters each in sector 105 & 108 and 10 thousand liters in sector 109 installed. Sewerage Drainage Water supply Flushing Roads Street lighting Feeder pillars UG water tanks Parks development work 90% 90% 90% 90% 90% 85% 85% 100% 80% The Views Sec. 105 (Multi storey apartments) Total units 696 nos. 1. Tower J (84 units) Finishing work completed. Occupation certificate received from GMADA. 66 units handed over to customers. 2. Tower G (112 units) Finishing work completed. Occupation certificate received from GMADA. 32 units handed over to customers. 3. Tower H (148 units) Structure work completed. 4. Tower K (112 units) Structure work completed. 5. Tower L (136 units) Structure work completed. 6. Tower F (104 units) Structure work completed. Central Plaza Sec.105 (Commercial) The Bungalows Sec. 105, 108 & 109 (Single storey unit) Total units 286 nos. 1. Structure/finishing work completed. 2. Occupation certificate received from GMADA units handed over to customers. Total units 68 nos units in sector 108 & 109 completed. 2. Structure works for 17 units completed. 3. Occupation certificates received from GMADA for 50 units units handed over to customers. The Villas Sec. 106, 108 & 109 (Three storey unit) Total units 99 nos. 1. Structure works of 99 units completed. 2. Occupation certificates received from GMADA for 57 units units handed over to customers. The Terraces Sec. 108 (Independent floors) Total units 54 nos. 1. Structure work of 54 units completed 2. Occupation certificate received from GMADA for 48 units units handed over to customers.

100 PERT/CPM CHART OF MOHALI HILLS PROJECT S. No Description Purchase of Land 2 Approvals Grant of EC & CTE Approval of CLU Approval of layout Approval of building plans 3 Excavation Group Housing/Central Plaza 4 Construction GH/CP/VILLA/BUNGALOWS/TERRACES 5 Installation of DG set/stp 6 Grant of Consent to Operate 7 Maintenance a Roads / Parks b Villa c Bungalow d Terraces e Group housing f Central plaza 8 Development after grant of EC a Roads / Parks/Infrastructure b Villa c Bungalow d Terraces e Group housing f club house

101 MASTER PLAN OF MOHALI SHOWING PROJECT LOCATION Mullanpur Chandigarh Zirakpur To Ropar Kharar Project Site Banur To Tepla To Sirhind To Patiala 5

102 NORTH ZONE

103 SOUTH ZONE

104 INTEGRATED TOWNSHIP WITH SPECIAL EDUCATION AND WELLNESS ZONE SECTOR- 98,99,104,105&106 SAS NAGAR PROMOTERS MGF Emaar MGF Land Limited REVISION DELETION EXPANSION PLANNING CHANGE REVISION DELETION REVISION DELETION EXPANSION PLANNING CHANGE EXPANSION PLANNING CHANGE LEGEND RESERVED AREA ( TO BE PLANNED LATER) OTHER'S LAND COMMERCIAL AREA PUBLIC/INSTT. SCHEME BOUNDARY VILLAGE RASTA AREA DEDUCTED UNDER ROAD AREA PARTIALLY OWNED & BALANCE UNDER GOVT. ACQUISITION AREA FULLY UNDER GOVT. ACQUISITION N 09 Nov. 2014

105 INTEGRATED TOWNSHIP WITH SPECIAL EDUCATION AND WELLNESS ZONE SECTOR- 108,109&110 SAS NAGAR PROMOTERS MGF Emaar MGF Land Limited REVISION/ DELETION REVISION/ DELETION REVISION DELETION EXPANSION PLANNING CHANGE PLANNING CHANGE PLANNING CHANGE PLANNING CHANGE PLANNING CHANGE PLANNING CHANGE PLANNING CHANGE REVISION/ DELETION PLANNING CHANGE EXPANSION LEGEND RESERVED AREA ( TO BE PLANNED LATER) OTHER'S LAND COMMERCIAL AREA PUBLIC/INSTT. SCHEME BOUNDARY VILLAGE RASTA AREA DEDUCTED UNDER ROAD AREA PARTIALLY OWNED & BALANCE UNDER GOVT. ACQUISITION AREA FULLY UNDER GOVT. ACQUISITION REVISION/ DELETION N 1'=160'-0" 15 Nov EM-MP/SUB/MH/1.01B

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108 FORM IA (Only for construction projects listed under item 8 of the Schedule) CHECK LIST OF ENVIRONMENTAL IMPACTS (Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring programme). 1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity) 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. Reply: The project has been earmarked for the Integrated township; Land has been alloted for Integrated Township as per the Change in Land use obtained from the Town & Country Planning Department. Copy of Change in Land use is enclosed as Annexure 2. It is anticipated that the construction activities of the project will not have an adverse effect on the land use activities in the project area. The development of green belt and other landscaping will enhance the visual aesthetics of the area. M/s. Emaar MGF Land Limited is developing an Integrated Township namely Mohali Hills at Sectors 98, 99, 105, 106, 108, 109 and 110, SAS Nagar, Mohali, Punjab The center co-ordinates of project site are 30 39'35''N and 76 40'37''E. Toposheet showing location of the project site is enclosed with the application. Location of the project is shown in Figure 1 of Conceptual Plan. M/s. Emaar MGF Land Ltd. had entered into an agreement with Department of Housing & Urban Development, Govt. of Punjab for developing a project with Special Education & Wellness Zone in Sector of SAS Nagar, Mohali on As per the agreement, a total of 2000 acres of area is to be developed in phased manner in Sectors-85 to 114. However, out of this total of 2000 acres, the Environmental Clearance has been accorded by MoEF, GoI vide Letter No /2007-IA.III dated 18 th June, 2008 for developing acres (or hectares) of area. Copy of earlier EC is enclosed as Annexure 1(a). Subsequently during the sector demarcation procedure, project area initially envisioned to be Sector-98, 105, 108 & 109 covering acres (or hectares) of area for which EC has been obtained, has instead been marked in Sector-98, 99, 104, 105, 106, 108, 109 & 110. It is clarified by Northern Regional Office, MoEF Chandigarh vide Letter No /2008-RO (NZ) dated that the geographical features of these are identical, as only the nomenclature of sectors have changed. Copy of MoEF letter is enclosed as Annexure 1(b). Out of this total acres (or hectares) of area,

109 initially development was planned for acres as mentioned in MoEF letter. Accordingly, development work was started on site but due to recession in market and financial crisis, project could not be completed and construction work was stopped at site. Now, planning has been finalized for acres (or hectares) for which layout has been approved by Chief Town Planner, Chandigarh. Approved Layout Plan is enclosed as Anexure 9. Also, validity of Environmental Clearance has been expired; thus, fresh application has been filed for Environmental Clearance for acres (or hectares) of land. The project is adjacent to the Kharar-Banur Highway. The nearest railway stations are S.A.S Nagar Railway Station and Kharar Railway Station which are at a distance of 6 km (NE) and 8 km (NW) respectively. The nearest airport is Chandigarh Airport which is at a distance of 10 km in NE direction Copy of Change in Land use is attached as Annexure 2. Approved Site Plan is enclosed as Annexure 9. Contour Plan will be submitted along with EIA report. 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. Reply: Comparison of details of EC Accorded & fresh application are as under: SI. No. Description EC Accorded Fresh Application 1. Total Plot Area 2. Built-up Area Total Water Requirement Fresh water Demand 5. STP capacity acres (or hectares) GH = 2,97,000 sq.m. Apartments = 3,507 + EWS 2766 units; Institutional = 1,81,619 sq.m. + Residential Plots = 3, acres (or hectares) 8,61, sq.m. 10, KLD 13,744 KLD 7740 KLD 10,584 KLD 2 STPs of 10,600 KLD capacity (STP KLD at Sector-105 & STP KLD at Sector-109 At present: 3 STPs of 100, 100 & 10 KLD 6. Parking provision 49,289 ECS Existing STPs of KLD + proposed STP of 3.7 & 7.6 MLD capacity GH1 = 1,305 ECS; GH2 = 625 ECS & Comm. = 1,061 ECS apart from individual

110 plots 7. Power Load 22,07,611 KW 65,106 KVA 8. Project Cost Rs. 5,000 Crores Rs. 2, Crores 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 landuse, disturbance to the local ecology). Reply: The project being a well planned activity will result in organized spaces and green areas. About acres (@ 7.21%) is earmarked for landscaping. The project will have an overall positive impact on the existing land use and will not cause any disturbance to the local ecology. Proposed activity shall have no impact on surroundings. 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) Reply: There shall be no land disturbance resulting in erosion, subsidence and instability as it is a flat land. The site falls under Seismic Zone IV as per the seismic map of India and indicating high damage risk zone. Contour Plan will be submitted along with EIA report. Soil testing is being done on regular basis and is being submitted in six monthly compliance reports. 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) Reply: The project does not intersect any natural drainage route. No perennial or nonperennial drainage system is found to exist in the project area or being obstructed by the project. The surroundings comprise an urbanized stretch. Contour Plan will be submitted along with EIA report. 1.6 What are the quantities of earthwork involved in the construction activitycutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.) Reply: The soil excavated will be done for the foundation of building. Soil excavated will be stored within project site & will be used for cutting & filling and landscaping. 1.7 Give details regarding water supply, waste handling etc. during the construction period. Reply: During Construction period, a Water demand of 400 KLD (@ 30% of the demand during operation) may be there. The water requirement will be provided by treated water of existing STP. Domestic water demand for 100 workers during peak 5 KLD which will be provided by water tankers. Waste handling will be done by site contractor whose responsibility lies with collection & storage of construction and demolition waste generated on the site. All the construction waste generated during construction is being used with the site itself for filling the floors, roads, aggregate for mortar, etc. to the extent feasible. Remaining is being sent to the authorized agency for disposal.

111 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) Reply: No. The site area is a flat land and the surroundings are characterized by an urbanized stretch. No low lying areas or wetlands are found in the region. 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) Reply: No. The waste generated during construction includes material as broken bricks, dry plaster pieces, broken sanitary items which is being used within as in lying down floors, internal road. The pieces of iron are being sold to Kabadis. 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 met? State the sources & quantities and furnish a water balance statement. Reply: During operation phase, water supply will be provided from borewells (13 Nos); out of which 3 are operational. The total water requirement for all the sectors will be 13,744 KLD. Fresh water requirement will be 10,584 KLD. 11,374 KLD of sewage will be generated from the project after full occupancy which will be treated in existing 3 STPs of 100, 100 & 10 KLD capacity and proposed 3.7 & 7.6 MLD capacity. Existing STPs are based on MBBR Technology. Sectors-98, 99, 104, 105 & 106 has combined waterworks and plumbing lines i.e. fresh, sewer & treated water lines. Thus, common STP is being provided for the treatment of wastewater generated from these sectors. 100 KLD STP already exists at site. While, for Sector 108, 109 & 110, combined water works and common STP is proposed. 100 & 10 KLD STP already exists at site. Water Balance diagrams for Sectors 98, 99, 104, 105 & 106 and Sectors 108, 109 & 110 for different seasons are shown below in Figure 2(a), 2(b) & 2(c) and Figure 3(a), 3(b) & 3(c) respectively in the Conceptual Plan. 2.2 What is the capacity (dependable flow or yield) of the proposed source of water? Reply: During Operation Phase, water will be supplied from borewells (13 Nos.). The total water requirement for all the sectors will be 13,744 KLD out of which fresh water demand will be 10,584 KLD after full occupancy. 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) Reply: The water quality confirms to required standards i.e. IS How much of the water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage) Reply: It is expected 11,374 KLD of sewage will be generated from the project after full

112 occupancy which will be treated in existing 3 STPs of 100, 100 & 10 KLD capacity and proposed 3.7 & 7.6 MLD capacities. Existing STPs are based on MBBR Technology. Sectors-98, 99, 104, 105 & 106 has combined waterworks and plumbing lines i.e. fresh, sewer & treated water lines. Thus, common STP is being provided for the treatment of wastewater generated from these sectors. 100 KLD STP already exists at site. While, for Sector 108, 109 & 110, combined water works and common STP is proposed. 100 & 10 KLD STP already exists at site. The water balance is shown in Conceptual Plan. Treated water shall be recycled for the purpose of irrigation and flushing in toilets within the project and remaining will be disposed off to GMADA sewer 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) Reply: No. There will not be any diversion of water from other users. 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) Reply: Minimum, the wastewater shall be treated to tertiary level and treated water will be reused within project site to the maximum possible extent for flushing & horticulture and remaining will be disposed off to GMADA sewer. 2.7 Give details of the water requirements met from water recharging? Furnish details of the facilities created. Reply: Recharge pits has been proposed; details of which are mentioned in the Conceptual Plan which is enclosed with the application. 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? Reply: Nil. The proposed development does not interfere with any natural drainage. 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) Reply: Water demand will be fulfilled from borewells. Any impact on ground water due to abstraction shall be balanced through rainwater recharging. To reduce the freshwater demand and hence the groundwater stress, treated sewage will be used for landscaping and flushing 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) Reply: The Construction Planning shall be done so that the excavation is prior to monsoon and all loose material is lifted to earmarked site so that there are no

113 chances of soil flowing along with run-off and clogging the storm system. Further during the construction, all materials will be stored as aggregates, sand and bricks in proper earmarked stacks. The material like cement or any materials that can lead to generation of leachate are being stored under sheds 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 Reply: Proper storm water drainage system as per guidelines of Town and Country Planning shall be laid down. For details on storm water management, refer Conceptual Plan Will the deployment of construction labourers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation). Reply: No. At the time of Peak Construction 100 workers are being employed. A temporary common toilet and bathroom facility are provided for this workforce. The temporary housing for this workforce is within the project and no hutments shall be allowed outside. The workforce is also provided with kerosene to use stoves for cooking 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) Reply: About 11,374 KLD of sewage shall be generated after full occupancy that shall be sent to existing STP of 100, 100 & 10 KLD capacity within the project site and proposed STPs of 3.7 & 7.6 MLD capacity where it shall be treated to BOD < 5 mg/l. The water being discharged will be tertiary treated and shall not add to any pollutant load Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use Reply: Dual plumbing system is being provided for recycling of treated wastewater for flushing & horticulture. 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) Reply: No ecologically sensitive area falls within the project site. Hence, no ecological/ biological threat has been anticipated. 3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) Reply: No.

114 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 Reply: Green belt will be developed along the periphery of the project premises along with the internal parks and lawns. Total green area measures acres. 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. Reply: No. 4.2 Any direct or indirect impacts on the avifauna of the area? Provide details. Reply: No 4.3 Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna Reply: Not Applicable 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) Reply: No. The project does not have any permanent operating source of fossil fuel burning as Boiler or Furnace as project being a township Project. The generators to be provided shall only act as standby and shall comply by standards as laid down in MoEF Notifications GSR 371 E and GSR 520 E for compliance at manufacturing stage for noise and emission levels. 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. Reply: There shall not be generation of hazardous gases or odorous fumes. The dust generation during the construction activity is being controlled by water sprinkling. Also, vehicles having Pollution under Control (PUC) certificates are allowed to enter the project. 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. Reply: Individual plot owners will be responsible for the provision of parking within their plot itself. While, for the commercial areas, parking requirement has been calculated. Based on the requirement, adequate Parking has been proposed for commercial and Group Housing areas. The project has an adequate space for

115 parking i.e. Group Housing 1 =1305 ECS; Group Housing 2 = 625 ECS & Commercial = 1061 ECS. For details, refer Conceptual Plan. 5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category. Reply: Internal roads of adequate width, footpaths/pedestrian pathways are being developed within the project. 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. Reply: No. Green Belt shall be provided to mitigate noise pollution from road traffic. No construction at night shall be there. 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. Reply: See Clause-6 of Section-II of Form-I. 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? Reply: No 6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? Reply: No 6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. Reply: The project strictly follows the Area Building Regulation of NBC. All norms on Ground Coverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural Design and other parameters have been strictly adhered. 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. Reply: No 7. SOCIO-ECONOMIC ASPECTS 7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details. Reply: Total estimated population of the project will be 77,629 Persons after full occupancy. No significant impact shall be there on demographic structure. 7.2 Give details of the existing social infrastructure around the proposed project. Reply: The area around the project is surrounded by local land area, Villages (Saneta,

116 Raipur Kalan, etc.). Areas occupied by colleges (Chandigarh Group of Colleges); Hospitals etc. and places of worship including the good infrastructure facilities. 7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? Reply: No 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). Reply: The construction involves the use of concrete and brick using PPC cement, which is fly ash based. All interior partitions are made on half brick wall to save quantum of bricks and to reduce structural load and thus, less consumption of steel. The wood is replaced with MDF wherever possible. In concrete work, admixtures are being used to reduce water cement ratio, which saves both cement and water. 8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? Reply: Dust may be generated during activities as excavation of foundation; the foundation is excavated in minimum time. The vehicles which carry construction materials such as sand are made covered from top and made wet before movement and thus no dust is generated. 8.3 Are recycled materials used in roads and structures? State the extent of savings achieved? Reply: The construction debris is used in building the road and floors. 8.4 Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project Reply: See Clause 4.2 of Section-II of Form-I. 9. ENERGY CONSERVATION 9.1 Give details of the power requirements, source of supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption? Reply: Total power load after expansion will be 65,106 KVA which is being provided by Punjab State Power Corporation Ltd. The total 13 DG Sets of 11,330 total

117 capacity (i.e ) will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. Use of LEDs is proposed in all common areas and the residents shall be educated about the huge savings in their electricity bills if they use the LED. It is also proposed to use solar panels for solar hot water generation. 9.2 What type of, and capacity of, power back-up to you plan to provide? Reply: The total 13 DG Sets of 11,330 total capacity (i.e ) will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. See 9.1, Form IA. 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 Reply: The structure does not have glass façade. The use of glass is only there in windows and has been selected with a low U value to reduce the solar heat gain. 9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. Reply: Solar Panels and solar street lights are being provided within the site and details of energy conservation will be provided with EIA report. 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. Reply: Layout of buildings has been done as per the sun path analysis so that the design cuts off direct radiations of critical hours which are specific to the orientation. 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? Reply: Big balconies, shades over windows are proposed. 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. Reply: Transformers of 85% efficiency will be used. Energy Conservation details will be provided with EIA report. 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? Reply: The project will be developed with lush green. The green belt plan shall ensure

118 that trees and shrubs of different varieties & sizes are planted. This will cut off any local heat island generation or inversion effects and provides dilution effect. 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. Reply: The thermal characteristic of building envelop considered for the project are: Roof: will have 4'' thick brick bat coba. U Value: watts/sq.mtr. ºC. External walls: Double brick wall with air gap between them U value 0.28 BTU/Hr sftºf or 0.49 W/sq.mtr ºC. Windows: U value 0.17 BTU/Hr sftºf or 0.30 W/sq.mtrºC What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans. Reply: A fire Extinguishing system as per the requirements of National Building Code is being provided If you are using glass as wall material provides details and specifications including emissivity and thermal characteristics. Reply: Double glazed low emissivity glass U-Value = 1.6 W / Sq. Mtr. K SHGC = 0.57 External Shading designed to reduce SHGC to 0.25 Light transmittance = 75 % 9.12 What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration Reply: The commercial project within the township will be centrally air conditioned. While, no centrally air conditioned is proposed in residential building and hence, there will be provision for ample natural ventilation To what extent, the non-conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used. Reply: Solar street lighting, LED, natural light and ventilation will be used to minimize energy consumption. 10. Environment Management Plan Reply: The Environment Management Plan consists of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It includes the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire.

119 CONCEPTUAL PLAN INTRODUCTION Emaar is one of the leading real estate companies, having developed many residential, commercial projects and other business segments in India and abroad. M/s. Emaar MGF Land Limited is developing an Integrated Township namely Mohali Hills at Sectors 98, 99, 105, 106, 108, 109 and 110, SAS Nagar, Mohali, Punjab. M/s. Emaar MGF Land Ltd. had entered into an agreement with Department of Housing & Urban Development, Govt. of Punjab for developing a project with Special Education & Wellness Zone in Sector of SAS Nagar, Mohali on As per the agreement, a total of 2000 acres of area is to be developed in phased manner in Sectors-85 to 114. However, out of this total of 2000 acres, the Environmental Clearance has been accorded by MoEF, GoI vide Letter No /2007-IA.III dated 18 th June, 2008 for developing acres (or hectares) of area. Copy of earlier EC is enclosed as Annexure 1(a). Subsequently during the sector demarcation procedure, project area initially envisioned to be Sector-98, 105, 108 & 109 covering acres (or hectares) of area for which EC has been obtained, has instead been marked in Sector-98, 99, 104, 105, 106, 108, 109 & 110. It is clarified by Northern Regional Office, MoEF Chandigarh vide Letter No /2008-RO (NZ) dated that the geographical features of these are identical, as only the nomenclature of sectors have changed. Copy of MoEF letter is enclosed as Annexure 1(b). Out of this total acres (or hectares) of area, initially development was planned for acres as mentioned in MoEF letter. Accordingly, development work was started on site but due to recession in market and financial crisis, project could not be completed and construction work was stopped at site. Now, planning has been finalized for acres (or hectares) for which layout has been approved by Chief Town Planner, Chandigarh. Approved Layout Plan is enclosed as Annexure 9. Also, validity of Environmental Clearance has been expired; thus, fresh application has been filed for Environmental Clearance for acres (or hectares) of land. Comparison of the details between EC Accorded and Fresh Application is mentioned below in Table 1.

120 Table 1: Comparison of details of EC Accorded & fresh application SI. No. Description EC Accorded Fresh Application 1. Total Plot Area acres (or hectares) 2. Built-up Area 3. Total Requirement Water GH = 2,97,000 sq.m. Apartments = 3,507 + EWS 2766 units; Institutional = 1,81,619 sq.m. + Residential Plots = 3, acres (or hectares) 8,61, sq.m. 10, KLD 13,744 KLD 4. Fresh water Demand 7740 KLD 10,584 KLD 5. STP capacity 2 STPs of 10,600 KLD capacity (STP KLD at Sector- 105 & STP KLD at Sector-109 At present: 3 STPs of 100, 100 & 10 KLD 6. Parking provision 49,289 ECS Existing STPs of KLD + proposed STP of 3.7 & 7.6 MLD capacity GH1 = 1305 ECS; GH2 = 625 ECS & Comm. = 1061 ECS apart from individual plots 7. Power Load 22,07,611 KW 65,106 KVA 8. Project Cost Rs. 5,000 Crores Rs. 2, Crores SITE LOCATION & SURROUNDINGS M/s Emaar MGF Land Limited is developing an Integrated Township namely Mohali Hills. The center co-ordinates of project site are 30 39'35''N and 76 40'37''E. Toposheet showing location of the project site is enclosed with the application. Google Earth Image of the project is attached as.kml file. CONNECTIVITY The site is adjacent to the Kharar-Banur Highway. The nearest railway stations are S.A.S Nagar Railway Station and Kharar Railway Station which are at a distance of 6 km (NE) and 8 km (NW) respectively. The nearest airport is Mohali International Airport which is at a distance of 10 km in NE direction.

121 Figure 1: Location Map showing project site PROJECT COST The project cost including land and development cost will be Rs. 21, Million or Rs. 2, Crores.

122 AREA STATEMENT The total site area of the project is 2,530, sq.m. (or acres). The detailed area statement is provided below in Table 2(a): Table 2(a): Area Statement SI. Area Area Area Description No. (in Sq.ft) (in Sq.m) (in Acres) 1. Total area of Scheme 27,240,246 2,530, Area under EWS 5%) 13,62, ,26, Area of Scheme after deduction of EWS (1-2) 2,58,78, ,04, Reserved Area 19,11, ,77, Area under Commercial and Mixed Land use 21,39, ,98, Net Planned Area ( ) 21,826, ,027, Total Residential Area 48.30%) 1,05,42, ,79, Area under Residential Plotted 97,62, ,06, Area under Residential Group Housing 7,80, , Area under Commercial 1.40%) 3,05, , Area Under Parks 7.21%) 18,65, ,73, Area under Facilities 7.27%) 18,81,792 1,74, Area under Roads 27.94%) 72,30,960 6,71,

123 Table 2(b): Sector wise Details Sector No. Scheme Area (in acres) Reserved Area (in acres) Area under Mixed landuse (in acres) (A) Developed area under mix land use (in acres) (B) Area under commercial & Mixed land use (in Acre) (A-B) Net Planned Area (in acres) Area under EWS (in acres) Area under Residential (in acres) Group Housing Residential Plotted Area under Commercial (in acres) Area under parks (in acres) Area under Facilities (in acres) Area under STP, ESS & water works (in acres) Total

124 SECTOR-98 S.NO. AREA (SQYD) PLOT NO. FAR (in sq.ft.) , , , , , , , TOTAL , SECTOR-104 S.NO. AREA (SQYD) PLOT NO. FAR (in sq.ft.) , , , , , , TOTAL , Table 2(c): Details of Residential Plots SECTOR-99 S.NO. AREA (SQYD) PLOT NO. FAR (in sq.ft.) , , , , , TOTAL , SECTOR-105 AREA PLOT FAR S.NO. (SQYD) NO. (in sq.ft.) , , , , , , , , , TOTAL , SECTOR-106 S.NO. AREA (SQYD) PLOT NO. FAR (in sq.ft.) , , , , TOTAL 77 25, SECTOR-108 AREA PLOT FAR S.NO. (SQYD) NO. (in sq.ft.) , , , , , , , , , , TOTAL , Total FAR of Residential Plots = 3,76, sq.ft. or 34, sq.m. SECTOR-109 S.NO. AREA (SQYD) PLOT NO. FAR (in sq.ft.) , , , , , , , , , , , , , , TOTAL ,01,

125 Table 2(d): Details of Group Housing Sector-105 (14.08 acres) S.NO. Description Area (in sq.m.) 1. Net site for Group Housing 56, sq.m. (or acres) 2. Permissible FAR 2) 1,13, Proposed FAR 1.15) 64, Permissible Ground coverage 40%) 22, Proposed Ground coverage 11.26%) 6, Basement Area 34, Built-up Area 99, Green Area 30.92%) 17, Table 2(e): Details of Commercial Building Sector-109 (3.84 acres) S.NO. Description Area (in sq.m.) 1. Plot area for Group Housing 15, Permissible FAR 2) 31, Proposed FAR 2) 31, Permissible Ground coverage 40%) 6, Proposed Ground coverage 20%) 3, Basement Area 10, Built-up Area 41, Sector-105 (6.18 acres) S.NO. Description Area (in sq.m.) 1. Plot area for Commercial 25, sq.m. (or 6.18 acres) 2. Permissible FAR 2) 50, Proposed FAR 1.73) 43, Permissible Ground coverage 40%) 10, Proposed Ground coverage 38.36%) 9, Basement Area (2 Nos.) 36, Built-up Area 80, Table 2(f): Built-up Area Calculations S.NO. Description Area (in sq.m.) 1. Residential Plots 34, Group Housing (2 Nos.) 99, , = 1,41, Commercial 80, EWS (considering FAR as 2) 2,53, Area under Facilities 1,74, Reserved Area 1,77, Total Built-up Area 8,61,

126 Table 3: Population Calculations Sector No. No. of Residential Plots Population under 15 persons per plot Area under Group Housing (in acres) Population under Group 75 flats per acre; 5 persons per flat Area under EWS (in acres) Population 75 flats per acre; 5 persons per flat , Population of High school & Primary School P.S. H.S. Area under commercial (in acres) Area under Facilities excluding schools (in acres) Total Area under Commercial & Facilities (in acres) Population under Commercial & Facilities excluding 100 persons per acre Area Under Reserved/ Future expansion Population under Reserved/Future 100 persons per acre , , (6nos.) (2nos.) , , , , , , (2nos.) 500 (4nos.) 500 (2nos.) 1000 (1no.) 1000 (1no.) ,745 6,653 11,727 2,000 3,000 2,115 4,389 Total Estimated Population = 77,629 Persons

127 WATER REQUIREMENT & WASTEWATER GENERATION During operation phase, water supply will be provided from borewells (13 Nos.); out of which 3 are operational. The total water requirement will be 13,744 KLD out of which fresh water demand will be 10,584 KLD after full occupancy. 11,374 KLD of sewage will be generated from the project after full occupancy which will be treated in existing 3 STPs of 100, 100 & 10 KLD capacity and proposed 3.7 & 7.5 MLD capacity. Existing STPs are based on MBBR Technology. Sectors-98, 99, 104, 105 & 106 has combined waterworks and plumbing lines i.e. fresh, sewer & treated water lines. Thus, common STP is being provided for the treatment of wastewater generated from these sectors. 100 KLD STP already exists at site. While, for Sector 108, 109 & 110, combined water works and common STP is proposed. 100 & 10 KLD STP already exists at site. The detail breakup of water requirement and wastewater generated for all the sectors are given below in Table 4(a). While, detailed water demand calculations are given below in Table 4(b) & 4(c). Water Balance diagrams for Sectors 98, 99, 104, 105 & 106 and Sectors 108, 109 & 110 for different seasons are shown below in Figure 2(a), 2(b) & 2(c) and Figure 3(a), 3(b) & 3(c) respectively. Description Table 4(a): Brief of water demand & wastewater generation Sectors 98, 99, 104, 105 & 106 Sectors 108, 109 & 110 Total Total Water Demand 4,558 KLD 9,186 KLD 13,744 KLD Fresh water 3,500 KLD 7,084 KLD 10,584 KLD Wastewater Generated 3,755 KLD 7,619 KLD 11,374 KLD STP Capacity Existing STP of 100 KLD + proposed STP of 3.7 MLD capacity Solid Waste Generated Existing STPs of KLD + proposed STP of 7.6 MLD capacity Existing STPs of KLD + proposed STP of 3.7 & 7.6 MLD capacity 9,725 kg/day 19,025 kg/day 28,750 kg/day

128 Table 4(b): Water Demand & Wastewater Generation Details for Sectors- 98, 99, 104, 105 & 106 Description Total Population Water norms Water requirement (KLD) Flushing norms Flushing demand (KLD) Plots 200 lpcd 45 lpcd 675 Group Housing & EWS 200 lpcd 45 lpcd 294 Schools 45 lpcd 16 lpcd 24 Commercial & Facilities Reserved Future Expansion 45 lpcd 16 lpcd lpcd 16 lpcd 46 Total 27,091 4,558 1,058 Flow to sewer (@ 80%) Treated Sewage (@ 98%) Green area water req. 76, sq.m. (or acres) 3,646 KLD 3,573 KLD Summer (@ 5.5 lt./m 2 /day) 419 KLD Winter (@ 1.8 lt./m 2 /day) 137 KLD Monsoon (@ 0.5 lt./m 2 /day) 38 KLD

129 Figure 2(a): Water Balance Diagram for Sectors- 98, 99, 104, 105 & 106 (Summer Season) Domestic Demand 4,558 KLD 80% Sewage load 3,646 KLD (Treated in existing STP of 100 KLD + proposed STP of 3.7 MLD capacity) 98% Treated water 3,573 KLD Borewells Fresh water 3,500 KLD Flushing 1,058 KLD 1058 KLD Horticulture Demand-an area of 76, sq.m.is available with demand of 5.5 lt./m 2 /day (419 KLD) 419 KLD Fresh water Wastewater Treated water The remaining treated wastewater will be discharged to GMADA sewer. 2,096 KLD

130 Figure 2(b): Water Balance Diagram for Sectors- 98, 99, 104, 105 & 106 (Winter Season) Domestic Demand 4,558 KLD 80% Sewage load 3,646 KLD (Treated in existing STP of 100 KLD + proposed STP of 3.7 MLD capacity) 98% Treated water 3,573 KLD Borewells Fresh water 3,500 KLD Flushing 1,058 KLD 1058 KLD Horticulture Demand-an area of 76, sq.m.is available with demand of 1.8 lt./m 2 /day (137 KLD) 137 KLD Fresh water Wastewater Treated water The remaining treated wastewater will be discharged to GMADA sewer. 2,378 KLD

131 Figure 2(c): Water Balance Diagram for Sectors- 98, 99, 104, 105 & 106 (Monsoon Season) Domestic Demand 4,558 KLD 80% Sewage load 3, = 3,755 KLD (Treated in existing STP of 100 KLD + proposed STP of 3.7 MLD capacity) 98% Treated water 3,680 KLD Borewells Fresh water 3,500 KLD Flushing 1,058 KLD 1058 KLD Horticulture Demand-an area of 76, sq.m.is available with demand of 0.5 lt./m 2 /day (38 KLD) 38 KLD Fresh water Wastewater Treated water The remaining treated wastewater will be discharged to GMADA sewer. 2,584 KLD * Note: Infiltration rate = 109 KLD {547 manholes 200 lt./manholes/day}

132 Table 4(c): Water Demand & Wastewater Generation Details for Sectors-108,109&110 Description Total Populatio n Water norms Total Water requirement (KLD) Flushing norms Flushing demand (KLD) Plots 200 lpcd 45 lpcd 1,474 Group Housing & EWS 200 lpcd 45 lpcd 533 Schools 45 lpcd 16 lpcd 56 Commercial & Facilities Reserved Future Expansion 45 lpcd 16 lpcd lpcd 16 lpcd 24 Total 9,186 2,102 Flow to sewer (@ 80%) Treated Sewage (@ 98%) Green area water req. 97, sq.m. (or acres) 7,349 KLD 7,202 KLD Summer (@ 5.5 lt./m 2 /day) 535 KLD Winter (@ 1.8 lt./m 2 /day) 175 KLD Monsoon (@ 0.5 lt./m 2 /day) 49 KLD

133 Figure 3(a): Water Balance Diagram for Sector Sectors-108, 109 & 110 (Summer Season) Domestic Demand 9,186 KLD 80% Sewage load 7,349 KLD (Treated in existing STPs of KLD + proposed STP of 7.6 MLD capacity) 98% Treated water 7,202 KLD Borewells Fresh water 7,084 KLD Flushing 2,102 KLD 2,102 KLD Horticulture Demand-an area of 97, sq.m.is available with demand of 5.5 lt./m 2 /day (535 KLD) 535 KLD Fresh water Wastewater Treated water The remaining treated wastewater will be discharged to GMADA sewer. 4,565 KLD

134 Figure 3(b): Water Balance Diagram for Sectors-108, 109 & 110 (Winter Season) Domestic Demand 9,186 KLD 80% Sewage load 7,349 KLD (Treated in existing STPs of KLD + proposed STP of 7.6 MLD capacity) 98% Treated water 7,202 KLD Borewells Fresh water 7,084 KLD Flushing 2,102 KLD 2,102 KLD Horticulture Demand-an area of 97, sq.m.is available with demand of 1.8 lt lt./m 2 /day (175 KLD) 175 KLD Fresh water Wastewater Treated water The remaining treated wastewater will be discharged to GMADA sewer. 4,925 KLD

135 Figure 3(c): Water Balance Diagram for Sectors-108, 109 &110 (Monsoon Season) Domestic Demand 9,186 KLD 80% Sewage load 7, =7,619 KLD (Treated in existing STPs of KLD + proposed STP of 7.6 MLD capacity) 98% Treated water 7,467 KLD Borewells Fresh water 7,084 KLD Flushing 2,102 KLD 2,102 KLD Horticulture Demand-an area of 97,205.49sq.m. is available with demand of 0.5 lt./m 2 /day (49 KLD) 49 KLD Fresh water Wastewater Treated water The remaining treated wastewater will be discharged to GMADA sewer KLD * Note: Infiltration rate = 270 KLD {1,350 manholes 200 lt./manholes/day}

136 RAIN WATER RECHARGING For Residential Plots having plot area of 400 sq.m or above; shall have roof top rain water harvesting system to recharge ground water as per the specific design. Individual plot owners will be responsible for provision of rain water recharging within their plot itself. While, for other areas rain water recharging will be done by the proponent. Calculations are as follows: Table 5(a): Calculations of Rain water Recharging Pits for Sectors- 98, 99, 104, 105 & 106 apart from plots S. No. Type of Surface Catchment Area (in m 2 ) (A) Run off Coeff. (C) Peak Hourly Rainfall Intensity (I) Discharge (Run off) (in m 3 /hr) 1. Green Area 76, Roof top Area 16, Paved Area 1,82, ,668 Total Run Off 9,463 m 3 /hr Taking 15 minutes retention time, total volume of run-off = 9,463 / 4 = 2,366 m 3 Considering size of Recharge Pit Diameter is 3.5 m and Depth is 4 m; Volume of single recharging pit = 38.5 m 3 Thus, 8 Recharge pits have been constructed and 3 rain water recharging pits are proposed in Sector-105. While, storm water of remaining sectors will be drained in GMADA storm line. Table 5(b): Calculations of Rain water Recharging for Sectors-108, 109 &110 apart from plots S. No. Type of Surface Catchment Area (in m 2 ) (A) Run off Coeff. (C) Peak Hourly Rainfall Intensity (I) Discharge (Run off) (in m 3 /hr) 1. Green Area 97, , Roof top Area 9, Paved Area 340, ,309 Total Run Off 15,993 m 3 /hr Taking 15 minutes retention time, total volume of run-off = 15,993 / 4 = 3, m 3