Application For Prior Environmental Clearance of Proposed IKEA Store

Transcription

1 Application For Prior Environmental Clearance of Proposed IKEA Store Submitted by: IKEA India Private Limited Environment Consultant: INDIA PRIVATE LIMITED NABET Accredited as per Certificate. NABET/EIA/1316/RA007 Building 10A, 4th Floor, DLF Cyber City, Gurgaon, NCR Form 1 as per EIA tification 2006 for Environmental Clearence December 2016

2 FORM 1 (I) S.. BASIC INFORMATION Item Details 1. Name of the projects/s 2. S.. in the schedule Establishment of IKEA Store at Thane-Belapur Road, Turbhe, Navi Mumbai, Maharashtra, India. S.. 8 (a): Building and Construction Projects with built-up area 20,000 m 2 and < 150,000 m 2 3. Proposed capacity / area / length / tonnage to handled / command area / lease area The total land area of site is 96,250 m 2. The built-up area of proposed store will be 92, 840 m New/Expansion/Modernization New Project 5. Existing Capacity/Area etc. t Applicable 6. Category of Project i.e. A or B B Category Does it attract the general condition If yes, please specify. Does it attract the specific condition If yes, please specify. Location Plot/Survey/Khasra. Village Tehsil District State Nearest railway station/airport along with distance in km Near Turbhe Railway Station, Turbhe, Navi Mumbai, Maharashtra, India. Plot no 15, 15a, 15b, 15c, MIDC Turbhe Panvel Raigarh Maharashtra Nearest Railway Station: Turbhe Railway Station 500 m Nearest Airport: Chhatrapati Shivaji International 1

3 Airport, Mumbai 15 km Nearest Town, city, District Headquarters along with distance in km Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (complete postal addresses with telephone nos. to be given) Nearest Town: Site is located within Navi Mumbai area. District Headquarters: Raigarh (approximately 50 km aerial distance). Navi Mumbai Municipal Corporation Plot. 1, Palm Beach Road, Sector 15, CBD Belapur, Navi Mumbai, Maharashtra T: Name of the applicant IKEA India Private Limited 14. Registered address Unit. 421, DLF Tower A, Jasola District Centre, New Delhi Address for correspondence : 15. Name Designation (Owner/Partner/CEO) Address Pin Code Telephone. Fax. Mr. Sunil Verma Construction Project Manager 15 th Floor, DLF Building no. 9A, DLF Cyber City, Sec 24, Gurgaon, Haryana sunil.verma@ikea.com Details of Alternative Sites examined, if any. Location of these sites should be shown on a toposheet. The land has been allotted to IKEA by Maharashtra Industrial Development Corporation (MIDC) for the development of their Retail furniture store at Navi Mumbai, India. Site has been finalized after detailed investigations of the site before any legal binding agreement or investments are done and before the design process starts. The Land Allotment letter is provided as Annex A. 2

4 17. Interlinked Projects such Interlinked projects exist. 18. Whether separate application of interlinked Project has been submitted t Applicable 19. If yes, date of submission t Applicable 20. If no, reason t Applicable Whether the proposal requires approval/clearance under: If yes details of the same and their status to be given. t Applicable 21. (a) The Forest Conservation Act, (b) The Wild Life Protection Act, 1972 (c) The C.R.Z. tification Act, 1991 Whether there is any Government Order/Policy relevant/relating to the Site The site is located in MIDC area, developed by MIDC, Government of Maharashtra Forest land involved (in hectares) Whether there is any litigation pending against this Project and/or land in which the Project is proposed to be set up (d) Name of the Court (e) Case. (f) Order/directions of the Court if any and its relevance with the proposed Project ne 3

5 (II) ACTIVITY 1. CONSTRUCTION, OPERATION OR DECOMMISSIONING OF THE PROJECT INVOLVING ACTIONS, WHICH WILL CAUSE PHYSICAL CHANGES IN THE LOCALITY (TOPOGRAPHY, LAND USE, CHANGES IN WATER BODIES, ETC.) S.. Information/Checklist / Details 1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan) Land-use of the Site The site is located in notified industrial area and is surrounded by active commercial and industrial developments in all directions. For proposed establishment, landuse of the site is changed from Industrial to Commercial i.e. Mercantile/Commercial use. Annex B provides the Minutes of Meeting of Minor Modification Committee for conversion of landuse. 1.2 Clearance of existing land, vegetation and buildings? Topography of Site The topography within the site varies from 15.6 m above mean sea level (msl) in the East to 6.3 m above msl in the West. The site has higher elevation outcrops along the eastern and south-eastern portion, while the elevation drops along the westerly descent. The slope of the site is steep in the eastern potion and gradually evens out towards the west. The site has a depression in the northeastern corner, which extends into the adjacent parcel of land (landfill) towards the east. As part of the project, site will be levelled. The site gradient plan is provided as Annex C. Clearing of Vegetation: The site has several open areas with vegetation including a determined green zone that has grown since site operational activities ceased in Many of these areas will need to be cleared prior to the construction of the commercial unit. A total of 288 trees were observed at project site during ecological survey. The details of existing trees are given in Annex D. During site development, 28 trees will be cut down after obtaining approval from authority. 115 nos. of trees will be transplanted on site, whereas remaining will be retained as such on site. 4

6 S.. Information/Checklist / Details As part of project, 960 trees will be planted onsite. Demolition of buildings: Proposed site was earlier an industrial site. Structures existing on site will be demolished for the purpose of this project. These structures include tanks, treatment plants, utility rooms, parking sheds, storage areas and administrative buildings. The layout plan showing existing structures is provided as Annex E. 1.3 Creation of new land uses? 1.4 Pre-construction investigations e.g. bore houses, soil testing? The land use of the project site will be change from industrial to commercial landuse. Geotechnical investigations were carried out through drilling and sampling in soil and rock using a rotary drilling rig. A total of twelve (12) bore holes were drilled at the site as part of geo-technical investigations carried out at the site. Results indicate the presence of four layer sub soil which has been noticed in the boreholes: Layer I: Backfill (concrete debris, murum)/ clay with gravel Layer II : Completely weathered disintegrated rock Layer III: Moderately weathered highly fractured amygdaloidal basalt Layer IV: Moderately to slightly weathered highly to moderately fractured amygdaloidal basalt Chemical tests conducted on soil samples collected from the bore holes indicate that the ph levels, content of Chloride and Sulphate are well within the limits as prescribed in IS: Construction works? The construction works for the proposed Project will involve site preparation and construction of IKEA store. The proposed Project will involve the construction of main building and supporting infrastructure. The Master Layout Plan of the proposed facility is provided in Annex F. 1.6 Demolition works? Proposed site was earlier an industrial site. Structures existing on site will be demolished for the purpose of this project. These structures include tanks, treatment plants, 5

7 S.. Information/Checklist / Details 1.7 Temporary sites used for construction works or housing of construction workers? 1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations utility rooms, parking sheds, storage areas and administrative buildings. The approximate quantities of demolition debris are given as below: Demolition debris: 5000 m 3 Demolition scrap: 100 MT Wooden scrap: 4 MT The demolition waste will be managed in accordance to Construction and Demolition Waste Management Rules, The layout plan showing existing structures is provided as Annex E. A campsite accommodation would be provided within the site for about 200 to 300 workers during the construction phase. The camp site will be provided with temporary structures which will be equipped with basic amenities including health and hygiene facilities for the construction workers. A Two Level Store building has been planned on the proposed site which will include the following: S. Components Built up Area Details (m 2 ) 1 Entrance Showroom IKEA Restaurant and Cafe Market Hall Self-service furniture area Ware house Goods receiving area Check out area/cash office Customer service area/ 2270 Merchandise Pick-up/ Home Delivery 10 Exit area/ IKEA Bistro/IKEA 1110 Swedish Food market 11 Office/ Co-worker areas Mechanical/ Technical/ Emergency Other Areas Parking Level I Parking Level II Daycare 400 Total 92,840 One Level of Parking on Ground Level & One Level of Parking on Basement is planned under the IKEA Store which will entail Cutting & Filling of Earth work. 6

8 S.. Information/Checklist / Details 1.9 Underground works including mining or tunneling? 1.10 Reclamation works? t Applicable Dredging? t Applicable Offshore structures? t Applicable Production and manufacturing processes? 1.14 Facilities for storage of goods or materials? 1.15 Facilities for treatment or disposal of solid waste or liquid effluents? Earthwork (Cut & Fill) is expected to be: Filling = 56, 720 Cu.M. Cutting = 1, 79, 090 Cu.M One Basement Level for Parking is planned under the IKEA Store. Besides this, utilities like Electrical Room, DG Room, Sump & STP, etc. will also be underground due to the natural contour of site. There is no production or manufacturing process involved in the project. Warehouse of 6,722 m 2 area is proposed in the project for storage of furniture. Diesel will be stored in diesel tank of 25 KL capacity. Solid Waste Construction Phase a) Construction debris About 750 tonnes of construction debris is expected to be generated during construction phase. Construction debris would mainly comprise of bricks, iron pipes, concrete rubble, stone, plastic etc. The construction debris will be managed in accordance to Construction and Demolition Waste Management Rules, The recyclable waste such as metal scrap, plastics will be sold out to vendors and remaining waste will be used to level low lying areas within the project site and in road road/pavement etc. construction within the site to the extent possible and remaining will be disposed to designated disposal site as approved by local authority. b) Packaging Waste The packaging waste (approximately 1-2 tonnes per month) will be sold to vendors. c) Municipal Solid Waste About 140 kg/day of municipal solid waste is likely to be generated from the Project site and labour camp. About 70% of the domestic waste is expected to be 7

9 S.. Information/Checklist / Details biodegradable waste from kitchen as food waste. Waste will be disposed to designated disposal site as approved by local authority. For hazardous waste refer to S.N Operation Phase a) Municipal Solid Waste The total municipal solid waste likely to be generated during operation phase is about tonne/day. The waste will be segregated into biodegradable and non - biodegradable waste. It is proposed to install a bio gas plant for biodegradable waste. n-biodegradable waste will be disposed through local municipal body. b) Packaging waste The packaging waste (approximately 3-4 tonnes per month) will be sold to vendors. c) E-waste E-waste (1 MT/month) comprising of used computers from office area, waste electronic material from process will be disposed off through authorized e-waste scrap vendors. For hazardous waste refer to S.N An authorized waste management agency will be hired for handling solid waste generated during operational phase. Emphasis will be laid on proper waster segregation into Biodegradable, n-biodegradable, recyclable and Inert wastes. Only the inert wastes will be dumped at the nearest landfill site and other forms of wastes will be reused/recycled. Liquid Waste Construction Phase Approximately 25 m 3 /day of sewage is expected to be generated during construction phase (by engaging 500 construction labour onsite) which will be disposed through septic tanks. The septic tanks will be emptied 8

10 S.. Information/Checklist / Details periodically through truck mounted tanker for offsite treatment and disposal by approved vendor Facilities for long term housing of operational workers? 1.17 New road, rail or sea traffic during construction or operation 1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc? 1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements? 1.20 New or diverted transmission lines or pipelines? Operation Phase One Sewage Treatment Plant (STP) of capacity 265 KLD has been proposed to treat 264 KLD of sewage during operation phase of the project. 239 KLD of the treated water approximately is utilized for flushing (79 KLD), landscape (89 KLD) and cooling unit (71 KLD). There is no housing facility proposed for operational workers. Internal road is planned to be constructed within the site for movement of material and personnel. A peripheral 6m wide internal road for emergency purpose will be provided. ne There will not be any requirement for the closure or diversion of existing transport routes for this Project. Maharashtra State Electricity Distribution Co, Ltd. (MSEDCL) will divert the existing electricity lines to new HT Panel location for proposed IKEA store. 2 no s of 22/0.433 KV, 2250 KVA Dry Type Transformers will be provided. One dedicated 22 kv HT cable shall be brought from the 22kV Metering panel located near site entrance via the HT isolator to 22 kv HT panel. 22 kv HT panel contains 3. Vacuum circuit breakers (VCB), 1. as incoming & 2. as outgoing to feed two 22/0.433 kv Distribution transformers. The location of the 22 kv HT panel is proposed to be at the Parking Level 1, within a short distance of the 22/0.433 kv distribution transformer. Thereafter 9

11 S.. Information/Checklist / Details distribution shall be facilitated at KV supply voltage Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers? Currently, the Project site has three storm water drainage channels running through the northern and southern boundary of the site. During project development, existing hume piped drain of 900 mm diameter (catering landfill site storm water in north) and nallah (catering storm water from adjacent residential area in south) will not be disturbed and retained as such. The drainage plan of other areas will be redefined. The proposed development would involve a proper storm water drainage network for rain water harvesting for storage of rain water Stream crossings? As above Abstraction or transfers of water from ground or surface waters? 1.24 Changes in water bodies or the land surface affecting drainage or run-off? 1.25 Transport of personnel or materials for construction, operation or decommissioning? There will be no abstraction of ground water for the water requirements during construction and operation phases of the project. Water requirement during construction phase will be met through authorized water tankers. MIDC water supply will be utilized to cater water requirements during operation phase of the project. There will no change in drainage pattern of the surrounding land use. Transport of Personnel An average of 400 to 500 labours will be deputed per day during the construction phase, out of which labours will reside in a dedicated camp site and remaining labours will come from nearby areas. The local labours will be using existing transport infrastructure to commute to and from the site. Transport of Material for construction The construction schedule is programmed in phases, to be completed in 18 months. About truck movement per day is anticipated for about 3 months for transportation of earth works materials. 10

12 S.. Information/Checklist / Details 1.26 Long-term dismantling or decommissioning or restoration works? 1.27 Ongoing activity during decommissioning which could have an impact on the environment? 1.28 Influx of people to an area in either temporarily or permanently? An average of 10 trucks loads per day for about 18 months is estimated for the transportation of materials during construction period. t applicable Removal of demolition/civil debris and used/waste oil spills can have impact on land. The labour camp will also be decommissioned after completion of construction activities. Necessary mitigation measures as provided in the EMP will be taken up for the project. Construction Phase: During construction about labours will be employed out of which will stay at the campsite and remaining will commute from nearby local area. The peak labour is envisaged to be 500 during construction phase Introduction of alien species? Operational Phase: Being a furniture store, temporary influx of people in form of employees, staff and visitors are expected on daily basis. Employees and Staff (10% of total occupancy): 1035 Visitors: approximately Alien species will not be introduced to the facility. Landscaping and green zone management will ensure that local species are utilized Loss of native species or genetic diversity? The vegetation being cleared from the project-area comprises few numbers of native species of trees, shrubs, herbs and grasses. Most of the species involved are commonly occurring ones. As part of project, only 28 nos. of trees will be cut down and remaining will be transplanted/ retained on site. Thus, while there is likely to be a nominal loss of diversity within the species currently represented on the project-land, no major loss of species is expected. With the development of adequate planned landscape areas, the Project development will add to the greenery in the area. 11

13 S.. Information/Checklist / Details 1.31 Any other actions? t applicable 2. USE OF NATURAL RESOURCES FOR CONSTRUCTION OR OPERATION OF THE PROJECT (SUCH AS LAND, WATER, MATERIALS OR ENERGY, ESPECIALLY ANY RESOURCES WHICH ARE NON-RENEWABLE OR IN SHORT SUPPLY): S.. Information/checklist / Details thereof (with approximate quantities /rates, wherever possible) with source of information data 2.1 Land especially undeveloped or agricultural land (ha) 2.2 Water (expected source and competing users) unit: KLD The Project site is within a notified MIDC industrial area and there is no agricultural land in the vicinity. Construction Phase: Average fresh water requirement for the Project during construction phase is estimated to be 45 KLD. Besides this water requirement for concrete is estimated as KL for curing purposes for entire construction period. The water for the construction phase will be sourced through authorized water tankers. Operational Phase: The total water requirement for the proposed IKEA Store is estimated as 577 KLD. The main requirement for water will be for domestic purposes, flushing, cooling units and landscaping. About 42% of total water requirement will be met through recycled water. The water supply for the proposed IKEA Store will be supplied from MIDC water supply system. The breakup of water requirement is given below. Water Requirement Fresh Water (KLD) Recycled from STP (KLD) Domestic Flushing - 79 Cooling Units HVAC Cooling Units DG Landscaping - 89 Sub Total 338 (A) 239 (B) TOTAL (A+B) Minerals (MT) t applicable 12

14 S.. Information/checklist / Details thereof (with approximate quantities /rates, wherever possible) with source of information data 2.4 Construction material stone, aggregates, and / soil (expected source MT) 2.5 Forests and timber (source MT) yes Construction materials for the project will be obtained locally. The approximate quantity of required construction materials is: Cement cum Coarse Aggregate- 15,000 cum Sand-9000 cum Steel 9,500 Tonnes Sandwich Panel sqm Glass: 1400 sqm Steel will be primarily used for the construction of the facility. Small quantity of timber may be used for doors and will be obtained from authorized vendors with test certificates as per BIS specifications. 2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW) Being a furniture store, timber furniture will be stored in the ware house. There will be no manufacturing of furniture onsite. Construction Phase: During Construction phase, temporary connection of 100 KW will be taken from Maharashtra State Electricity Distribution Co, Ltd. (MSEDCL) to fulfil load demand. For Emergency purpose, Diesel Generator set of 125 kva capacity will be provided. Fuel requirement for 125 KVA Diesel Generator considering 100% load is about 30 liters per hour. Considering 4 hours of operations per day, total fuel requirement is calculated as 120 liters per day. Operation Phase: Below table summarizes different loads during operation phase: DESCRIPTION CONN. LOAD (KW) INDIVIDUAL MAX. DEMAND (KW) Electrical load Air Conditioning (80% DIV.) Plumbing Load (65% DIV.) Fire Fighting Elevators Escalators &

15 S.. Information/checklist / Details thereof (with approximate quantities /rates, wherever possible) with source of information data Travellator External Lighting GRAND TOTAL Maximum Demand Load after applying overall diversity of 80% is 3201 KW. Maharashtra State Electricity Distribution Co, Ltd (MSEDCL) will supply this load through its 22KV line. Total Maximum Demand Load on transformer with 0.95 power factor is 3369 KVA. Transformer capacity after applying 80% loading is 4212 KVA. Hence 2 no s of 22/0.433 KV, 2250 KVA Dry Type Transformers will be provided. One dedicated 22 kv HT cable shall be brought from the 22kV Metering panel located near site entrance via the HT isolator to 22 kv HT panel. 22 kv HT panel contains 3. Vacuum circuit breakers (VCB), 1. as incoming & 2. as outgoing to feed two 22/0.433 kv Distribution transformers. The location of the 22 kv HT panel is proposed to be at the Parking Level 1, within a short distance of the 22/0.433 kv distribution transformer. Thereafter distribution shall be facilitated at KV supply voltage. Diesel Generator: For Emergency purpose, four no s Diesel Generator set of 1250 kva capacity will be provided. Fuel required is calculated as KL High Speed Diesel for 6 days considering 4 operational hours on 100% loading. 2.7 Any other natural resources (use appropriate standard units) t applicable. 3. USE, STORAGE, TRANSPORT, HANDLING OR PRODUCTION OF SUBSTANCES OR MATERIALS, WHICH COULD BE HARMFUL TO HUMAN HEALTH OR THE 14

16 ENVIRONMENT OR RAISE CONCERNS ABOUT ACTUAL OR PERCEIVED RISKS TO HUMAN HEALTH. S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data 3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies) Construction Phase: The majority of construction materials to be used for the Project are expected to be non-hazardous. The types of hazardous materials and chemicals that will be used during the construction phase include adhesives, solvents and paints. Diesel: The construction phase will require a maximum of 100 litres/day of HSD for operation of 125 KVA Diesel Generator. About 100 litres of fuel will be stored at site in temporary container (one barrel of capacity of 220 litres); Construction chemicals: Adhesive, solvents, paints etc. Gelatine: Gelatine will be utilized for controlled blasting. There will be no storage of blasting chemicals onsite. Only required chemicals will be transported to the site and remaining of the un- used chemicals will be transported back to its designated storage site at the end of day during construction period. It will be the responsibility of the construction contractor to bring blasting chemicals onsite required for blasting. Storage of hazardous chemicals and explosives for day time requirements will be as per the PESO and MSIHC, 1989 requirements. Operational Phase: Diesel: High Speed Diesel required for Generators Diesel consumption for running all the Diesel Generators for about 4 hours per day for the proposed IKEA store will work out to be about 4.02 m 3 /day. About 20.2 m 3 of HSD will be stored at site in one storage tank of 25 m 3 capacity. The storage and secondary containment will be as per the norms and approval of Petroleum and Explosives Safety Organisation (erstwhile Chief Controller of Explosives), 15

17 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data 3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases) Nagpur. As per Manufacture, Storage and Import of Hazardous Chemicals, 1989, every container of a hazardous chemical shall be clearly labelled or marked to identify,- (a) the contents of the container, (b) the name and address of manufacturer or importer of the hazardous chemical; (c) The physical, chemical and toxicological data as per the criteria given at Part I of Schedule 1. Suitable drainage and waste management measures will be adopted during both the construction and operational phase, which will restrict stagnation or accumulation of waste. This will effectively restrict reproduction and growth of water borne vectors. 3.3 Affect the welfare of people e.g. by changing living conditions? Local people will be hired as a priority for unskilled and semi-skilled labour during the construction phase of the project. During operation phase, the commercial establishment will also promote local businesses by purchasing larger amounts of raw materials and creating tourism opportunities for local businesses by increasing the number of patrons that visit the Turbhe area. 3.4 Vulnerable groups of ne people who could be affected by the Project e.g. hospital patients, children, the elderly etc. 3.5 Any other causes t applicable 4. PRODUCTION OF SOLID WASTES DURING CONSTRUCTION OR OPERATION OR DECOMMISSIONING (MT/MONTH) S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data 4.1 Spoil, overburden or spoil, overburden or mine wastes will be generated. mine wastes 4.2 Municipal waste Refer Section 1, S.N

18 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data (domestic and or commercial wastes) 4.3 Hazardous wastes (as per Hazardous Waste Management Rules) Construction Phase Waste/ Used Oil: Approximately 0.8 m 3 of used/waste oil per annum will be generated during construction activities, which will be temporarily stored onsite in separate drums placed on impervious surface for final disposal through CPCB and MPCB approved recyclers. Waste containing residue of oil: Approximately 25 kg /month of rags/jute containing residues of oil and grease will be generated for disposal through vendors authorized by MPCB. Operational Phase Waste/ Used Oil: Approximately 3-4 m 3 of used/waste oil per annum will be generated during operation phase, which will be temporarily stored onsite in separate drums placed on impervious surface for final disposal through CPCB and MPCB approved recyclers. Waste containing residue of oil: Approximately 1 MT/annum of rags/jute containing residues of oil and grease will be generated for disposal through vendors authorized by MPCB. 4.4 Other industrial process wastes 4.5 Surplus product ne 4.6 Sewage sludge or other sludge from effluent treatment Hazardous Waste shall be collected in leak proof containers at isolated place and then it will be given to approve vendor of CPCB/MPCB as per Hazardous and other Wastes (Management and Transboundary Movement) Rules, 2016, as amended. ne 4.7 Construction or Demolition Waste: The expected sludge generation from STP is expected to be 0.5 tonnes/ day. The sewage sludge will be treated in filter press for formation of pressed compost cake which will be used as manure onsite. 17

19 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data demolition wastes The following demolition waste will be generated in the pre-construction phase of the project: Demolition debris: 5000 m 3 Demolition scrap: 100 MT Wooden scrap: 4 MT Demolition waste will be managed as per Construction and Demolition Waste Management Rules, Layout plan showing details of structures for demolition is provided as Annex E. Construction Waste: Approximately 750 Tonnes /day of construction debris will be generated during the construction phase (approximately 18 months). Construction debris will be managed as per Construction and Demolition Waste Management Rules, The debris will consist of bricks, iron pipes, concrete rubble, stone, plastic, metal scrap. Recyclable waste materials will be sold to vendors and remaining waste will be disposed through a collection center or authorized processing facility. 4.8 Redundant machinery or equipment Existing transformer will be relocated along with the panels. 4.9 Contaminated soils or other materials Soil along the north western section of the site (historical production areas and utility areas) is contaminated and a remedial action will be undertaken by IKEA prior to start of construction activities Agricultural wastes t applicable 4.11 Other solid wastes t applicable 5. RELEASE OF POLLUTANTS OR ANY HAZARDOUS, TOXIC OR NOXIOUS SUBSTANCES TO AIR (KG/HR) S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data 5.1 Emissions from combustion of fossil fuels from stationary or Construction Phase: There will be potential air emissions due to onsite construction activities such as: 18

20 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data mobile sources Fugitive dust emissions from digging, filling, material handling, transportation and use of construction machinery etc. Increase in traffic volume resulting in additional emissions from vehicles bringing construction material and labor onsite. Emissions from operation of diesel generators for construction purpose. Operational Phase The likely sources of air emissions will be: Operation of Diesel Generators in case of emergency back-up during failure of power supply. Emissions from the 4 DG Sets (each having 1250 KVA) will be emitted through stacks with an effective stack height as per Central Pollution Control Board (CPCB) norms. Vehicular movement in the area. Most of the gaseous emissions that will be generated during construction and operational phases will be as a result of combustion of diesel fuel in form of carbon monoxide (CO), although smaller quantities of other gases, such as oxides of nitrogen (NOx), sulphur dioxide (SO 2) and particulate matter will also be generated. Mitigation measures including optimized operation of diesel generators and adequate stack height will be provided for wider dispersion of emitted gas. All vehicles to be used for transportation of materials will be required to have valid Pollution Under Control (PUC) certificates. 5.2 Emissions from production processes 5.3 Emissions from materials handling including storage or transport - There will be potential impact on air quality due to material handling including storage and transport, the likely emissions include the following: Fugitive dust emissions from digging, filling, handling of material, transportation, use of 19

21 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data construction machinery etc. Increase in traffic volume resulting in additional vehicular emissions from vehicles. 5.4 Emissions from construction activities including plant and equipment The impact of emissions from vehicles hired for transportation of construction material shall be minimised by proper upkeep of maintenance of vehicles, using only PUC certified vehicles for material transportation, sprinkling of water on unpaved paths at the construction site and planned movement of such vehicles. During the construction phase, air emissions are predicted to arise from the handling of construction materials, from operation of construction machinery and vehicles and from the operation of DG sets. 5.5 Dust or odours from handling of materials including construction materials, sewage and waste Construction Phase: Fugitive dust will be generated from the material handling areas and the haul roads during the construction activities. Appropriate pollution control measures such as water sprinkling, protection/covering of raw material will be implemented to minimize dust generation. 5.6 Emissions from incineration of waste 5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris) 5.8 Emissions from any other sources Operational Phase: Odour from sewage treatment plant and Diesel storage in High Speed Diesel Tank. Maintenance of STP shall be done on regularly basis for its proper functioning and complete aerobic digestion of sewage. t applicable waste burning will be practiced in either the construction phase or operational phase of the Project. t applicable 20

22 6. GENERATION OF NOISE AND VIBRATION, AND EMISSIONS OF LIGHT AND HEAT: S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data with source of information data 6.1 From operation of equipment e.g. engines, ventilation plant, crushers It is anticipated that noise will be generated during Site preparation and construction activities from the operation of construction equipment and machinery (such as pile drivers, jack hammer, concrete vibrators etc.) The noise level anticipated from equipment used for construction work is tabulated below: Equipment Air Compressor 81 Compactor 82 Concrete Mixer 85 Concrete pump 82 Concrete vibrator 76 Jack Hammer 88 Paver 89 Pile diver Pump 76 Shovel 82 Mobile Crane 83 Roller 74 Typical ise levels db(a) (50 ft. from the source) (Source: Transit ise and Vibration Impact Assessment, Final Report, 1995 by US Department of Transportation.) The machinery used for construction will be of reputed make and will adhere to national standards, ensuring that such emissions are within stipulated limits. The proposed project is located in an industrial area with Shiv Shakti Nagar as the closest residential area located adjacent to the Southern boundary of the site. The construction activities will also occur intermittently and during daylight hours only to reduce noise-related impacts on the neighbourhood. 21

23 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data with source of information data 6.2 From industrial or similar processes 6.3 From construction or demolition During operation phase Potential noise emission will be mainly from 4 s. Diesel Generators of 1250KVA: db(a) Vehicular ise: 85 db(a) Emissions of heat will be due to combustion of fuel during Power generation and equipment of operation. ne Diesel Generators, 75 db(a) Heavy Duty Construction equipment: 75 to 95 db(a) Vehicular ise: 85 db(a) (at the edge from the centerline of the road) Appropriate necessary control measures will be adopted to minimize the emissions from different sources. 6.4 From blasting or piling Due to presence of rocky strata at shallow depth, the excavation will require controlled blasting. The noise expected from the controlled blasts will be minimal and will only last for a few seconds and lies within the range of 90 to db (A). 6.5 From construction or operational traffic Construction Phase: ise is anticipated due to movement of trucks, cranes, bulldozers, transport vehicles, cars and bikes. ise from traffic movements is expected during construction vehicles will be from db (A). Operational Phase: Increased vehicular traffic is anticipated because of the commercial establishment that has been proposed at the Turbhe Site. The site will have a parking capacity of 2360 four wheelers and 543 two-wheelers. Intermittently, trucks would be required for transportation of raw materials and furnished goods. Dedicated 38 loading parking will be provided in the project for vehicle loading the furnished goods. 22

24 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data with source of information data Vehicles used during construction and operational phase will be required to undergo regular maintenance and have valid PUC certificate. 6.6 From lighting or cooling systems Selected cooling tower shall be certified for test procedure as per CTI ATC 105 and CTI STD 201. The drift loss shall be minimized through eliminators and noise level is not anticipated to exceed 65 db (A) at 3m distance all around the cooling tower. 6.7 From any other sources t applicable 7. RISKS OF CONTAMINATION OF LAND OR WATER FROM RELEASES OF POLLUTANTS INTO THE GROUND OR INTO SEWERS, SURFACE WATERS, GROUNDWATER, COASTAL WATERS OR THE SEA: S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data 7.1 From handling, storage, use or spillage of hazardous materials Construction Phase: Contamination of soil layers can occur due to accidents, leaks/spills and negligence. Hazardous materials utilized during this phase include diesel, solvents and paints. The materials will be stored separately with proper containment and away from other construction and flammable materials. Operational Phase: Contamination of land or water can be caused from: Storage of High Speed Diesel for generators. Release of untreated pollutants in water environment. 25 KL bulk storage tank is required to store HSD at site. HSD Distribution model will include flow meters to record total fuel consumption. Provision of secondary containment, drip trays or other overflow and drip containment measures, for hazardous materials containers at connection points or other possible overflow points. Capacity of secondary containment structures will be 110 percent of the largest tank or 25% percent of the 23

25 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data 7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge) combined tank volumes in areas and will be made of impervious, chemically resistant material. Secondary containment design will also consider means to prevent contact between incompatible materials in the event of a release. Also, day tank of 990 litres capacity to be provided with each generator. To ensure automatic refilling of day oil tanks, level control should be provided. To prevent accidental overflow of HSD in plant room, overflow from day oil tanks should reach bulk storage tank through a gravity line. Entire installation and distribution shall be in accordance with guidelines by the Joint Chief Controller of Explosives, Navi Mumbai. Hazardous Waste like used/waste oil, oil containing rags shall be collected in leak proof container at isolated place and then it will be given to vender approved by CPCB/MPCB. Construction Phase During Construction Phase, a quantity of approximately m 3 /day of sewage is expected to be generated during construction phase (by engaging 500 construction peak labour onsite). Sewage will be disposed in a septic tank followed by a soak pit per IS: 2470 (Part I) Code Of Practice For Installation Of Septic Tanks 7.3 By deposition of pollutants emitted to air into the land or into water Operation Phase During operation phase a quantity of approximately about 264 m 3 of sewage will be generated from the proposed IKEA Store. This wastewater will be treated upto tertiary treatment in Sewage Treatment Plant (STP) of capacity of 265 KLD based on MBBR Technology (Moving Bed Bio Reactor Process). The treated water will be utilized for flushing purposes, cooling units and landscaping. Air emissions will largely come from dust, vehicular emissions and usage of diesel generator for emergency power. The Diesel Generator for both construction and operation phase shall be provided with adequate stack height as per CPCB, which will be sufficient to disperse 24

26 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data the pollutants effectively and will cause least deposition on land or water body. 7.4 From any other sources other sources of contamination have been identified. 7.5 Is there a risk of long term build-up of pollutants in the environment from these sources? Combustion of fuel from DG sets and discharge of untreated sewage can be seen as a risk for water and ground pollution. These risks can be effectively mitigated by taking measures like: Providing adequate stack heights for flue pipes of DG sets. Emission from DG sets as per CPCB emission norms. Treating sewage as per standards provided by Environment (Protection) Rules, 1986 Basement car park exhaust system equipped with CO (Carbon Monoxide) sensor so that exhaust fans are operated as per CO concentration levels in the basement parking areas. Skirting level ducting (if any) is avoided to maximize car parking spaces and damage to services by Vehicles; Jet fans will be provided for good air movement to ensure good environment and prevent build- up of exhaust emission from vehicles. Emergency Smoke control system is provided in the event of a fire. The sewage will be treated in STP and recycled in the project site. 8. RISK OF ACCIDENTS DURING CONSTRUCTION OR OPERATION OF THE PROJECT, WHICH COULD AFFECT HUMAN HEALTH OR THE ENVIRONMENT S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data 8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances There exists a risk of accidents both during construction and operation phases: During construction phase risks to construction labour are mainly related to fall hazards (by working at height), hot work and electrical jobs, storage of 25

27 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data flammable substances onsite, traffic movement, and other construction related activities. These risks will be minimised by following up mitigation measures including adequate firefighting arrangements as suggested in the EMP for the construction activities. Gelatine will be utilized for controlled blasting during construction phase. Documented routines for the purchasing, handling, use of chemicals and emergency response routines will be maintained onsite. All the usage and returns will be recorded. There will no storage of chemicals onsite. It will be the responsibility of the construction contractor to bring chemicals onsite required for blasting. A list of persons authorised by the site manager to access the Gelatine store and deny access to those who are not authorised is to be maintained. During operation phase risks are mainly related due to accidental fire from storage of fuel or other flammable substances, maintenance activities by working at height, movement of traffic. These risks are minimised by following up mitigation measures including development of adequate firefighting arrangements as suggested in the EMP. 8.2 From any other causes t applicable 8.3 Could the Project be affected by natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, cloudburst etc)? The Project site is located in: Zone III: Moderate Damage Risk Zone (MSK VII) as per Building Materials & Technology Promotion Council (BMTPC) Earthquake Hazard Map; Moderate Damage Risk Zone A (V b = 44 m/s) as per BMTPC Wind and Cyclone Hazard Map; Site is located at about 20 km aerial distance from main sea shore line of Arabian Sea. As per the draft report on Cyclone Hazard Prone Districts of India by Steering committee of NDMA, Raigarh District is categorized as moderate risk zone for cyclones. The District has observed only one cyclone in past having wind speed m/s. This cyclone was not categorized as severe 1 ; and ( 1 ) 26

28 S.. Information/Checklist / Details thereof (with approximate quantities/rates, wherever possible) with source of information data t liable to floods as per the BMTPC Flood Hazard Map. The project site is therefore at moderate risk from earthquakes, cyclones and heavy winds and is not liable to floods. The closest hilly region is located 1.7 km in the southeastern direction. The terrain between the hills and the project site is undulating and therefore the chances of the project site being affected by landslides are minimal. 9. FACTORS WHICH SHOULD BE CONSIDERED (SUCH AS CONSEQUENTIAL DEVELOPMENT) WHICH COULD LEAD TO ENVIRONMENTAL EFFECTS OR THE POTENTIAL FOR CUMULATIVE IMPACTS WITH OTHER EXISTING OR PLANNED ACTIVITIES IN THE LOCALITY S.. Information/Checklist 9.1 Lead to development of supporting utilities, ancillary development or development stimulated by the Project which could have impact on the environment e.g.: Supporting infrastructure (roads, power supply, waste or waste water treatment, etc.) Housing development Extractive industries Other 9.2 Lead to after-use of the Site, which could have an impact on the environment / Details thereof (with approximate quantities/rates, wherever possible) with source of information data The site forms a part of Industrial Zone as demarcated in Masterplan for Navi Mumbai. A sub-urban railway line & station already exists in front of the proposed IKEA Store to cater future traffic projections. The area development will have cumulative impacts on infrastructure and natural resources in the area in terms of high traffic on roads, water demand, power supply, waste generation and disposal system, air emissions during construction phase etc. The Proposed site has connectivity with existing sewerage and power lines located in eastern side of the proposed site. The project is likely to have staggered movement of traffic from visitors throughout the day time between 11 am to 8 pm and will not have significant impact on the infrastructure. Development of IKEA Store along with will have impact in terms of increased movement of vehicles and people, water demand, electricity supply in the area. The project likely to have staggered movement of traffic from visitors throughout the day between 11 am to 8 pm and will not have impact on the infrastructure. The proposed 27

29 9.3 Set a precedent for later developments 9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects development is in accordance with the Master Plan of the area and the anticipated impacts can be minimized by implementing necessary mitigation measures.. The project is already located in a well-developed urban area. Development of IKEA Store along with will have impact in terms of increased movement of vehicles and people, water demand, electricity supply in the area. The proposed development is in accordance with the Master Plan of the area and the anticipated impacts can be minimized by implementing necessary mitigation measures. (III) ENVIRONMENTAL SENSITIVITY S.. Areas Name/ Identity Aerial distance (within 15 km.) Proposed Project location boundary 1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value 2 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests 3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration 4 Inland, coastal, marine or underground waters Thane Creek is located at 3 km distance in West direction of the Project site. The western bank of this part of the Thane Creek is proposed as Thane Creek Flamingo Sanctuary by State Government. The proposed project site is located approximately 3 km east of the Thane Creek, which is considered an important bird area for over 205 species of birds including flamingos, eagles, stork and several small waders. As above. The closest major water body to the site is the Thane Creek located at 3 km distance in West direction of the 28

30 S.. Areas Name/ Identity Aerial distance (within 15 km.) Proposed Project location boundary Project site. 5 State, National ne boundaries 6 Routes or facilities ne used by the public for access to recreation or other tourist, pilgrim areas 7 Defense installations ne 8 Densely populated or built-up area The proposed site is located in a well-developed urban area. The nearest settlements (within 1 km) to the project site are Shivshakti Nagar, Turbhe village, Pawane village and the residential settlements located in Sector 19, 20, 21 and 22 of Turbhe D Ward. Overall, the settlements and localities mentioned above fall in Ward 56, 57, 66, 67, and 69 of Navi Mumbai Municipal Corporation. List of villages, localities and Wards within 15km radius of the project site is provided below: S.N. Name S.N. Name 1 Adai 43 Koyana Velhe 2 Ajivali 44 Kudave 3 Akurli 45 Kundevahal 4 Apte 46 Ladiwali 5 Barapada 47 Mahodar 6 Barwai 48 Maldunge 7 Belavali 49 Moho 8 Bhatan 50 Morbe 9 Bhingar 51 Nandgaon 10 Chikhale 52 Nere 11 Chinchavan 53 Nevali 12 Chindharan 54 Nhave 13 Chipale 55 Nitalas 14 Dapoli 56 Owe 15 Derawali 57 Palaspe 16 Devad 58 Pale Bk. 17 Devichapada 59 Pargaon 18 Dhansar 60 Pisarve 19 Dhodani 61 Poyanje 20 Dighati 62 Ritghar 21 Dolghar 63 Rohinjan 22 Dundre 64 Sai 23 Gavhan 65 Savale 24 Ghot 66 Shilottar Raichur 29

31 S.. Areas Name/ Identity Aerial distance (within 15 km.) Proposed Project location boundary 9 Areas occupied by sensitive man-made land uses (hospitals, schools, places of worship, community facilities) 25 Gulsunde 67 Shirdhon 26 Harigram 68 Shivkar 27 Jambhivali 69 Somtane 28 Kalhe 70 Taloje Majkur 29 Karade Kh. 71 Targhar 30 Karambeli Tarf Taloje 72 Turade 31 Karanjade 73 Turmale 32 Karavale Bk. 74 Ulawe 33 Karnala 75 Usarli Kh 34 Kasal Khand 76 Vakadi 35 Kelavane 77 Valap 36 Kevale 78 Vavanje 37 Kharkopar 79 Vaveghar 38 Kherane Kh. 80 Vichumbe 39 Kolkhe 81 Vihighar 40 Kon 82 Wahal 41 Kopar 83 Waje 42 Koproli 84 Wardoli As the project site is located within Navi Mumbai, there are several sensitive manmade land uses in the area. List of schools, hospitals and places of worship within 15km radius of the project site is provided below: Schools Hospitals Anjuman Islam High School Om Surgical Sahaara Turbhe Balwadi Kalpdeep Childrens Hospital School Anjuman-I-Islam Dr. A A Khan's Clinic ICL Monomy Primary School Shree Sai Siddhi Hospital Gyan Vikas Vidyalaya Dr. Rathods Multispeciality Dental Clinic And Implant Center Alhasnat Primary School NMMC Hospital Panchshil Public School Dr. Ghunekar Array Ayurvedic Hospital Navjeevan Vidyalaya Arambh Gyan Vikas Kendra Place of Worship Nav Jivan Hindi school Masjid-E-Munawwara Swa. Vimladevi Dagdulal Nav Durga Mata Mandir Surana Smarnarth Samta Hindi Vidyalaya NMMC Municipal School Shri Vitthal Rukmini Mandir S.R.English School Tulaja Bhavani Mandir Anjuman Zubeda Talib School Shiv Mandir ICLMonami High School Shantidoot Budhha Vihar ICL School Shri Sarmai Mata Mandir Aroma Kids Kingdom Masjid-E-Bilal 30

32 S.. Areas Name/ Identity Aerial distance (within 15 km.) Proposed Project location boundary 10 Areas containing important, high quality or scarce resources (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals) 11 Areas already subjected to pollution or environmental damage. (those where existing legal environmental standards are exceeded) 12 Areas susceptible to natural hazard which could cause the Project to present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions) Ganesh Vidya Mandir Mar. Sec Dakshin Mukhi Shree Hanuman School Mandir Vitthal Devalaya Mandir Shri Nelkanteshwar Shiv Mandir Hanuman Mandir Shree Hanuman Mandir Shia Imambargah, Vashi Shree Shitala Mata Mandir Aai Mata Mandir Shree Sitala Mata Mandir Shri Mari Aai Mata Mandir Shri Ram Mandir The proposed project site is not located near any scarce or high quality resources. major surface water bodies, forests, agricultural areas, fishing communities, mines or tourism areas area located within a 1 km radius of the site. Navi Mumbai Critically Polluted area (as declared by CPCB on basis of CEPI) is located at about 11 km aerial distance from project site. The Site area falls in Zone III classification of the Seismic Zone Map of India. Zone III is defined as a zone having moderate damage risk zone and exposed to earthquakes of intensity MSK VII (as defined by Building Materials & Technology Promotion Council). The IS Code assigns zone factor of 0.16 for Zone III. The site area falls under Moderate Damage Risk Zone A (V b = 44 m/s) as per BMTPC Wind and Cyclone Hazard Map. Site is located at about 20 km aerial distance from main sea shore line of Arabian Sea. As per the draft report on Cyclone Hazard Prone Districts of India by Steering committee of NDMA, 31

33 S.. Areas Name/ Identity Aerial distance (within 15 km.) Proposed Project location boundary Raigarh District is categorized as moderate risk zone for cyclones. The District has observed only one cyclone in past having wind speed m/s. This cyclone was not categorized as severe 1 ; Navi Mumbai gets annual average rainfall as mm. Out of this, nearly 75% is from South west Monsoon and rest of the rainfall from rth East monsoon. City gets maximum rain fall in June to September period. Due to its unique topography of many undulations, rain water flows to the low-lying areas rapidly resulting in inundation of many low lying areas very quickly. ( 1 ) 32

34

35 ANNEXURES- FORM 1

36 Annex A Land Lease Document

37 Tel: (022) / Maharashtra Industrial Development Corporation (A Government Of Maharashtra Un&rtakrng) REGIONAL OFFICE,MAHAPE MIDC Office Bldg. 3rd floor, Behind Lokmat Press, Thane-Belapur Road, Post:M.B.P., Mahape, NAVI MUMBAI By Regd. Post A.D..:MIDC/RO/MHPtrrC/15, 15A,15B & 15C/ 618 Date: Sub Read TTC INDUSTRIAL AREA Plot. 15, ISA, 15 15C Grant of consent for transfer l. Letters dated 29/03/2016 from M/S. Rallis India Ltd. 2. NOC dt. 18/02/2016 issued by Hon. Labour Commissioner, Govt. of Maharashtra. 3. Letter dt. 29/03/2016 from M/S. IKEA India Pvt.Ltd., the Transferee. 15A&15B/ This office letter.mldc/ro/mahapef1tc/15, dt.13/04/ Letter. ULCTWITC Thane'Transfer/2016/237 dt. 28/04/2016 From Addl.CoIIector & Competent Authority (ULC), Thane Nagari Sakulan, Thane towards exemption from Urban Land Ceiling Act. ORDER Lease dated the 21st day of January, Lessee: M/S. Rallis India Limited Transferee: M/S. IKEA India Pvt.Ltd. By a above noted Lease executed by the Maharashtra Industrial Development Corporation in favour of the Lessee/s the Corporation in consideration of the stipulations and conditions on the part of the Lessee(s) therein contained, granted in favour of the Lessee(s) a Lease of above plots of land bearing Plot. 15, 15A, 15B & 15C admeasuring together m2 and the building and erections erected thereon in the manner specified in the said Lease. The Lessee(s) in pursuance of sub-clause (t) of Clause 2 of the said Lease represented to the Corporation for grant to him/them/it of consent for transfer and assignment of his/their/its of his/their/its interest under or the benefit of the said Lease in favour of M/S IKEA India Pvt.Ltd. (hereinafter called "the transferee"). The Corporation has after due consideration of the said request of the Lessee/s decided to grant its consent to the transfer and assignments of his/their/its interest under the said lease in favour of the Transferee for undertaking change in use of the land from Industrial to Commercial i.e. 'Mercantile/Commercial use a retail establishment and store engaged in the primary business of retailing, selling, assembling & showcasing furniture and home furnishing, etc.', subject to the payment of Differential Premium, Additional Premium Charges and other conditions as under: Page 1 of 2

38 (a) The payment to the Corporation by the Lessee of the sum Thirty Four Lakh Ninety Eight (Rupees Thousand Fifteen Crore Six DIFFRENTIAL Hundered Only) PREMIUM as and which by is way of paid dated vide 29-APR D. R..HQC (b) The payment of (Rupees Two Hundred Sixty Sixty Eight Two Crore Thousand Eighty Two Five Lakh Hundred Only) as and by way of Additional conversion Premium charges of towards industrial plot into commercial plot and change in use of land from commercial industrial to which is paid vide D.R.. HQC dated 29-APR (c) The Lessee/s shall deliver at the Lessee's expense a copy of the Deed of Assignmento the Corporation as provided in sub-clause (u) of clause 2 of the said Lease within a period of 60 days from the date of Transfer Order and such copy oftheœgisteœd document shall be furnished in duplicate. (d) The consent is restricted to the transfer and assignment of the said Lease in favour of the transferee alone and in case the transferee proposes to make any further transfer or further assignment or parting wholly or partially with the possession of the plots of land or any part thereof the transferee/s will have to make a fresh application for consent and that request will be examined as per guidelines prevailing at that time. (e) The Transferee shall obtain and submit all other required permissions/noc from the concerned Govt. Departments & Authorities for their activities. (f) The Transferee shall start its activity within a period of three years from the date of transfer order and submit documentary evidence to the Corporation for the same. In case the Lessee wants to demolish the existing structure, they shall apply within a period of6 months to SPA and development period will be counted from the date of demolition order. (g) further request for transfer shall be entertained unless the Transferee start activity as as stated at (f) above. (h) This transfer order is issued subject to approval of Minor Modification Committee of the Corporation for change of use from industrial to commercial. To, M/S. Rallis India Limited, 156/157, Nariman Bhavan, 5 th floor, 227, Nariman Point, Mumbai Co with compliments to: s. IKEA India Pvt.Ltd., Unit.421, DLF Tower A, Jasola District Centre, New Delhi Area Manager MIDC, Mahape Copies submitted to :- 1. The Chief Accounts Officer, MIDC, Mumbai The General Manager (Legal), MIDC, Mumbai The Technical Advisor, MIDC, Mumbai The Executive Engineer, MIDC Divn..II, Mahape, Navi Mumbai. 5. The Executive Engineer, MSEB, Vashi, Navi Mumbai. Copy with f.w.cs. to: The Dy. Engineer & SPA, MIDC Sub-Divn..I, Mahape, Navi Mumbai. Copy to : Guard file.

39 Annex B Landuse Conversion- Minutes of Meeting

40 . MIDC/CP/B 72/2016 Date: C /05/2016 : Regarding minutes of MMC meeting no. 03 of 2016 dt. 11/05/2016. A meeting of the Minor Modification Committee was held at HQ on 11/05/2016. The minutes of the said meeting alongwith list of the officers present for the meeting are enclosed herewith for favour of approval please. Encl: As above Sr. Town Planner Chief anner ChiefEn neer Dy. CEO (1) Dy.CE (11) 14 S (111) Jt. CEO (IT) Jt. CEO (DMIC) Hon. Jt. O 1

41 MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION (A Government of Maharashtra Undertaking) Regional Office: MIDC Office Bldg., 3rd floor, Behind Lokmat Press, Thane-Belapur Road, Post: M.B.P., Mahape, Navi Mumbai Regional Office: Tel. s /94 By R.P.A.DJCourier To, Date: s.1kea India Pvt.Ltd., Unit. 421, DLF Tower, A.Jalota District Centre, New Delhi Sirs, Sub: Ref: TTC Industrial Area Plot. 15, 15A, 15B & 15C Change of use of land from industrial to commercial. This office Transfer order. MIDC/RO/MHP/TFC/15, 15A, 15B & 15C/628 cit. 02/05/2016. With reference to above, please find enclosed herewith a copy of minutes resolved by Minor Modification Committee in its meeting held on 11/05/2016 on item. 8 i.e. - Conversion of industrial plots. 15, 15A, 15B & 15C admesuring together 96,250 sq.mtr. in TTC Industrial Area for commercial use. Yours faithfully, Encl: As above. al Icer Regl.Office, MIDC, Mahape

42 Minutes of MMC meeting no. 03 of 2016 dt. 11/05/2016 Chan es, followin is the status of su ort activi and commercial activit - Details Support activity Comm. activity Maximum Permissible area 20 % of plotted area of Hect. = Elect. 5 % of plotted area of Hect. =79.30 Hect. Existing area Hect. i.e /0 < 20 % Max. rmissible Hect. i.e /0 < 5 % Max. Area ro osed O Hect. o Hect. Total Proposed Area Hect. i.e /0 < 20 0 /0 Max. ermissible Elect. i.e. 2.37% < 5 % Max. ermissible rmissible. After the above stated land use changes, percentage of support activity and commercial area is maintained as per DCR. Resolution : The issue was discussed in MMC meeting and it was resolved to approve the proposal of conversion of sqm area of plot no. 1/2 into commercial 8 use, as submitted b the RO, sub ect to conditions as mentioned above. Mahape : Conversion of industrial plot no. 15, 15A, 15B, 15C into commercial use. Plot no. 15, 15A, 15B and 15C (total area sqm) in 'ITC Industrial Area were in the name of M/s Rallis India Ltd. The plot holder has obtained BCC for 0.18 FSI on 10/02/2000. The plot holder has requested to transfer the said plots in the name of Ms IKEA India Pvt. Ltd. for commercial use. IKEA is a global retail company which sells furniture and home furnishing products. IKEA India is in the process of setting up stores in various cities in India, both standalone and as part of a large commercial building / shopping complex to carry out its retail business. As per project report submitted by the applicant, the plot will be used for mercantile / commercial use (a retail establishment and store engaged in the primary business of retailing, selling, assembling and showcasing furniture and home furnishing etc.). Proposed investment in the said project is Rs crore. There is a direct employment generation of about 500 persons and indirect employment generation of about 1000 persons. M/S IKEA India Pvt. Ltd. have executed a MOU with GOM and MIDC on 13/03/2015 for the said project. M/S Rallis India Ltd. vide their letter dt. 15/02/2016 had requested Hon. CEO, MIDC to advise whether ULC Act or any provisions contained in the same would be applicable to their premises. In this regard, as per the directives received from the UDD in the GOM, Hon. CEO, MIDC has issued orders for payment of Rs. 97,78, 18,752/- for grant of exemption of land admeasuring sqm from the ULC Act. Accordingly, the Addl. Collector & Competent Authority (ULC) has informed MIDC regarding receipt of this payment vide their letter dt. 28/04/2016. Thereafter transfer order in respect of plot no. 15, 15A, 15B and 15C (total area sqm) in ITC Industrial Area has been issued in the name of M/S IKEA India Pvt. Ltd. as per MOU executed with GOM and MIDC in the 'Make in India' program, subject to approval of MMC for change in use of the said plots from industrial to commercial. Accordingly, payment of Rs. 15,34,98,700/- towards differential premium and Rs. 268,82,62,500/- towards conversion of the said plots from industrial to commercial use has also been made by the applicant. Proposal : Since the applicant has made required payments to the Corporation, RO (Mahape) has submitted a proposal of conversion of plot no. 15, 15A, 15B and 15C (total area sqm) from industrial to commercial use. With reference to the area statement submitted by RO and above stated land use chan e, followin is the status of su ort activi and commercial activi Detail Maximum Existin area Area Total Pro osed

43 9 Mahape 10 Mahape Minutes ofmmcmeeting no. 03 of 2016 dt. 11/05/2016 proposed Area Permissible area Hect. 20 % of Hect. = (+) i.e.6.55 % Support plotted area of i.e.5.95 % < /0 Max. activity Hect. < % Max. Hect. ermissible. = Hect. ermissible hect. 5 % of plotted Hect. Comm. area of i.e /0 = (+) i.e % activity Hect < /0 Max. Hect. < 5.00 % Max. ermissible. After the above stated land use change, percentage of support activity and commercial area is within the maximum permissible limits as per DCR. Resolution : The issue was discussed in MMC meeting when it was opined that the request of the applicant has already been principally approved by the Corporation. The applicant has paid charges for exemption from ULC Act, differential premium for transfer ofplot and chargesfor conversion from industrial to commercial. It was hence resolved b the MMC to take a note o the same. Taloja : Conversion of open space into industrial use for expansion of existing unit. Plot no. 24, 25 and 26 in Taloja Industrial Area are allotted to M/S Ultratech India Ltd. The plot holder has requested to allot them a plot of 2100 sqm from open space no. OS-IO for expansion of their existing unit on the said plots. In this regard, Hon. Minister (Inds.) has issued orders to take appropriate action for allotment of plot to the applicant, subject to submission of BCC for existing structure. Proposal : RO (Mahape) has submitted a proposal of allotment of plot for expansion of existing unit on plot no. 24, 25 and 26 from open space no. OS-I() in Taloja Industrial Area. The applicant has consumed more than 62 % FSl on existing Piot and has their signed a MOU in 'Make in India' program. RO has there is no excess open stated space that in Taloja Industrial Area but amenity by 9600 sqm than area that is required in as per excess DCR. Resolution : The issue was discussed in MMC approve the conversion meeting of 2100 and it sqm was area resolved of to open use. It was further resolved space no. that OS-IO an into equivalent industrial may be converted area into from open space amenity so area that no. the A.If-2 percentage of open spaces is Addl. Patalganga: Conversion of amenity area into industrial use. The LAC had decided to allot a accordingly, plot plot no. of E sqm admeasuring to M/S Escon Elavators Thereafter, 6000 sqm was and plotholder vide letter dt. allotted to the from amenity 20/01/2016 has requested applicant. area no. AM-8. With to allot in its meeting reference to the request sqm dt. of land 18/03/2016 has decided the to applicant, allot the additional LAC 4000 sqm land tor Proposal : As per Head Surveyor's report, area of amenity area no. AM-8 is sqm and some part of the plot is low lying. As per area statement of Patalganga and Addl. Patalganga Industrial Area, the percentage of amenity is more than that required as per DCRs. The LAC has approved sqm land to the plotholder, but area of amenity area no. AM-8 is sqm. If sqm area from amenity area no. AM-8 is converted into industrial use, then the percentage of open s aces and

44 Annex C Site Gradient Plan

45 Site Gradient Plan

46 Annex D Details of Existing Trees On Project Site

47 Table 1: List of Matured Trees existing On site S.. Code. Scientific Name Number Latitude (rthing) Longitude (Easting) 1. 1 Ficus religiosa Pongamia pinnata Pongamia pinnata Pongamia pinnata Pongamia pinnata Pongamia pinnata Azadirachta indica Spathodea campanulata Azadirachta indica a Delonix regia Pongamia pinnata Pongamia pinnata Azadirachta indica Peltophorum pterocarpum Peltophorum pterocarpum Delonix regia Delonix regia Delonix regia Delonix regia Delonix regia Bombax ceiba Bombax ceiba Delonix regia Mangifera indica Mangifera indica Ficus benghalensis Azadirachta indica Gmelina arborea Delonix regia Gmelina arborea Acacia auriculiformis Peltophorum pterocarpum Pongamia pinnata Acacia auriculiformis Pongamia pinnata Ficus benghalensis Acacia auriculiformis Psidium guajava Polyalthia longifolia Psidium guajava Delonix regia Polyalthia longifolia Psidium guajava Polyalthia longifolia Polyalthia longifolia Pongamia pinnata Polyalthia longifolia Polyalthia longifolia D1

48 S.. Code. Scientific Name Number Latitude (rthing) Longitude (Easting) Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Delonix regia Ficus benjamina Ficus benjamina Ficus benjamina Roystonea regia Ficus benjamina Ficus benjamina Ficus benjamina Ficus benjamina Ficus benjamina Ficus benjamina Ficus benjamina Ficus benjamina Ficus benjamina Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Moringa oleifera Syzygium cumini Ficus benghalensis Mangifera indica Mangifera indica Casuarina equisetifolia Ficus benjamina Delonix regia Mangifera indica Cocos nucifera Cocos nucifera Cocos nucifera Cocos nucifera Cocos nucifera Polyalthia longifolia a Polyalthia longifolia b Polyalthia longifolia D2

49 S.. Code. Scientific Name Number Latitude (rthing) Longitude (Easting) c Polyalthia longifolia d Polyalthia longifolia e Polyalthia longifolia f Polyalthia longifolia g Polyalthia longifolia h Polyalthia longifolia Gmelina arborea Delonix regia Pongamia pinnata Cocos nucifera Delonix regia Peltophorum pterocarpum Ficus benjamina Syzygium cumini Ficus religiosa Alstonia scholaris Syzygium cumini Mangifera indica Polyalthia longifolia Psidium guajava Terminalia catappa Mangifera indica Bauhinia purpurea Cocos nucifera Psidium guajava Cocos nucifera Cocos nucifera Casuarina equisetifolia Ficus benghalensis Mangifera indica Casuarina equisetifolia Ficus benghalensis Pongamia pinnata Ficus benghalensis Mangifera indica Mangifera indica Pongamia pinnata Acacia auriculiformis Ficus benghalensis Pongamia pinnata Pongamia pinnata Pongamia pinnata Mangifera indica Pongamia pinnata Mangifera indica Mangifera indica Ficus benghalensis Pongamia pinnata Ficus benghalensis Leucaena leucocephala D3

50 S.. Code. Scientific Name Number Latitude (rthing) Longitude (Easting) Leucaena leucocephala Unk Pongamia pinnata Ficus benghalensis Pongamia pinnata Morinda pubescens Syzygium cumini Eucalyptus globulus Unk Ficus benghalensis Acacia auriculiformis Casuarina equisetifolia Syzygium cumini Cocos nucifera Unk Roystonea regia Ficus religiosa Unk Casuarina equisetifolia Pongamia pinnata Pongamia pinnata Gmelina arborea Acacia auriculiformis Pongamia pinnata Casuarina equisetifolia Pongamia pinnata Pongamia pinnata Polyalthia longifolia Pongamia pinnata Peltophorum pterocarpum Syzygium cumini Pongamia pinnata Syzygium cumini Albizia lebbeck Casuarina equisetifolia Psidium guajava Pongamia pinnata Mangifera indica Pongamia pinnata Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia Psidium guajava Mangifera indica Roystonea regia Psidium guajava Polyalthia longifolia Polyalthia longifolia Polyalthia longifolia D4

51 S.. Code. Scientific Name Number Latitude (rthing) Longitude (Easting) Psidium guajava Leucaena leucocephala Roystonea regia Psidium guajava Casuarina equisetifolia Polyalthia longifolia Psidium guajava Psidium guajava Ficus religiosa Ficus religiosa Psidium guajava Psidium guajava Ficus religiosa Ficus benghalensis Psidium guajava Acacia auriculiformis Delonix regia Ficus racemosa Source: Ecological Survey conducted by, May, 2016 D5

52 Figure 1: Map showing Location of Matured Trees within Project Site D6

53 Annex E Layout Plan Showing Structures existing Onsite

54 Figure 1: Layout Plan showing details of existing structures On Project Site

55 Annex F Master Layout Plan

56 Figure 1: Master Layout Plan