Environmental Clearance. 1. Total Plot area sqm sqm No change 2. Ground sqm sqm

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1 3.1 EXECUTIVE SUMMARY OF THE PROJECT Activities: The project will be Shopping Mall Mall of India which shall include: Shops Multiplex Restaurant Description & Details of Project: Project details are given in Table 3. S. No. Details As per Environmental Clearance Additional Details after Expansion Impact 1. Total Plot area sqm sqm No change 2. Ground sqm sqm Increase Coverage sqm 3. FAR 1,07, sqm sqm 1,19, Increase sqm 4. Non-FAR sqm sqm No Change 5. Basement Area 1,20,000 sqm sqm sqm Increase 6. Built-up area 2,27, sqm sqm sqm Increase 8. Green Area 9000 sqm sqm No change 9. No. of Basement 3 + LG LG No change 10. No. of floor G+3 - G+3 No change 11. Height of 30 m - 30 m No change Building 12. Total Power Load 13. No. of DG sets (Installed) 14. No. of Rainwater Harvesting pits 15. Parking Required 14 MVA - 14 MVA No change 9 x 2000 KVA & 2 x 1010 KVA 9 x 2000 KVA & 2 x 1010 KVA (already installed) 2141 ECS 255 ECS 2396 ECS Increase No change 16. Parking 3625 ECS ECS proposed 17. STP capacity 800 KLD KLD No Change

2 3.2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION Identification of the project & project proponent: The project is Expansion of Existing Shopping Mall Mall of India is proposed at Sector-18, Noida, Uttar Pradesh. The project is developed by M/s DLF Limited. The land has been allotted by New Okhla industrial development authority to M/S DLF Limited for the development of Shopping Mall. Earlier Environmental Clearance was granted by MoEF&CC vide letter no /2006.IA.III dated 15th July 2007 for the construction of Shopping Mall Mall of India for plot area 54, sqm and built-up area 81,394 sqm. Again, Environmental Clearance granted from SEIAA, UP for Expansion of Existing Shopping Mall vide letter no. 1546/Parya/SEAC/1447/2013/AD(H) dated 07/10/2013 for plot area 54, sqm and builtup area 2,27, sqm. Now, due to some additional details, built-up area will increase from 2,27, Sq. m. to 2,56,912 Sqm due to increase in FAR, Ground Coverage and Basement Area. Since the builtup is greater than 1,50,000 sqm hence, it falls under category 8 (b) of the EIA notification Brief Description of the Nature of the Project: The project shopping Mall of India offers commercial, shops and Multiplex etc. Earlier Environmental Clearance was granted by MoEF&CC vide letter no /2006.IA.III dated 15th July 2007 for the construction of Shopping Mall Town Square for plot area 54, sqm and built-up area 81,394 sqm. Again, Environmental Clearance granted from SEIAA, UP for Expansion of Existing Shopping Mall vide letter no. 1546/Parya/SEAC/1447/2013/AD(H) dated 07/10/2013 for plot area 54, sqm and built-up area 2,27, sqm. Now due to increase in the built-up area from sqm to sqm. Green area of 9000 sqm remains the same. Need for the Project & its importance to the country or the region: It will increase Infrastructure of the area. It will provide healthy, green & safe premises. It will provide a better work environment with amenities like Offices, commercial building, ATM, hotel, etc Demand & Supply Gap: In today s world, there is a strong need of systematic & sustainable living so as to save resources for future generations and to provide them a better place to live by providing them a healthy environment. The shopping Mall Mall of India have a systematic land use planning for commercial area, shopping Mall and multiplex will provide a better working & educational environment.

3 Sustainability in terms of Transport, Energy, Water & Waste is proposed in the project which will lead to a healthy present & future Import vs. Indigenous production: As this is a construction of shopping Mall so this section is not applicable Export Possibilities: As this is a construction of shopping Mall so this section is not applicable Domestic/Expert Markets: As this is a construction of shopping Mall so this section is not applicable Employment Generation (Direct & Indirect) due to the Project: The Expansion of proposed shopping Mall Mall of India is providing employment of around labourers during construction phase and employment to 800 personnel as staff and supporting staff during operation phase. Staff will be required for shops, multiplex and Restaurants and other staff for miscellaneous purposes. 3.3 PROJECT DESCRIPTION Type of Project including interlinked & interdependent Projects, if any: This project is a construction project which comes under category 8 (b) of EIA Notification, 2006 and it is not an interlinked project Location (with coordinates): Latitude Longitude Elevation 28 34'04.56"N 77 19'15.83"E 200 m Map showing project site layout:

4 The connectivity to the site is given in Table 5: Table 1: Connectivity to the Site S.No. Accessibility Description Distance & Direction 1. Highway/ Road Greater Noida Expressway 0.65 Km, West 2. Railway Station Okhla Railway Station 5.50 Km, NWW 3. Airport Safdarjung Airport 10.81, WNW Topographical Map

5 3.3.7 Selection of Site: Details of alternate sites considered: It is expansion of existing Mall; hence no alternate or interlinked site is being considered in this project Basis for site selection and the environmental considerations: The land has been allotted by New Okhla Industrial Development Authority for the development of Shopping Mall at Sector-18, Noida, Uttar Pradesh. The surrounded area is moderately developed area. Area is well connected by road network and has power supply with all necessary amenities Size or Magnitude of Operation: After expansion, the total plot area of the project will remain same ( sq m) & the total built-up area will be sqm Details of raw material required: Raw materials source and Quantity: Raw materials S. No. Name Source Quantity 1 Aggregate-brick, over burnt, Near By shop/ area As per requirement stone, stone chipping. 2 Bitumen- Felt fibre base, hot sealing compound and coal tar Near By shop/ area As per requirement 3 Cement, bricks, brushes, lime, caustic soda Near By shop/ area As per requirement 4 G.I Pipes, back nuts, bend 90 Near By shop/ area As per requirement degrees, crosses, elbows, plugs, sockets, tees, unions. 5 Water coupling and closets Near By shop/ area As per requirement 6 UPVC single equal tee and double equal tee. Near By shop/ area As per requirement 7 Sand cast iron and accessories Near By shop/ area As per requirement Marketing area of final products: As this is a construction of shopping Mall so this section is not applicable Mode of transport of raw materials and finished products: The raw materials during construction will be transported by trucks and trolleys. Ambulances, cars, two wheelers etc. will be used during operational phase.

6 Resource optimization and reuse and recycling in project resources: The concept of reduce, recycle and reuse will be taken into consideration at every step of this project. The excavated soil/ rock will be properly stacked within the site under tarpaulin cover and will be reused for backfilling purpose. The top soil shall be preserved separately and will be used for landscaping purpose and the excess excavated soil will be disposed off to approve Municipal Filling Ground. The treated water from STP will be reused in gardening and flushing purpose and same shall be followed in future. The quantification of the same is given later in Pre-Feasibility report. The municipal solid waste will be segregated and sent to organic waste converter. The Organic waste from complex can be used as manure for landscaping. The quantification of the same is given later in Pre-Feasibility report Management of Resources: Water source and quantity: The total quantity of water requirement during average load (weekday) will be 1603 KLD, out of which fresh water requirement will be 1097 KLD. The total quantity of water requirement during peak load (weekend) will be 1765 KLD, out of which fresh water requirement will be 1115 KLD. The water supply will be met by Municipal Supply (Noida Authority) Energy Source and requirement: The total power requirement will be 14 MVA which will be met by Paschimanchal Vidyut Vitran Nigam Ltd. DG sets of 9x 2000, 2x 1010 KVA will be used for power back-up in common area of the sites during emergency power failure. Proper stack height of 6 m above roof level are provided in existing and same will be proposed Waste Management: Amount of wastewater generated and STP capacity: The amount of waste water generated from shopping mall during average load (weekday) will be 533 KLD and during peak load (weekend) will be 754 KLD. The waste water generated shall be treated in in-house STP of total 800 KLD capacity Solid waste Management: Total solid waste generated during average load (weekday) will be 5250 kg/day and during peak load (weekend) will be 6870 kg/day, which will be properly managed and send to organic waste converter & approved vendors/recyclers. The hazardous waste in the form of used oil will be 146 litres/month which will be given to approved vender of CPCB and E-waste of 1-2 kg/month will be handled as per e-waste management handling rules.

7 Battery waste generated from inverters & UPS. It will be properly managed as per Batteries (Management and Handling) Rules Details of Solid Waste Management are given later in Pre-Feasibility Report Layout and Plans: The Layout Plan is attached in Enclosure - 5 The topographical Map is attached as Enclosure Site Analysis: Connectivity: Site Location: Sector-18, Noida, Uttar Pradesh Nearest railway station: Okhla Railway station Km, West Nearest airport: Safdargunj Airport km, NWW Nearest National Highway: Greater Noida Expressway 0.65 Km, West Land form, land use and land ownership: The Expansion of shopping Mall Mall of India is located at Sector-18, Noida, U.P. Land has been allotted by New Okhla Industrial Development Authority for setting up shopping Mall seeing viability of the project. Construction has been done as per Earlier Environmental Clearance granted Existing Land Use Pattern: Land use of core zone It is expansion of the existing project and plantation has already been done. Area where construction to be done has no vegetation Eco-sensitive areas with distance from project location: Water Bodies Yamuna River Hindan River Noida drain Sanjay Lake Forest Asola wild life sanctuary Jahapanah city Forest Okhala Bird Sanctuary Existing Infrastructure: Hospital Yatharth Wellness Center Neo Hospital Surbhi Hospital Chikitsa NMS Hospital Manas Hospital 0.89 km SWW 9.08 km E 3.86 km NEE 5.30 Km N 9.29 km SW 8.31 km SW 0.85 Km W 7.28 Km SW 4.79 km SEE 4.14 Km NEE 1.98 Km NEE 4.48 Km NEE

8 Post Office India Post Noida Post office India Post Office Places of worship Sanatana Dharma Mandir Sai Mandir Lotus Temple School Apeejay School Primary School Cambridge School Marigold Public School Delhi Public School Bank DCB Bank State Bank of Jaipur RBL Bank Indusland Band (ATM) 1.92 Km NNW 4.70 Km NWW 1.71 Km SE 1.46 Km NE 3.46 Km E 6.28 Km W 0.85 Km NW 1.72 Km NNW 0.93 Km NE 1.26 km NE 1.64 Km NEE 0.24 Km NE 0.33 Km NEE 0.40 Km E 0.26 Km SW Soil classification: Soil quality of the area is Silt Loam. Colour of the soil is Dark-brown Annual Wind rose WIND ROSE DIAGRAM ANNUAL ( ) Figure 0-1 Windrose diagram (annual average) Social Infrastructure available: Already provided in sec. no of pre-feasibility report.

9 3.5.2 Population projection: The project is a shopping mall hence, the population of weekdays and weekends are considered different for pollution load calculations. Weekdays (average load) Weekends (Peak load) Staff Visitors Total Land use Planning as per Environmental Clearance and proposed plan: As per earlier Environmental After Expansion clearance Land use Area (sq. m) Percentage (%) Area (sq. m) Percentage (%) Ground Coverage Green Area Road and open area Total Plot area Land Use as per Environmental Clearance 48.04, 48% 35.38, 35% 16.56, 17% Ground Coverage Green Area Road and open area

10 Land Use After Expansion 43.58, 44% 16.56, 16% 39.84, 40% Ground Coverage Green Area Road and open area Assessment of infrastructure Demand (Physical and social): As the physical infrastructure already exists in the area there is no need for development of new infrastructure. The expansion of Shopping Mall Mall of India in the project area will result in the increase in the social infrastructure as the population related to complex in form of staff, employees, visitors will increase. 3.6 Proposed Infrastructure: Industrial area: This is the development of Shopping Mall so there will not be any production in the project area Green development and Plantation Details: Green belt planning has already been done with ecological perspectives and this has helped in increasing the aesthetic effect of the environment. The trees maintain the regional ecological balance and conform to soil and hydrological conditions. Indigenous species would be preferred. Green belt/greenery has been developed along most of the periphery of the project area as well as along roads. Area under plantation/greenery after expansion remains same as in earlier case i.e sqm which has already been planted.

11 Species already planted: S. No Botanical Name Common Name Type of plant 1. Alstonia scholaris Devil tree Tree 2. Butia capitata Jelly palm Tree 3. Cycas revoluta Sago palm Tree 4. Calendula officinalis Marigold Ornamental Herbs 5. Dimorphotheca pluvialis Cape daisy Ornamental Herbs 6. Hibiscus rosa- sinensis China rose Ornamental Herbs 7. Pericallis X hybrid Cineraria Ornamental Herbs 8. Ficus benjamina Weeping fig Shrub 9. Plumeria rubra Frangipani Shrub Drinking Water Management: Source & Supply of Water: The total quantity of water requirement during average load (weekday) will be 1603 KLD, out of which fresh water requirement will be 1097 KLD. However, the total quantity of water requirement during peak load (weekend) will be 1765 KLD, out of which fresh water requirement will be 1115 KLD. The water supply will be met by Municipal Supply (Noida Authority). The amount of waste water generated from shopping mall during average load (weekday) will be 533 KLD and during peak load (weekend) will be 754 KLD. The waste water generated shall be treated in in-house STP of total 800 KLD capacity. The treated water generated during average load (weekday) will be 506 KLD and during peak load (weekend) will be 650 KLD which shall be completely utilized for flushing, Cooling, backwash and gardening purposes & no excess treated water shall be discharged in sewer. The detailed calculation of the water management during average load (weekday) is given below.

12 Water Management: WATER CALCULATION Factor in LPCD Population requirement in KLD DOMESTIC in KLD FLUSHING in KLD WASTE WATER in KLD Staff Visitor Total Waste water discharge Cooling 1014 NIL Gardening 20 NIL Backwash Total

13 3.6.4 Sewage system: The amount of waste water generated from shopping mall during average load (weekday) will be 533 KLD and during peak load (weekend) will be 754 KLD. The waste water generated shall be treated in in-house STP of total 800 KLD capacity. No excess treated water shall be discharged in sewer line. STP installed is based on SAFF Technology. SCHEME OF SEWAGE TREATMENT PLANT: The Sewage Treatment Plant of total capacity 800 KLD offered has some distinct advantages over conventional activated sludge processes. The scheme is proven, under a variety of operating conditions, and is highly flexible in operation. The characteristics of Raw sewage and the characteristics required for the treated water will be as given in Table below respectively. RAW SEWAGE CHARACTERISTICS ph BOD mg / l COD mg / l TSS mg / l Oil & Grease mg / l Upto 50 The Sewage Treatment Plant (STP) can give treated water, which can be reused for Flushing, Gardening, Cooling & Miscellaneous purposes. TREATED SEWAGE CHARACTERISTICS ph BOD mg / l <10 COD mg / l <60 TSS mg / l <10 Oil & Grease mg / l <10 STP is based on SAFF technology. TREATMENT PROCESS: The sewage from the existing collection sump shall be pumped (through the existing submersible pumps) to the inlet of Bar Screen Chamber & an Oil & Grease Trap where any extraneous / floating matter would get trapped. The sewage would then be collected in a Receiving Sump where the variations in flow and characteristics are dampened, which otherwise can lead to operational problems and moreover it allows a constant flow rate downstream. The waste water from equalization tank goes to primary settling tank (PST) for removal of suspended solids. After PST waste water goes to SAFF reactor where BOD/COD reduction is achieved. The oxygen is supplied through coarse air bubble diffusers.

14 The excess bio-solids formed in the biological process will be separated in the downstream secondary settling tank (SST). After SST water is treated with chlorine in chlorine contact tank for disinfections. The waste water is passed through MGF and a cylindrical tank fitted with granulated activated carbon called activated Carbon Filter for removal of suspended solids and odour. The treated water after carbon filter goes to storage tank for reuse. The biological sludge generated from the reactors, which is settled in the Plate Settler, will be drained to the Filter Press. Sludge Disposal The excess sludge produced by the aeration process would be highly mineralized and disposed off either in liquid form or cake form after thickening in the sludge thickener SCHEMATIC DIAGRAM OF STP: Blower Primary Tube Settler Primary Tube Settler Disposal Influent Sewage Lifting Pump Equalization Tank SAFF Reactor Clear Water Tank Sludge Disposal as Manure Filter feed Pump Sand Filter Activated Carbon Filter Backwash to Equalization Tank for Re treatment Rain water harvesting: The main source of ground water recharging in the study area is rainwater, which infiltrates into the ground through various lithological units present in the study area. 10 number of rainwater harvesting pits are proposed within the complex. 8 pits are already installed. 2 are proposed. The runoff from the rooftop and storm water shall go to the recharge pits. Scheme for ground water recharging The rainwater will be diverted from the rooftop using rain water pipes to the surface/underground drainage network. The rainwater is diverted into the de-silting tank to remove inorganic impurities and the outflow of the de-silting tank is taken into the recharge well.

15 De-silting tank The de-silting is used to remove silt and other floating impurities from rainwater. Desilting tank is like an ordinary container having provision for the inflow, outflow, and overflow. Apart from removing silt it holds the excess amount of water till it is soaked up by the recharge structure. The bottom of tank will have unpaved surface (layers of coarse sand) to allow standing water to percolate into soil. The rainwater collected in these de-silting chambers shall be utilized for horticulture. Recharge well The recharge well consists of percolation pits with 3.2 mm dia boreholes in the middle of the pits. UPVC pipe of 160 mm dia perforated will be lowered in the middle of the boreholes and the pit will be filled with gravel and pebbles in three layers of 400 mm each consisting of boulders, gravel and coarse sand. The mouth of the UPVC pipe shall be protected to avoid silt getting into it. The depth of the bore will depend on the soil condition/water strata. The schematic diagram is enclosed. It should be therefore concluded that there is no significant impact on surface water quality & hydrology of the area. The proposed rainwater-harvesting scheme will stabilize the groundwater table in the area. Rain Water Harvesting Calculation after Expansion: Soil Quality: Silt Loam Number of pits: 13 nos. (already installed) Annual rainfall: 723 mm Peak hourly rainfall: 60 mm/hr Porosity: 35% Size of each pits: Dia m, Height- 4.2 m The rainwater calculation for common & other areas RECHARGING STRUCTURE DIAGRAM: - Type of surface Catchment area in Sq m Run off coefficient Retention time for capacity of recharge tank (in minute) (peak hourly 60 mm/hr) Total Volume of Water available for rainwater harvesting (cum) peak Roof top area Green Area Road and Open Area Total 533

16 3.6.9 SOLID WASTE MANAGEMENT: Total solid waste generated during average load (weekday) will be 5250 kg/day which will be properly managed and send to organic waste converter & approved vendors/recyclers. During weekends, due to increase in population total municipal solid waste will be 7620 kg/day out of which biodegradable waste will be 5334 kg/day and recyclable waste will be 2286 kg/day. The solid waste categories and disposal method detail during average load (weekday) is shown is given in below: Municipal Waste Management Type of Waste Colour of Bins Category Disposal Method Total Waste (Kg/day) (Total) Organics Green Bio Degradable Authorized Vendor 3675 Recyclable Items Blue Recyclable Recycler 1575 Total Municipal Waste 5250 HAZARDOUS WASTE MANAGEMENT: Hazardous waste is a waste with properties that make it dangerous or potentially harmful to human health or the environment. The universe of hazardous wastes is large and diverse. Hazardous wastes can be liquids, solids, contained gases, or sludge. They can be the by-

17 products of manufacturing processes or simply discarded commercial products, like cleaning fluids or pesticides. All hazardous wastes are required to be treated and disposed off in the prescribed manner. The main objective is to promote safe management and use of hazardous substances including hazardous chemicals and hazardous wastes, in order to avoid damage to health and environment. Hazardous & E-Waste Management Type of Waste Colours of Bins Category Disposal Method Total Waste Used Oil Black with Label Hazardous Waste Waste shall be collected in leak proof containers at isolated place and then it will be given to approved vender of CPCB as per Hazardous Wastes (Management/ Handling/Transboundary Movement) Rules, lit/month E-waste Black with Label Hazardous Waste E-Waste (Management & Handling) Rules, Kg/month Battery waste will be generated from inverters & UPS, which shall be treated as per the Batteries (Management & Handling) Rule, POWER REQUIREMENT: SOURCE: The total electric load after expansion for the Mall will be 14 MVA which will be sourced through Paschimanchal Vidyut Vitran Nigam Ltd BACK-UP: In case of power failure, power backup will be provided through DG sets 9X2000 KVA and 2X1010 KVA with proper stack height & will be kept in acoustically enclosed room. 3.7 REHABILITATION AND RESETTLEMENT (R&R) PLAN: Details on Project Affected person: The development of this project will not cause or need rehabilitation of the people. 3.8 PROJECT SCHEDULE & COST ESTIMATION: Likely date of start of construction and date of completion: Construction shall be completed within months after getting environmental clearance.

18 3.9 ANALYSIS OF PROPOSAL: Social benefits to the local population: Exemption from duties on all imports for project development Exemption from excise / VAT on domestic sourcing of capital goods for project development No foreign ownership restrictions in developing zone infrastructure and no restrictions on repatriation Income tax holidays on business income Exemption from import duty, VAT and other Taxes 10% FDI allowed through the automatic route for all manufacturing activities Procedural ease and efficiency for speedy approvals, clearances and customs procedures and dispute resolution Simplification of procedures and self-certification in the labour acts Artificial Harbour and handling bulk containers made operational throughout the year.

19 Enclosure 4: Topographical Map

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21 Enclosure 5: Site Layout

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23 Enclosure 6: Land Papers

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