Application For Prior Environmental Clearance of Proposed IKEA Store
Submitted by:
IKEA India Private Limited
Environment Consultant:
ERM INDIA PRIVATE LIMITED
NABET Accredited as per Certificate No.
NABET/EIA/1316/RA007 Building 10A, 4th Floor, DLF Cyber City, Gurgaon, NCR 122002.
Form 1 as per EIA Notification 2006 for Environmental Clearence
December 2016
FORM 1
(I) BASIC INFORMATION
S. Item Details No.
Establishment of IKEA Store at Thane-Belapur Road, 1. Name of the projects/s Turbhe, Navi Mumbai, Maharashtra, India.
S. No. 8 (a): Building and Construction Projects with built-up 2. S. No. in the schedule area ≥ 20,000 m 2 and < 150,000 m 2
Proposed capacity / area / The total land area of site is 96,250 m2. The built-up area of 3. length / tonnage to handled / proposed store will be 92, 840 m2. command area / lease area
4. New/Expansion/Modernization New Project
5. Existing Capacity/Area etc. Not Applicable
6. Category of Project i.e. ’A’ or ‘B’ ‘B’ Category
Does it attract the general No 7. condition If yes, please specify.
Does it attract the specific No 8. condition If yes, please specify.
Near Turbhe Railway Station, Turbhe, Navi Mumbai, Location Maharashtra, India.
Plot/Survey/Khasra No. Plot no 15, 15a, 15b, 15c, MIDC
Turbhe Village 9. Panvel Tehsil
Raigarh District
Maharashtra State
Nearest Railway Station : Turbhe Railway Station – 500 Nearest railway station/airport 10. m along with distance in km Nearest Airport : Chhatrapati Shivaji International
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Airport, Mumbai – 15 km
Nearest Town, city, District Nearest Town : Site is located within Navi Mumbai area. 11. Headquarters along with District Headquarters : Raigarh (approximately 50 km distance in km aerial distance).
Navi Mumbai Municipal Corporation Village Panchayats, Zilla Plot No. 1, Palm Beach Road, Parishad, Municipal 12. Corporation, Local body Sector 15, CBD Belapur, (complete postal addresses with Navi Mumbai, Maharashtra 400614 telephone nos. to be given) T: 022 2756 7070
13. Name of the applicant IKEA India Private Limited
Unit No. 421, DLF Tower A, Jasola District Centre, New 14. Registered address Delhi-110044
Address for correspondence :
Name Mr. Sunil Verma
Designation Construction Project Manager (Owner/Partner/CEO)
15 th Floor, DLF Building no. 9A, DLF Cyber City, Sec 24, Address 15. Gurgaon, Haryana 122002 Pin Code
[email protected] E-mail
0124 6163600 Telephone No.
0124 411 2710 Fax No.
No.
The land has been allotted to IKEA by Maharashtra Industrial Development Corporation (MIDC) for the Details of Alternative Sites development of their Retail furniture store at Navi examined, if any. Location of 16. Mumbai, India. Site has been finalized after detailed these sites should be shown on a investigations of the site before any legal binding toposheet agreement or investments are done and before the design process starts.
The Land Allotment letter is provided as Annex A .
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17. Interlinked Projects No such Interlinked projects exist.
Whether separate application of 18. interlinked Project has been Not Applicable submitted
19. If yes, date of submission Not Applicable
20. If no, reason Not Applicable
Whether the proposal requires Not Applicable approval/clearance under: If yes
details of the same and their status to be given.
(a) The Forest Conservation Act, 21. 1980
(b) The Wild Life Protection Act, 1972
(c) The C.R.Z. Notification Act, 1991
Whether there is any The site is located in MIDC area, developed by MIDC, 22. Government Order/Policy Government of Maharashtra. relevant/relating to the Site
Forest land involved (in No 23. hectares)
Whether there is any litigation None pending against this Project
and/or land in which the Project is proposed to be set up
24. (d) Name of the Court (e) Case No.
(f) Order/directions of the Court if any and its relevance with the proposed Project
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(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 Yes/No Details No. confirmation
1.1 Permanent or temporary Yes Land-use of the Site change in land use, land The site is located in notified industrial area and is cover or topography surrounded by active commercial and industrial including increase in developments in all directions. For proposed intensity of land use establishment, landuse of the site is changed from (with respect to local Industrial to Commercial i.e. “Mercantile/Commercial land use plan) use. Annex B provides the Minutes of Meeting of Minor Modification Committee for conversion of landuse.
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 north- eastern 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 . 1.2 Clear ance of existing Yes Clearing of Vegetation: land, vegetation and The site has several open areas with vegetation including buildings? a determined green zone that has grown since site operational activities ceased in 2011-2012. 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.
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S. Information/Checklist Yes/No Details No. confirmation
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 Yes The land use of the project site will be change from uses? industrial to commercial landuse. 1.4 Pre -construction Yes Geotechnical investigations were carri ed out through investigations e.g. bore drilling and sampling in soil and rock using a rotary houses, soil testing? 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: 3025. 1.5 Construction works? Yes Th e 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? Yes 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,
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S. Information/Checklist Yes/No Details No. confirmation
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, 2016. The layout plan showing existing structures is provided as Annex E. 1.7 Temporary sites used for Yes A campsite accommodation would be provided within construction works or the site for about 200 to 300 workers during the housing of construction construction phase. The camp site will be provided with workers? temporary structures which will be equipped with basic amenities including health and hygiene facilities for the construction workers. 1.8 Above ground buildings, Yes A Two Level Store building has been planned on the structures or earthworks proposed site which will include the following: including linear S. No Components Built up structures, cut and fill or Area Details excavations (m 2) 1 Entrance 1318 2 Showroom 6656 3 IKEA Restaurant and Cafe 1628 4 Market Hall 5692 5 Self-service furniture area 5694 6 Ware house 6722 7 Goods receiving area 1562 8 Check out area/cash office 1162 9 Customer service area/ 2270 Merchandise Pick-up/ Home Delivery 10 Exit area/ IKEA Bistro/IKEA 1110 Swedish Food market 11 Office/ Co-worker areas 2221 12 Mechanical/ Technical/ Emergency 1774 13 Other Areas 2359 14 Parking Level I 28072 15 Parking Level II 24200 16 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.
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S. Information/Checklist Yes/No Details No. confirmation
Earthwork (Cut & Fill) is expected to be: • Filling = 56, 720 Cu.M. • Cutting = 1, 79, 090 Cu.M 1.9 Underground works Yes One Basement Level for Parking is planned under the including mining or IKEA Store. Besides this, utilities like Electrical Room, tunneling? DG Room, Sump & STP, etc. will also be underground due to the natural contour of site. 1.10 Reclamation works? No Not Applicable. 1.11 Dredging? No Not Applicable. 1.12 Offshore structures? No Not Applicable. 1.13 Production and No There is no production or manufacturing process manufacturing involved in the project. processes? 1.14 Facilities for storage of Yes Warehouse of 6,722 m 2 area is proposed in the project for goods or materials? storage of furniture. Diesel will be stored in diesel tank of 25 KL capacity. 1.15 Facilities for treatment or Yes Solid Waste disposal of solid waste or liquid effluents? 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, 2016. 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
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S. Information/Checklist Yes/No Details No. confirmation
biodegradable waste fr om kitchen as food waste . Waste will be disposed to designated disposal site as approved by local authority.
For hazardous waste refer to S.N. 4.3.
Operation Phase
a) Municipal Solid Waste The total municipal solid waste likely to be generated during operation phase is about 1.5 -2.0 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. Non-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. 4.3.
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, Non-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
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S. Information/Checklist Yes/No Details No. confirmation
periodically through truck mounted tanker for offsite treatment and disposal by approved vendor.
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). 1.16 Facilities for long term No There is no housing facility proposed for operational housing of operational workers. workers? 1.17 New road, rail or sea No Internal road is planned to be con structed within the site traffic during for movement of material and personnel. A peripheral construction or operation 6m wide internal road for emergency purpose will be provided. 1.18 New road, rail, air No None waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc? 1.19 Closure or diversion of No There will not be any requirement for the closure or existing transport routes diversion of existing transport routes for this Project. or infrastructure leading to changes in traffic movements? 1.20 New or diverted Yes Maharashtra State Electricity Distribution Co, Ltd. transmission lines or (MSEDCL) will divert the existing electricity lines to new pipelines? 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 3No. Vacuum circuit breakers (VCB), 1 No. as incoming & 2 No. 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
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S. Information/Checklist Yes/No Details No. confirmation
distribution shall be facilitated at 0.433 KV supply voltage. 1.21 Impoundment, No Currently, t he Project site has three storm water drainage damming, culverting, channels running through the northern and southern realignment or other boundary of the site. During project development, changes to the hydrology existing hume piped drain of 900 mm diameter (catering of watercourses or landfill site storm water in north) and nallah (catering aquifers? 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. 1.22 Stream crossings? Yes As above .
1.23 Abstraction or tran sfers No There will be no abstraction of ground water for the of water from ground or water requirements during construction and operation surface waters? 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. 1.24 Changes in water bodies No There will no change in drainage pattern of the or the land surface surrounding land use. affecting drainage or run-off? 1.25 Transport of personnel Yes Transport of Personnel or materials for An average of 400 to 500 labours will be deputed per day construction, operation during the construction phase, out of which 150-200 or decommissioning? 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 100- 150 truck movement per day is anticipated for about 3 months for transportation of earth works materials.
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S. Information/Checklist Yes/No Details No. confirmation
An average of 10 trucks loads per day for about 18 months is estimated for the transportation of materials during construction period. 1.26 Long -term dismantling No Not applicable or decommissioning or restoration works? 1.27 Ongoing activity during Yes Removal of demolition/civil debris and used/waste oil decommissioning which spills can have impact on land. The labour camp will also could have an impact on be decommissioned after completion of construction the environment? activities. Necessary mitigation measures as provided in the EMP will be taken up for the project. 1.28 Influx of people to a n Yes Construction Phase: area in either During construction about 400-500 labours will be temporarily or employed out of which 150-200 will stay at the campsite permanently? and remaining will commute from nearby local area. The peak labour is envisaged to be 500 during construction phase.
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 9000. 1.29 Introduction of alien No Alien species will not be introduced to the facility. species? Landscaping and green zone management will ensure that local species are utilized.
1.30 Loss of native species or No The vegetation be ing cleared from the project -area genetic diversity? 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.
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S. Information/Checklist Yes/No Details No. confirmation
1.31 Any other actions? No Not 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.No Information/checklist Details thereof (with approximate quantities /rates, Yes/No . confirmation wherever possible) with source of information data
2.1 Land especially No The Project si te is within a notified MIDC industrial area undeveloped or and there is no agricultural land in the vicinity. agricultural land (ha) 2.2 Water (expected source Yes Construction Phase : Average fresh water requirement and competing users) for the Project during construction phase is estimated unit: KLD to be 45 KLD. Besides this water requirement for concrete is estimated as 5000 – 7000 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 Fresh Water Recycled Requirement (KLD) from STP (KLD) Domestic 215 - Flushing - 79 Cooling Units- 104 71 HVAC Cooling Units- 19 - DG Landscaping - 89 Sub Total 338 (A) 239 (B) TOTAL (A+B) 577
2.3 Minerals (MT) No Not applicable
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S.No Information/checklist Details thereof (with approximate quantities /rates, Yes/No . confirmation wherever possible) with source of information data
2.4 Construction material – yes Construction materials for the pro ject will be obtained stone, aggregates, and / locally. The approximate quantity of required soil (expected source – construction materials is: MT) • Cement- 4000 cum • Coarse Aggregate- 15,000 cum • Sand-9000 cum • Steel – 9,500 Tonnes • Sandwich Panel - 6500 sqm • Glass: 1400 sqm 2.5 Forests and timber No Steel will be primarily used for the construction of the (source – MT) facility. Small quantity of timber may be used for doors and will be obtained from authorized vendors with test certificates as per BIS specifications.
Being a furniture store, timber furniture will be stored in the ware house. There will be no manufacturing of furniture onsite. 2.6 Energy including Yes Construction Phase: electricity and fuels During Construction phase, temporary connection of 100 (source, competing KW will be taken from Maharashtra State Electricity users) Unit: fuel (MT), Distribution Co, Ltd. (MSEDCL) to fulfil load demand. energy (MW) 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:
INDIVIDUAL CONN. DESCRIPTION MAX. DEMAND LOAD (KW) (KW)
Electrical load 3028 1910 Air Conditioning 2045 1636.0 (80% DIV.) Plumbing Load 100 65.0 (65% DIV.) Fire Fighting 150 15 Elevators 240 168 Escalators & 78 78
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S.No Information/checklist Details thereof (with approximate quantities /rates, Yes/No . confirmation wherever possible) with source of information data
Travellator External Lighting 259 130 GRAND TOTAL 5900 4001
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 3No. Vacuum circuit breakers (VCB), 1 No. as incoming & 2 No. 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 0.433 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 24.17 KL High Speed Diesel for 6 days considering 4 operational hours on 100% loading.
2.7 Any other natural No Not applicable. resources (use appropriate standard units)
3. USE, STORAGE, TRANSPORT, HANDLING OR PRODUCTION OF SUBSTANCES OR MATERIALS, WHICH COULD BE HARMFUL TO HUMAN HEALTH OR THE
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ENVIRONMENT OR RAISE CONCERNS ABOUT ACTUAL OR PERCEIVED RISKS TO HUMAN HEALTH.
Information/Checklist Details thereof (with approximate quantities/rates, S.No. Yes/No confirmation wherever possible) with source of information data
3.1 Use of substances or Yes Construction Phase : materials, which are The majority of construction materials to be used for the hazardous (as per Project are expected to be non-hazardous. The types of MSIHC rules) to human hazardous materials and chemicals that will be used health or the during the construction phase include adhesives, environment (flora, solvents and paints. fauna, and water • Diesel: The construction phase will require a supplies) 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 m3/day. About 20.2 m3 of HSD will be stored at site in one storage tank of 25 m3 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),
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Information/Checklist Details thereof (with approximate quantities/rates, S.No. Yes/No confirmation wherever possible) with source of information data
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. 3.2 Changes in occurrence of No Suitable drainage and waste m anagement measures will disease or affect disease be adopted during both the construction and vectors (e.g. insect or operational phase, which will restrict stagnation or water borne diseases) accumulation of waste. This will effectively restrict reproduction and growth of water borne vectors.
3.3 Affect the welfare of Yes Local people will be hired as a priority for unskilled and people e.g. by changing semi-skilled labour during the construction phase of the living conditions? 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 No None people who could be affected by the Project e.g. hospital patients, children, the elderly etc. 3.5 Any other causes No Not applicable
4. PRODUCTION OF SOLID WASTES DURING CONSTRUCTION OR OPERATION OR DECOMMISSIONING (MT/MONTH)
S.No Information/Checklist Details thereof (with approximate quantities/rates, Yes/No . confirmation wherever possible) with source of information data
4.1 Spoil, overburden or No No spoil, overburden or mine wastes will be generated. mine wastes 4.2 Municipal waste Yes Refer Section 1, S.N. 1.1 5.
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S.No Information/Checklist Details thereof (with approximate quantities/rates, Yes/No . confirmation wherever possible) with source of information data
(domestic and or commercial wastes) 4.3 Hazardous wastes (as Yes Construction Phase per Hazardous Waste • Waste/ Used Oil: Approximately 0.8 m 3 of used/waste Management Rules) 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.
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. 4.4 Other industrial process No None wastes 4.5 Surplus pro duct No None
4.6 Sewage sludge or other Yes The expected sludge generation from STP is expected to sludge from effluent be 0.5 tonnes/ day. The sewage sludge will be treated in treatment filter press for formation of pressed compost cake which will be used as manure onsite. 4.7 Construction or Yes Demolition Waste:
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S.No Information/Checklist Details thereof (with approximate quantities/rates, Yes/No . confirmation 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 m3 • Demolition scrap: 100 MT • Wooden scrap: 4 MT
Demolition waste will be managed as per Construction and Demolition Waste Management Rules, 2016. 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, 2016. 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 No Existing transformer will be relocated along with the equipment panels. 4.9 Contaminated soils or Yes Soil along the north western section of the site (historical other materials production areas and utility areas) is contaminated and a remedial action will be undertaken by IKEA prior to start of construction activities. 4.10 Agricultural wastes No Not applicable 4.11 Other solid wastes No Not applicable
5. RELEASE OF POLLUTANTS OR ANY HAZARDOUS, TOXIC OR NOXIOUS SUBSTANCES TO AIR (KG/HR)
S.No Information/Checklist Details thereof (with approximate quantities/rates, Yes/No . confirmation wherever possible) with source of information data
5.1 Emissions from Yes Construction Phase: combustion of fossil fuels There will be potential air emissions due to onsite from stationary or construction activities such as:
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S.No Information/Checklist Details thereof (with approximate quantities/rates, Yes/No . confirmation 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 No - production processes 5.3 Emissions from materials Yes There will be potential impact on air quality due to handling including material handling including storage and transport, the storage or transport likely emissions include the following: • Fugitive dust emissions from digging, filling, handling of material, transportation, use of
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S.No Information/Checklist Details thereof (with approximate quantities/rates, Yes/No . confirmation wherever possible) with source of information data
construction machinery etc. • Increase in traffic volume resulting in additional vehicular emissions from vehicles.
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. 5.4 Emissions from Yes During the construction phase , air emissions are construction activities predicted to arise from the handling of construction including plant and materials, from operation of construction machinery and equipment vehicles and from the operation of DG sets.
5.5 Dust or odours from Yes Construction Phase: handling of materials Fugitive dust will be generated from the material including construction handling areas and the haul roads during the materials, sewage and construction activities. Appropriate pollution control waste measures such as water sprinkling, protection/covering of raw material will be implemented to minimize dust generation.
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. 5.6 Emissions from No Not applicable incineration of waste 5.7 Emissions from burning No No waste burning will be practiced in either the of waste in open air (e.g. construction phase or operational phase of the Project. slash materials, construction debris) 5.8 Emissions from any No Not applicable other sources
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6. GENERATION OF NOISE AND VIBRATION, AND EMISSIONS OF LIGHT AND HEAT:
Details thereof (with approximate quantities/rates, Information/Checklist S.No. Yes/No wherever possible) with source of information data confirmation with source of information data
6.1 From operation of Yes It is anticipated that noise will be generated during Site equipment e.g. engines, preparation and construction activities from the ventilation plant, operation of construction equipment and machinery crushers (such as pile drivers, jack hammer, concrete vibrators etc.)
The noise level anticipated from equipment used for construction work is tabulated below: Equipment Typical Noise levels dB(A) (50 ft. from the source) Air Compressor 81 Compactor 82 Concrete Mixer 85 Concrete pump 82 Concrete vibrator 76 Jack Hammer 88 Paver 89 Pile diver 96-101 Pump 76 Shovel 82 Mobile Crane 83 Roller 74 (Source: Transit Noise 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.
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Details thereof (with approximate quantities/rates, Information/Checklist S.No. Yes/No wherever possible) with source of information data confirmation with source of information data
During operation phase Potential noise emission will be mainly from • 4 Nos. Diesel Generators of 1250KVA: 75-85 dB(A) • Vehicular Noise: 85 dB(A) Emissions of heat will be due to combustion of fuel during Power generation and equipment of operation. 6.2 From industrial or No None similar processes 6.3 From construction or Yes • Diesel Generators, 75 dB(A) demolition • Heavy Duty Construction equipment: 75 to 95 dB(A) • Vehicular Noise: 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 Yes 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 90-100 dB (A). 6.5 From construction or Yes Construction Phase: operational traffic Noise is anticipated due to movement of trucks, cranes, bulldozers, transport vehicles, cars and bikes. Noise from traffic movements is expected during construction vehicles will be from 85-90 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.
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Details thereof (with approximate quantities/rates, Information/Checklist S.No. Yes/No wherever possible) with source of information data confirmation with source of information data
Vehicles used during construction and operat ion al phase will be required to undergo regular maintenance and have valid PUC certificate. 6.6 From lighting or cooling No Selected cooling tower shall be certified for test systems 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 No Not 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:
Information/Checklist Details thereof (with approximate quantities/rates, S.No. Yes/No confirmation wherever possible) with source of information data
7.1 From handling, storag e, No Construction Phase: use or spillage of Contamination of soil layers can occur due to accidents, hazardous materials 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
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Information/Checklist Details thereof (with approximate quantities/rates, S.No. Yes/No confirmation wherever possible) with source of information data
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. 7.2 From discharge of No Construction Phase sewage or other During Construction Phase, a quantity of approximately effluents to water or the 25-35 m 3/day of sewage is expected to be generated land (expected mode during construction phase (by engaging 500 construction and place of discharge) peak labour onsite). Sewage will be disposed in a septic tank followed by a soak pit per IS: 2470 (Part I)-1985- ‘Code Of Practice For Installation Of Septic Tanks’
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. 7.3 By deposition of No Air emissions will largely come from dust, vehicular pollutants emitted to air emissions and usage of diesel generator for emergency into the land or into power. The Diesel Generator for both construction and water operation phase shall be provided with adequate stack height as per CPCB, which will be sufficient to disperse
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Information/Checklist Details thereof (with approximate quantities/rates, S.No. Yes/No confirmation 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 No No other sources of contamination have been identified. 7.5 Is there a risk of long No Combustion of fuel from DG sets and discharge of term build-up of untreated sewage can be seen as a risk for water and pollutants in the ground pollution. environment from these These risks can be effectively mitigated by taking sources? 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
Information/Checklist Yes/ Details thereof (with approximate quantities/rates, S.No. confirmation No wherever possible) with source of information data
8.1 From explosions, Yes There exists a risk of accidents both during construction spillages, fires etc from and operation phases: storage, handling, use or • During construction phase risks to construction labour production of hazardous are mainly related to fall hazards (by working at substances height), hot work and electrical jobs, storage of
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Information/Checklist Yes/ Details thereof (with approximate quantities/rates, S.No. confirmation No wherever possible) with source of information data
flammable substances onsite, traffic moveme nt, 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 No Not applicable 8.3 Could the Project be No The Project site is located in: affected by natural • Zone III: Moderate Damage Risk Zone (MSK VII) as disasters causing per Building Materials & Technology Promotion environmental damage Council (BMTPC) Earthquake Hazard Map;
(e.g. floods, earthquakes, • Moderate Damage Risk Zone – A (V b = 44 m/s) as per landslides, cloudburst BMTPC Wind and Cyclone Hazard Map; etc)? • 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 39-44 m/s. This cyclone was not categorized as severe 1; and
(1)http://www.ndma.gov.in/images/cyclones/cyclonepronedistrict.pdf
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Information/Checklist Yes/ Details thereof (with approximate quantities/rates, S.No. confirmation No wherever possible) with source of information data
• Not 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 south- eastern 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.No. Information/Checklist Yes/No Details thereof (with approximate quantities/rates, confirmation wherever possible) with source of information data 9.1 Lead to development of supporting utilities, The site forms a part of Industrial Zone as demarcated in ancillary development Masterplan for Navi Mumbai. A sub-urban railway line & or development station already exists in front of the proposed IKEA Store stimulated by the Project to cater future traffic projections. The area development which could have will have cumulative impacts on infrastructure and impact on the natural resources in the area in terms of high traffic on environment e.g.: roads, water demand, power supply, waste generation • Supporting infrastructure (roads, and disposal system, air emissions during construction power supply, waste phase etc. The Proposed site has connectivity with or waste water existing sewerage and power lines located in eastern side treatment, etc.) of the proposed site. The project is likely to have • Housing staggered movement of traffic from visitors throughout development the day time between 11 am to 8 pm and will not have • Extractive industries significant impact on the infrastructure. • Other 9.2 Lead to after -use of the Yes Development of IKEA Store along with will have impact Site, which could have in terms of increased movement of vehicles and people, an impact on the water demand, electricity supply in the area. The project environment 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
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development is in accordance with the Master Plan of the area and the anticipated impacts can be minimized by implementing necessary mitigation measures. 9.3 Set a precedent for l ater No No . T he project is already located in a well -developed developments urban area. 9.4 Have cumulative effects Yes Development of IKEA Store along with will have impact due to proximity to in terms of increased movement of vehicles and people, other existing or water demand, electricity supply in the area. The planned projects with similar effects 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
Name/ Aerial distance (within 15 km.) Proposed Project S.No. Areas Identity location boundary
1 Areas protected under Yes Thane Creek is located at 3 km distance in West direction international of the Project site. The western bank of this part of the conventions, national Thane Creek is proposed as “Thane Creek Flamingo or local legislation for Sanctuary” by State Government. their ecological, landscape, cultural or other related value 2 Areas which are Yes The proposed project site is located approximately 3 km important or sensitive east of the Thane Creek, which is considered an for ecological reasons - important bird area for over 205 species of birds Wetlands, including flamingos, eagles, stork and several small watercourses or other waders. water bodies, coastal zone, biospheres, mountains, forests 3 Areas used by Yes As above. protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration 4 Inland, coastal, marine No The closest major water body to the site is the Thane or underground waters Creek located at 3 km distance in West direction of the
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Name/ Aerial distance (within 15 km.) Proposed Project S.No. Areas Identity location boundary
Project site. 5 State, National No None boundaries 6 Routes or facilities No None used by the public for access to recreation or other tourist, pilgrim areas 7 Defense installations No No ne 8 Densely populated or Yes The proposed site is located in a well -developed urban built-up area 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 No 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 Devichap ada 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
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Name/ Aerial distance (within 15 km.) Proposed Project S.No. Areas Identity location boundary
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
9 Areas occupied by Yes As the project site is loca ted within Navi Mumbai, there sensitive man-made are several sensitive manmade land uses in the area. List land uses (hospitals, of schools, hospitals and places of worship within 15km schools, places of radius of the project site is provided below: worship, community facilities) 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
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Name/ Aerial distance (within 15 km.) Proposed Project S.No. Areas Identity location boundary
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
10 Areas containing No The proposed project site is not located near any scarce important, high quality or high quality resources. or scarce resources (ground water No major surface water bodies, forests, agricultural resources, surface areas, fishing communities, mines or tourism areas area resources, forestry, located within a 1 km radius of the site. agriculture, fisheries, tourism, minerals) 11 Areas already No Navi Mumbai Critically Polluted area (as declared by subjected to pollution CPCB on basis of CEPI) is located at about 11 km aerial or environmental distance from project site. damage. (those where existing legal environmental standards are exceeded) 12 Areas susceptible to No • The Site area falls in Zone III classification of the natural hazard which Seismic Zone Map of India. Zone III is defined as a could cause the Project zone having moderate damage risk zone and to present exposed to earthquakes of intensity MSK VII (as environmental defined by Building Materials & Technology problems (earthquakes, Promotion Council). The IS Code assigns zone factor subsidence, landslides, of 0.16 for Zone III. erosion, flooding or • The site area falls under Moderate Damage Risk Zone
extreme or adverse – A (V b = 44 m/s) as per BMTPC Wind and Cyclone climatic conditions) 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,
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Name/ Aerial distance (within 15 km.) Proposed Project S.No. Areas Identity location boundary
Raigarh District is categorized as moderate risk zone for cyclones. The District has observed only one cyclone in past having wind speed 39-44 m/s. This cyclone was not categorized as severe 1; • Navi Mumbai gets annual average rainfall as 2000- 2500mm. Out of this, nearly 75% is from South west Monsoon and rest of the rainfall from North 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)http://www.ndma.gov.in/images/cyclones/cyclonepronedistrict.pdf
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ANNEXURES- FORM 1
Annex A
Land Lease Document
Maharashtra Industrial DevelopmentCorporation (A Government Of Maharashtra Un&rtakrng) Tel: (022) 27782893/94 REGIONAL OFFICE,MAHAPE 3rd floor, Behind Lokmat Press, E-mail: e-mail: MIDC Office Bldg. [email protected] Thane-Belapur Road, Post:M.B.P., MUMBAI-400 710 Mahape, NAVI By Regd. Post A.D. No.:MIDC/RO/MHPtrrC/15, 15A,15B& 15C/ 618 Date:
Sub TTC INDUSTRIAL AREA Plot No. 15, ISA, 15 15C Grant of consent for transfer India Ltd. Read l. Letters 29/03/2016 from M/S. Rallis dated Commissioner, Govt. of 2. NOC dt. 18/02/2016issued by Hon. Labour Maharashtra. the Transferee. from M/S. IKEA India Pvt.Ltd., 3. Letter dt. 29/03/2016 15A&15B/559 4. This office letter No.MlDC/RO/Mahapef1TC/15, dt.13/04/2016. dt. 28/04/2016 5. Letter No. ULCTWITC Thane'Transfer/2016/237 (ULC), Thane Nagari From Addl.CoIIector& Competent Authority Urban Land Ceiling Act. Sakulan, Thane towards exemption from
ORDER
Lease dated the 21st day of January, 1981.
Lessee: M/S. Rallis India Limited
Transferee: M/S. IKEA India Pvt.Ltd.
Development Corporation in By a above noted Lease executed by the Maharashtra Industrial and conditions on the favour of the Lessee/s the Corporation in consideration of the stipulations of the Lessee(s) a Lease of above plots part of the Lessee(s) therein contained, granted in favour 15C admeasuring together 96250 m2 and the building of land bearing Plot No. 15, 15A, 15B & specified in the said Lease. and erections erected thereon in the manner Clause of the said Lease represented to The Lessee(s) in pursuance of sub-clause (t) of 2 consent for transfer and assignment of his/their/its of Corporation for grant to him/them/it of the favour of M/S IKEA India Pvt.Ltd. his/their/its interest under or the benefit of the said Lease in Corporation has after due consideration of the said (hereinafter called "the transferee"). The consent to the transfer and assignments of his/their/its request of the Lessee/s decided to grant its Transferee for undertaking change in use of the land interest under the said lease in favour of the Industrial to Commercial i.e. 'Mercantile/Commercial use —a retail establishment and from of retailing, selling, assembling & showcasing store engaged in the primary business furniture and home furnishing, etc.', subject to the payment of DifferentialPremium, other conditions as under: Additional Premium Charges and Page 1 of 2 (a) The paymentto the Corporationby the Lessee of the sum (Rupees Fifteen Thirty Four Lakh Ninety Eight Thousand Six Crore DIFFRENTIAL Hundered Only) as and by way of PREMIUM which is paid vide dated 29-APR-2016. D. R. No.HQC17-000279 (b) The payment of (Rupees Two Hundred Sixty Eight Crore Eighty Two Lakh Sixty Two Thousand Five Hundred Only) as and by way of conversion Additional Premium charges towards of industrialplot into commercialplot and change in use of land from industrialto commercial which is paid vide D.R.No. HQC17-000280 dated 29-APR-2016. (c) The Lessee/s shall deliver at the Lessee's expense a copy of the Deed of Corporation Assignmentto the 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 documentshall 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) No 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.
Area Manager MIDC, Mahape To, M/S. Rallis India Limited, 156/157, Nariman Bhavan, 5 th floor, 227, Nariman Point, Mumbai-400 021.
Co with compliments to: s. IKEA India Pvt.Ltd., Unit No.421 , DLF Tower A, Jasola District Centre, New Delhi 110 004.
Copies submitted to :- 1. The Chief Accounts Officer, MIDC, Mumbai - 400 093. 2. The General Manager (Legal), MIDC, Mumbai - 400 093. 3. The Technical Advisor, MIDC, Mumbai - 400 093. 4. The Executive Engineer, MIDC Divn.No.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.No.I,Mahape, Navi Mumbai. Copy to : Guard file. Annex B
Landuse Conversion- Minutes of Meeting
No. 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 ModificationCommittee 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 MAHARASHTRA INDUSTRIAL DEVELOPMENTCORPORATION (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-400 710. Regional Office: Tel. Nos. 022-27782893/94 e-mail: [email protected] By R.P.A.DJCourier
Date: 1 8 2016 To,
s.1KEA India Pvt.Ltd., Unit No. 421, DLF Tower, A.Jalota District Centre, New Delhi - 1 10 004.
Sub: TTC Industrial Area Plot No. 15, 15A, 15B & 15C Change of use of land from industrial to commercial.
Ref: This office Transfer order No. MIDC/RO/MHP/TFC/15, 15A, 15B & 15C/628 cit. 02/05/2016. Sirs,
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 No. 8 i.e. - Conversion of industrial plots No. 15, 15A, 15B & 15C admesuring together 96,250sq.mtr. in TTC Industrial Area for commercial use.
Yours faithfully,
al Icer Regl.Office, MIDC, Mahape Encl: As above. Minutes of MMCmeeting no. 03 of 2016 dt. 11/05/2016 Chan es, followin is the status of su ort activi and commercial activit - Details Maximum Area Total Proposed Permissible area Existingarea ro osed Area 20 % 94.39 Hect. 94.55 Hect. Support of plotted area 0 of i.e. 5.95 0/0 i.e.5.96 /0 activity 1585.97 Hect. O. 1624 0 Max. < 20 /0 Max. =317.19 Elect. < 20 % Hect. rmissible. ermissible Hect. 37.67 Elect. Comm. 5 % of plotted area 37.515 of i.e. 2.37 0/0 i.e. 2.37% activity 1585.97 Hect. o. 1624 < 5 % Max. =79.30 Hect. < 5 % Max. Hect. rmissible. ermissible After the above stated land percentage of support activity and commercial use changes, area is maintained as per DCR. Resolution : The issue was meeting and it was resolved to approve discussed in MMC the proposal of conversion sqm area of plot no. 1/2 into commercial of 1623.68 use, as submitted b the RO, sub •ect to conditions as mentioned above. 8 Mahape : Conversion of industrial plot no. 15, 15A, 15B, 15C into commercial use. Plot no. 15, 15A, 15B sqm) in 'ITC Industrial Area were and 15C (total area 96250 in the name of M/s Rallis India holder has obtained BCC for 0.18 FSI Ltd. The plot 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. 1416 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 61307.02 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 96250 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 96250 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 dt. 11/05/2016 no. 03 of 2016 MinutesofMMCmeeting proposed Area Permissible area 104.015 Hect. % 20 % of 94.39 Hect. 9.625 i.e.6.55 i.e.5.95 % = (+) 20.00 0/0 Max. Support plotted area of Hect. < activity 1585.97Hect. < 20.00 % Max. ermissible. =317.19 Hect. ermissible. 47.14 hect. Hect. % 5 % of plotted 37.515 = (+) 9.625 i.e. 2.98 i.e.2.37 0/0 % Max. Comm. area of Hect. < 5.00 activity 1585.97Hect < 5.00 0/0Max. ermissible. of support activity and use change, percentage After the above stated land per DCR. maximum permissible limits as commercial area is within the meeting when it was opined Resolution: The issue was discussedin MMC the been principally approved by that the requestof the applicanthas already ULC Act, has paid charges for exemption from Corporation. The applicant from industrial differentialpremium for transfer ofplot and chargesfor conversion to commercial.It was hence resolvedb the MMC to take a note o the same. 9 Mahape Taloja : Conversionof 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 requestedto allot them a plot of 2100 sqm from open space no. OS-IO for expansionof 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 submitteda 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 IndustrialArea. The applicant has consumed more than 62 % FSl on their existing Piot and has signed a MOU in 'Make in India' program. RO has stated that there is no excess open space in Taloja Industrial Area but amenity area is in excess by 9600 sqm than that required as per DCR. Resolution: The issue was discussed in MMC meeting and it was approve the conversion of 2100 sqm area resolved to of open space no. OS-IO into use. It wasfurther resolvedthat an equivalent industrial may be converted area from amenity area no. into open space so that the A.If-2 percentage of open spaces is 10 Mahape Addl. Patalganga: Conversion of amenity area into The LAC had decidedto allot industrial use. a plot of 6000 sqm accordingly,plot no. E-138 admeasuring to M/S Escon Elavators Thereafter, 6000 sqm was and plotholdervide letter dt. allotted to the applicant. from amenity area 20/01/2016 has requested no. AM-8. With to allot 10000 sqm in its meetingdt. reference to the request land 18/03/2016has decided of the applicant, the to allot additional LAC 4000 sqm land Proposal : As per Head tor 10200 Surveyor's report, sqm and some part of the area of and plot is low lying. amenity area no. AM-8 Addl. Patalganga Industrial As per area is required Area, the statement of Patalganga as per DCRs.The LAC percentage of amenity area of has approved is more than amenity area no. AM-8 10000 sqm land that no. AM-8 is is 10200 sqm. If to the plotholder, converted into industrial 10000 sqm area but use, then the from amenity area percentage of open s aces and Annex C
Site Gradient Plan
Site Gradient Plan
Annex D
Details of Existing Trees On Project Site
Table 1: List of Matured Trees existing On site
S.No. Code No. Scientific Name Number Latitude (Northing) Longitude (Easting) 1. 1 Ficus religiosa 1 73.0204 19.0808 2. 2 Pongamia pinnata 3 73.0205 19.0807 3. 3 Pongamia pinnata 1 73.0205 19.0807 4. 4 Pongamia pinnata 1 73.0206 19.0807 5. 5 Pongamia pinnata 1 73.0205 19.0807 6. 6 Pongamia pinnata 3 73.0206 19.0807 7. 7 Azadirachta indica 1 73.0208 19.0806 8. 8 Spathodea campanulata 1 73.0208 19.0806 9. 10 Azadirachta indica 1 73.0208 19.0807 10. 10a Delonix regia 1 73.0208 19.0807 11. 11 Pongamia pinnata 1 73.0208 19.0807 12. 12 Pongamia pinnata 1 73.0208 19.0807 13. 13 Azadirachta indica 1 73.0208 19.0807 14. 14 Peltophorum pterocarpum 1 73.0208 19.0807 15. 15 Peltophorum pterocarpum 1 73.0208 19.0807 16. 16 Delonix regia 1 73.0207 19.0814 17. 17 Delonix regia 1 73.0208 19.0814 18. 18 Delonix regia 1 73.0207 19.0815 19. 19 Delonix regia 1 73.0207 19.0815 20. 20 Delonix regia 1 73.0207 19.0816 21. 21 Bombax ceiba 1 73.0207 19.0817 22. 22 Bombax ceiba 1 73.0207 19.0818 23. 23 Delonix regia 3 73.0207 19.0819 24. 24 Mangifera indica 1 73.0194 19.0808 25. 25 Mangifera indica 1 73.0195 19.0807 26. 26 Ficus benghalensis 1 73.0194 19.0806 27. 27 Azadirachta indica 1 73.0194 19.0806 28. 28 Gmelina arborea 1 73.0194 19.0805 29. 29 Delonix regia 1 73.0198 19.0807 30. 30 Gmelina arborea 2 73.0199 19.0807 31. 31 Acacia auriculiformis 1 73.0199 19.0807 32. 32 Peltophorum pterocarpum 1 73.0200 19.0807 33. 33 Pongamia pinnata 1 73.0200 19.0807 34. 34 Acacia auriculiformis 1 73.0201 19.0808 35. 35 Pongamia pinnata 1 73.0201 19.0808 36. 36 Ficus benghalensis 1 73.0201 19.0808 37. 37 Acacia auriculiformis 1 73.0203 19.0809 38. 38 Psidium guajava 1 73.0203 19.0809 39. 39 Polyalthia longifolia 1 73.0204 19.081 40. 41 Psidium guajava 1 73.0204 19.0809 41. 42 Delonix regia 1 73.0205 19.0809 42. 43 Polyalthia longifolia 1 73.0205 19.081 43. 44 Psidium guajava 1 73.0206 19.0815 44. 45 Polyalthia longifolia 2 73.0206 19.0816 45. 46 Polyalthia longifolia 1 73.0201 19.0818 46. 47 Pongamia pinnata 1 73.0201 19.0818 47. 48 Polyalthia longifolia 1 73.0201 19.0818 48. 49 Polyalthia longifolia 1 73.0201 19.0816
D1 S.No. Code No. Scientific Name Number Latitude (Northing) Longitude (Easting) 49. 50 Polyalthia longifolia 1 73.0201 19.0816 50. 51 Polyalthia longifolia 1 73.0201 19.0817 51. 52 Polyalthia longifolia 1 73.0201 19.0816 52. 53 Polyalthia longifolia 1 73.0201 19.0816 53. 54 Polyalthia longifolia 1 73.0201 19.0817 54. 55 Polyalthia longifolia 1 73.0201 19.0817 55. 56 Polyalthia longifolia 1 73.0201 19.0817 56. 57 Polyalthia longifolia 1 73.0201 19.0817 57. 58 Polyalthia longifolia 1 73.0201 19.0817 58. 59 Delonix regia 1 73.0202 19.0816 59. 60 Ficus benjamina 1 73.0203 19.0815 60. 61 Ficus benjamina 1 73.0203 19.0815 61. 62 Ficus benjamina 1 73.0202 19.0816 62. 63 Roystonea regia 1 73.0202 19.0816 63. 64 Ficus benjamina 1 73.0202 19.0816 64. 65 Ficus benjamina 1 73.0202 19.0817 65. 66 Ficus benjamina 1 73.0201 19.0817 66. 67 Ficus benjamina 1 73.0201 19.0817 67. 68 Ficus benjamina 1 73.0201 19.0817 68. 69 Ficus benjamina 1 73.0202 19.0812 69. 70 Ficus benjamina 1 73.0203 19.0813 70. 71 Ficus benjamina 1 73.0203 19.0813 71. 72 Ficus benjamina 1 73.0203 19.0814 72. 73 Polyalthia longifolia 1 73.0202 19.0811 73. 74 Polyalthia longifolia 1 73.0201 19.0811 74. 75 Polyalthia longifolia 1 73.0201 19.0812 75. 76 Polyalthia longifolia 1 73.0201 19.0812 76. 77 Polyalthia longifolia 1 73.0201 19.0812 77. 78 Polyalthia longifolia 1 73.0201 19.0812 78. 79 Polyalthia longifolia 1 73.0201 19.0812 79. 80 Polyalthia longifolia 1 73.0201 19.0812 80. 81 Polyalthia longifolia 1 73.0201 19.0813 81. 82 Polyalthia longifolia 1 73.0201 19.0813 82. 83 Moringa oleifera 1 73.0201 19.0811 83. 84 Syzygium cumini 1 73.0200 19.0812 84. 85 Ficus benghalensis 1 73.0200 19.0813 85. 86 Mangifera indica 1 73.0200 19.0813 86. 87 Mangifera indica 1 73.0200 19.0813 87. 88 Casuarina equisetifolia 1 73.0200 19.0813 88. 89 Ficus benjamina 1 73.0200 19.0813 89. 90 Delonix regia 1 73.0200 19.0813 90. 91 Mangifera indica 1 73.0200 19.0813 91. 92 Cocos nucifera 1 73.0200 19.0812 92. 93 Cocos nucifera 3 73.0199 19.0812 93. 94 Cocos nucifera 4 73.0198 19.0812 94. 95 Cocos nucifera 2 73.0197 19.0812 95. 96 Cocos nucifera 4 73.0198 19.0812 96. 97 Polyalthia longifolia 1 73.0198 19.0812 97. 97a Polyalthia longifolia 1 73.0198 19.0812 98. 97b Polyalthia longifolia 1 73.0199 19.0812
D2 S.No. Code No. Scientific Name Number Latitude (Northing) Longitude (Easting) 99. 97c Polyalthia longifolia 1 73.0199 19.0812 100. 97d Polyalthia longifolia 1 73.0199 19.0812 101. 97e Polyalthia longifolia 1 73.0200 19.0812 102. 97f Polyalthia longifolia 1 73.0200 19.0812 103. 97g Polyalthia longifolia 1 73.0200 19.0812 104. 97h Polyalthia longifolia 1 73.0198 19.0811 105. 98 Gmelina arborea 1 73.0198 19.0811 106. 99 Delonix regia 1 73.0196 19.0812 107. 100 Pongamia pinnata 1 73.0196 19.0812 108. 101 Cocos nucifera 1 73.0199 19.0813 109. 102 Delonix regia 2 73.0199 19.0813 110. 103 Peltophorum pterocarpum 1 73.0198 19.0813 111. 104 Ficus benjamina 1 73.0197 19.0814 112. 105 Syzygium cumini 1 73.0199 19.0814 113. 106 Ficus religiosa 1 73.0199 19.0814 114. 107 Alstonia scholaris 1 73.0199 19.0814 115. 108 Syzygium cumini 1 73.0200 19.0816 116. 109 Mangifera indica 2 73.0200 19.0816 117. 110 Polyalthia longifolia 1 73.0199 19.0815 118. 111 Psidium guajava 1 73.0199 19.0815 119. 112 Terminalia catappa 1 73.0198 19.0814 120. 113 Mangifera indica 2 73.0198 19.0814 121. 114 Bauhinia purpurea 1 73.0198 19.0816 122. 115 Cocos nucifera 9 73.0197 19.0815 123. 116 Psidium guajava 1 73.0196 19.0816 124. 117 Cocos nucifera 5 73.0196 19.0815 125. 118 Cocos nucifera 2 73.0197 19.0814 126. 119 Casuarina equisetifolia 1 73.0193 19.0815 127. 120 Ficus benghalensis 1 73.0194 19.0814 128. 121 Mangifera indica 1 73.0193 19.0814 129. 122 Casuarina equisetifolia 1 73.0192 19.0814 130. 123 Ficus benghalensis 1 73.0193 19.0813 131. 124 Pongamia pinnata 1 73.0193 19.0813 132. 125 Ficus benghalensis 1 73.0193 19.0813 133. 126 Mangifera indica 1 73.0192 19.0813 134. 127 Mangifera indica 1 73.0192 19.0813 135. 128 Pongamia pinnata 1 73.0192 19.0814 136. 129 Acacia auriculiformis 1 73.0191 19.0813 137. 130 Ficus benghalensis 1 73.0191 19.0813 138. 131 Pongamia pinnata 1 73.0190 19.0814 139. 132 Pongamia pinnata 1 73.0190 19.0815 140. 133 Pongamia pinnata 4 73.0189 19.0811 141. 134 Mangifera indica 2 73.0189 19.0811 142. 135 Pongamia pinnata 1 73.0188 19.0812 143. 136 Mangifera indica 3 73.0189 19.0813 144. 137 Mangifera indica 4 73.0186 19.0813 145. 138 Ficus benghalensis 1 73.0187 19.0811 146. 139 Pongamia pinnata 1 73.0189 19.0815 147. 140 Ficus benghalensis 1 73.0188 19.0815 148. 141 Leucaena leucocephala 1 73.0187 19.0815
D3 S.No. Code No. Scientific Name Number Latitude (Northing) Longitude (Easting) 149. 142 Leucaena leucocephala 4 73.0187 19.0816 150. 143 Unk 9 1 73.0190 19.0818 151. 144 Pongamia pinnata 1 73.0195 19.0817 152. 145 Ficus benghalensis 3 73.0196 19.0818 153. 146 Pongamia pinnata 1 73.0198 19.0818 154. 147 Morinda pubescens 3 73.0198 19.0819 155. 148 Syzygium cumini 4 73.0196 19.0824 156. 149 Eucalyptus globulus 1 73.0195 19.0826 157. 150 Unk 9 1 73.0202 19.083 158. 151 Ficus benghalensis 1 73.0186 19.0825 159. 152 Acacia auriculiformis 2 73.0179 19.0821 160. 153 Casuarina equisetifolia 2 73.0180 19.0817 161. 154 Syzygium cumini 1 73.0179 19.0816 162. 155 Cocos nucifera 1 73.0180 19.0816 163. 156 Unk 1 73.0180 19.0814 164. 157 Roystonea regia 1 73.0178 19.0815 165. 158 Ficus religiosa 1 73.0178 19.0815 166. 159 Unk 1 73.0176 19.0825 167. 160 Casuarina equisetifolia 1 73.0174 19.0822 168. 161 Pongamia pinnata 1 73.0174 19.0822 169. 164 Pongamia pinnata 1 73.0174 19.0822 170. 165 Gmelina arborea 1 73.0175 19.0823 171. 167 Acacia auriculiformis 1 73.0175 19.0822 172. 168 Pongamia pinnata 3 73.0176 19.0821 173. 169 Casuarina equisetifolia 1 73.0174 19.082 174. 170 Pongamia pinnata 2 73.0175 19.0821 175. 171 Pongamia pinnata 1 73.0175 19.0821 176. 172 Polyalthia longifolia 2 73.0175 19.082 177. 173 Pongamia pinnata 1 73.0176 19.082 178. 174 Peltophorum pterocarpum 1 73.0175 19.082 179. 175 Syzygium cumini 1 73.0174 19.0819 180. 176 Pongamia pinnata 1 73.0175 19.0819 181. 177 Syzygium cumini 2 73.0174 19.0818 182. 178 Albizia lebbeck 1 73.0174 19.0817 183. 179 Casuarina equisetifolia 1 73.0175 19.0816 184. 180 Psidium guajava 1 73.0175 19.0816 185. 181 Pongamia pinnata 2 73.0176 19.0816 186. 182 Mangifera indica 1 73.0175 19.0817 187. 183 Pongamia pinnata 1 73.0175 19.0817 188. 184 Polyalthia longifolia 1 73.0176 19.0818 189. 185 Polyalthia longifolia 3 73.0176 19.0818 190. 186 Polyalthia longifolia 3 73.0177 19.0818 191. 187 Polyalthia longifolia 1 73.0177 19.0818 192. 188 Psidium guajava 1 73.0176 19.0819 193. 189 Mangifera indica 1 73.0176 19.0818 194. 190 Roystonea regia 1 73.0176 19.0819 195. 191 Psidium guajava 1 73.0176 19.0819 196. 192 Polyalthia longifolia 1 73.0177 19.0819 197. 193 Polyalthia longifolia 2 73.0177 19.0817 198. 194 Polyalthia longifolia 2 73.0177 19.0817
D4 S.No. Code No. Scientific Name Number Latitude (Northing) Longitude (Easting) 199. 195 Psidium guajava 1 73.0177 19.0816 200. 196 Leucaena leucocephala 1 73.0177 19.0816 201. 197 Roystonea regia 1 73.0178 19.0815 202. 199 Psidium guajava 3 73.0176 19.0814 203. 200 Casuarina equisetifolia 1 73.0175 19.0813 204. 201 Polyalthia longifolia 1 73.0179 19.0802 205. 202 Psidium guajava 1 73.0180 19.0802 206. 205 Psidium guajava 1 73.0181 19.0802 207. 206 Ficus religiosa 1 73.0181 19.0803 208. 207 Ficus religiosa 2 73.0181 19.0803 209. 208 Psidium guajava 3 73.0182 19.0803 210. 209 Psidium guajava 2 73.0183 19.0803 211. 210 Ficus religiosa 1 73.0183 19.0803 212. 211 Ficus benghalensis 1 73.0183 19.0803 213. 212 Psidium guajava 1 73.0178 19.0802 214. 214 Acacia auriculiformis 1 73.0176 19.0824 215. 215 Delonix regia 1 73.0175 19.0825 216. 216 Ficus racemosa 1 73.0176 19.0815 Source: Ecological Survey conducted by ERM, May, 2016
D5 Figure 1: Map showing Location of Matured Trees within Project Site
D6
Annex E
Layout Plan Showing Structures existing Onsite
Figure 1: Layout Plan showing details of existing structures On Project Site
Annex F
Master Layout Plan
Figure 1: Master Layout Plan