Application for Amendment of Environmental Clearance Form I and Ia

APPLICATION FOR AMENDMENT OF ENVIRONMENTAL CLEARANCE FORM I AND IA

for

Proposed Development of the Plot Bearing No. G-4/1, T.T.C. Industrial Area, Thane- Belapur road, Ghansoli, Navi Mumbai – 400710.

Project Proponent:

M/s Loma IT Park Developers Pvt. Ltd.

Add: Plot No. G-4/1, T.T.C. Industrial Area, Thane-Belapur road, Ghansoli,

Navi Mumbai – 400710.

Tel: 022-22 30001700

Prepared by Aditya Environmental Services Pvt. Ltd. , 107, Hiren Light Industrial Estate, Mogul Lane, Mahim, Mumbai - 400 016 Tel. No.: 2445 6473 [email protected], www.aespl.co.in

APPENDIX I (See paragraph – 6) Form – 1 (I) Basic Information:-

Sr. Items Details No. 1. Name of the project/s “Loma IT Park ” at Ghansoli, Navi Mumbai. 2. S.No. in the schedule 8 ( b) New Building and Construction Projects 3. Proposed Proposal is a mixed development project having capacity/area/length/tonnage to be plot area of 1,21,405 sq.m and built up area of handled/ command area/lease area/ 3,05,942.34 sq.m number of wells to be drilled Area Statement enclosed as Annexure I . 4. New / Expansion / Modernization Amendment to Environment clearance for “Loma- IT Park” project. 5. Existing Capacity/ Area etc. • Existing Sanctioned project details as per granted EC vide letter no EC- 08/1437/CR3/TC1 dated 29 January 2010. • Subsequently was revalidated on 30 th March 2015. 6. Category of Project i.e. ‘A’ or ‘B’ Category ‘B’ 7. Does it attract the general Not applicable condition? If Yes, please specify. 8. Does it attract the specific Not applicable condition? If Yes, please specify 9. Location Navi Mumbai, Maharashtra. Plot/Survey/Khasra No. Plot No. G-4/1, T.T.C. Industrial Area, Thane- Belapur road, Ghansoli, Navi Mumbai – 400710. Village Ghansoli Tehsil Thane District Thane State Maharashtra 10. Nearest railway station/airport along Nearest Railway Station : Ghansoli with distance in kms. Nearest Airport : Chhatrapati Shivaji International Airport 11. Nearest town, city, district Thane headquarters along with distance in kms. 12. Village panchayats, ZilaParishad, Maharashtra Industrial Development Corporation Municipal Corporation, Local body (MIDC) (complete postal addresses with telephone nos. to be given) 13. Name of the applicant 14. Registered address ‘Loma IT Park Developers Pvt. Ltd.’ Plot No. G-4/1, T.T.C. Industrial Area, Thane- Belapur road, Ghansoli, Navi Mumbai – 400710 Phone no: 022-22 30001700 Fax: 022 -66101564 15. Address for correspondence: Same as above Name Mr. Onkar Shetye Designation (Owner/Partner/CEO) Senior Manager Address ‘Loma IT Park Developers Pvt. Ltd.’ Plot No. G-4/1, T.T.C. Industrial Area, Thane- Belapur road, Ghansoli, Navi Mumbai – 400710 Phone no: 022- 30001700 Fax: 022-66101564 Pin Code 400710 E-mail [email protected] Telephone No. 022 30001700 Fax No. 022 66101564 16. Details of Alternatives Sites examined, if any. Location of these Not Applicable sites should be shown on a Topo sheet 17. Interlinked Project No. 18. Whether separate application of interlinked project has been No submitted? 19. If Yes, date of Submission Not Applicable 20. If no, reason Not Applicable 21. Whether the proposal involves Not Applicable approval/clearances under: if yes, details of the same and their status to be given. The Forest (Conservation) Act, 1980? The Wildlife (Protection) Act, 1972? The C.R.Z Notification, 1991? 22. Whether there is any Government Plans are approved by MIDC Order /Policy relevant/ relating to the site? 23. Forest land involved (hectares) No 24. Whether there is any litigation No pending against the project and/or land in which the project is propose to be set up? Name of the court Case No. Orders/directions of the Court, if any and its relevance with the proposed project.

(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.)

Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities /rates, wherever possible) with source of information data 1.1 Permanent or temporary change No There will be no change in land use. in land use, land cover or The land under reference is located in topography including increase in MIDC and proposed development is as intensity of land use (with per MIDC regulations. (Enclosed as respect to local land use plan) Annexure) 1.2 Clearance of existing land, Yes One building is existing on site which vegetation and buildings? will be demolished for further development. As per previous EC one building has been constructed and the same will be retained. 1.3 Creation of new land uses? No There will be no change in land use. 1.4 Pre-construction investigations Yes Geological investigations report is e.g. bore houses, soil testing? enclosed. 1.5 Construction works? Yes Construction of IT and Residential buildings.

1.6 Demolition works? No One building is existing on site which will be demolished for further development. 1.7 Temporary sites used for Yes Temporary housing facility for construction works or housing of workers on site during construction construction workers? phase 1.8 Above ground buildings, Yes Construction of IT and Residential structures or Earthworks buildings. including linear structures, cut and fill or excavations Underground works including NA 1.9 No mining or tunneling? 1.10 Reclamation works? No NA

1.11 Dredging? No NA

1.12 Offshore structures? No NA

1.13 Production and manufacturing No NA processes? 1.14 Facilities for storage of goods or Yes Temporary sheds will be used for materials? storage of the construction goods or materials. 1.15 Facilities for treatment or Yes During operation phase, STP will be Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities /rates, wherever possible) with source of information data disposal of solid waste or liquid provided to treat waste water (sewage) effluents? generated and solid waste generated will be segregated. Bio degradable waste will be treated in proposed OWC on site. E- waste generated will be sent to authorized recyclers. 1.16 Facilities for long term housing No Not applicable. of operational workers?

1.17 New road, rail or sea traffic No Construction phase : during construction or There will be temporary increase in operation? traffic due to transport of construction material. Operation phase: There will be vehicular traffic due to daily commuting of workforce in the proposed IT building and residents and visitors in the residential building. 1.18 New road, rail, air waterborne Yes Internal roads will be constructed as a or other transport infrastructure part of the project. including new or altered routes and stations, ports, airports etc.? 1.19 Closure or diversion of existing No NA transport routes or infrastructure leading to changes in traffic movements? 1.20 New or diverted transmission No NA lines or pipelines? 1.21 Impoundment, damming, No Not applicable culverting, realignment or other changes to the hydrology of watercourses or aquifers? 1.22 Stream crossings? No Not applicable 1.23 Abstraction or transfers of water No Not applicable form ground or surface waters? 1.24 Changes in water bodies or the No Not applicable land surface affecting drainage or run-off? 1.25 Transport of personnel or Yes Construction phase: materials for construction, There will be temporary and minor operation or decommissioning? influx of workers during the construction phase. Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities /rates, wherever possible) with source of information data Operation Phase: There will be influx of people employed with the IT park during the peak hours in the morning and evening. The employees will use public transport system/ self owned vehicles/ employer run buses for commuting. Also influx of people will be due to residing people. 1.26 Long-term dismantling or No One building is existing on site which decommissioning or restoration will be demolished for further works? development. 1.27 Ongoing activity during Yes Demolition waste will be disposed to decommissioning which could authorized site. have an impact on the environment? 1.28 Influx of people to an area in Yes Construction phase: either temporarily or There will be temporary and minor permanently? influx of workers during the construction phase. Operation Phase: The influx of people will be on a temporary basis, i.e. employed staff commuting during the peak hours. Permanent influx of people will be due to residing people. 1.29 Introduction of alien species? No NA 1.30 Loss of native species or genetic No NA diversity? 1.31 Any other actions? No NA

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):

Sr. Information/checklist Yes/ Details thereof (with approximate No. confirmation No quantities /rates, wherever possible) with source of information data 2.1 Land especially undeveloped or No The plot is in a notified industrial zone of agricultural land (ha) Maharashtra Industrial Development Corporation. 2.2 Water (expected source & Yes a. MIDC water: For bathing, washing and Sr. Information/checklist Yes/ Details thereof (with approximate No. confirmation No quantities /rates, wherever possible) with source of information data competing users) unit: KLD drinking. b. Recycled water from S.T.P: For flushing and gardening. IT Park: Fresh water required:525cmd Recycled water required:1050 cmd Total water requirement: 1575 cmd Residential: Fresh water required: 525 cmd Recycled water required:338 cmd Total water requirement: 1013 cmd Gardening : 61cmd Total water requirement : 2648 cmd 2.3 Minerals (MT) Yes. The proposal pertains to construction activity only. Raw materials like cement, sand segregate, gypsum will be used during construction. 2.4 Construction material – stone, Yes Raw Materials required during aggregates, sand / soil construction: (expected source – MT) Raw Material Unit Quantity RMC m3 608936 Cement bags 645841 Sand m3 66429 Total aggregate m3 55358 Water m3 64584 Bricks Nos x 25280 1000 Steel MT 6458

2.5 Forests and timber (source – No NA MT) 2.6 Energy including electricity and Yes Source: Maharashtra State Electricity fuels (source, competing users) Distribution Co. Limited (MSEDCL) Unit: fuel (MT), energy (MW) Construction Phase:50 kW Operation Phase : IT Park :920 kW Residential :1650 kW 2.7 Any other natural resources No NA (use appropriate standard units)

3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health.

Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities/ rates, wherever possible) with source of information data 3.1 Use of substances or materials, No NA which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies) 3.2 Changes in occurrence of disease No NA or affect disease vectors (e.g. insect or water borne diseases) 3.3 Affect the welfare of people e.g. by No Proposed activity will create direct and changing living conditions? indirect employment/ business opportunities for local population, leading to income generation and will thus have a positive impact by improving living conditions. 3.4 Vulnerable groups of people who No NA could be affected by the project e.g. hospital patients, children, the elderly etc., 3.5 Any other causes No NA

4. Production of solid wastes during construction or operation or decommissioning (MT/month)

Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities/rates, wherever possible) with source of information data 4.1 Spoil, overburden or mine No NA wastes 4.2 Municipal waste (domestic and Yes Construction Phase: or commercial wastes) Biodegradable waste: 53 Non biodegradable waste: 22 Total solid waste: 75

Operation Phase: IT: Biodegradable waste: 2625 kg/day Non biodegradable waste: 6125 kg/day Total solid waste generated: 3750 kg/day

Residential: Biodegradable waste: 2625 kg/day Non biodegradable waste: 1125 kg/day Total solid waste generated: 3750 kg/day

Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities/rates, wherever possible) with source of information data Total Solid waste generated : 12500 kg.day 4.3 Hazardous wastes (as per Yes Electronic wastes generated Hazardous Waste Management occasionally such as old computers, Rules) electronic equipment; and hazardous waste (batteries, etc) shall be separately stored and disposed off as per guidelines of MPCB / CPCB. 4.4 Other industrial process wastes No NA

4.5 Surplus product No NA

4.6 Sewage sludge or other sludge Yes Dried sludge will be treated in OWC from effluent treatment and used as manure

4.7 Construction or demolition wastes Yes Raw Unit Quantity of Material waste generated Cement bags 21312.75 Sand m3 1926.44 Total m3 1716.09 aggregate Steel MT 219.6

4.8 Redundant machinery or No Construction phase: Not applicable equipment Operation phase: Electronic wastes generated occasionally such as old computers and electronic equipment. 4.9 Contaminated soils or other No Soil investigation reports did show materials contamination of soil by spillages etc. by previous existing industry, however the land was acquired after decommissioning.

5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)

Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities/rates, wherever possible) with source of information data 5.1 Emissions from combustion of Yes Vehicular pollution during fossil fuels from stationary or construction and operation phases. mobile sources Use of DG sets (to be used as emergency power back up only) will add to slight emission of air pollutants, which will be a rare occurrence. 5.2 Emissions from production No NA processes 5.3 Emissions from materials Yes Construction Phase: Increase in handling including storage or SPM/RSPM values due to construction transport material handling, which would be of a short term and localized nature. Operation Phase: Increase in vehicular pollution. Use of DG sets (to be used as an emergency power back up only) will add to slight emission of air pollutants, which will be a rare occurrence. 5.4 Emissions from construction Yes Increase in SPM/RSPM values which activities including plant and would be of a short term and localized equipment nature.

5.5 Dust or odors from handling of Yes Increase in SPM/RSPM values during materials including construction construction phase materials, sewage and waste 5.6 Emissions from incineration of No NA waste 5.7 Emissions from burning of No Construction debris will be disposed waste in open air (e.g. slash off at authorized site. materials, construction debris) 5.8 Emissions from any other No NA sources 6. Generation of Noise and Vibration, and Emissions of Light and Heat:

Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities/ rates, wherever possible) with source of information data with source of information data 6.1 From operation of equipment Yes Construction phase: Noise will be e.g. engines, ventilation plant, generated by machinery used for crushers construction, viz. cranes, excavators, dumpers, earth compactor, concrete mixer, bar cutting machine. Also, dismantling of the existing Plant and demolition of the property will be a source of noise pollution before construction. Operation phase: Source of Noise will be (i) vehicular traffic during weekdays, (ii) DG sets (to be used only in case of emergency) 6.2 From industrial or similar No NA Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities/ rates, wherever possible) with source of information data with source of information data processes 6.3 From construction or demolition Yes Due to construction work. Noise pollution will be due to operation of machinery as well as transportation vehicles. This may affect the nearby area. Following precautions shall be taken to control noise pollution. High noise generating construction activities would be carried out only during day time. Installation, use and maintenance of mufflers on equipment Workers working near high noise construction machinery would be supplied with ear muffs/ear plugs 6.4 From blasting or piling Yes NA

6.5 From construction or Yes Due to transport of construction operational traffic materials by trucks, some noise will be generated. However, this will be temporary in nature. During operation phase, traffic noise will be generated during peak hours only. 6.6 From lighting or cooling No NA systems

6.7 From any other sources No NA

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:

Sr. Information/Checklist confirmation Yes/ Details thereof (with No. No approximate quantities/rates, wherever possible) with source of information data 7.1 From handling, storage, use or No NA spillage of hazardous materials 7.2 From discharge of sewage or other No Sewage will be treated in the effluents to water or the land Sewage Treatment Plant. Treated (expected mode and place of wastewater will be reused. discharge) 7.3 By deposition of pollutants emitted to No The project pertains to Sr. Information/Checklist confirmation Yes/ Details thereof (with No. No approximate quantities/rates, wherever possible) with source of information data air into the land or into water development of an IT park cum Residential complex and no such emissions are envisaged. DG set will be used, only in case of emergency situations (in case of power failure), hence the pollution will be of a minor, and localized nature. 7.4 From any other sources No NA 7.5 Is there a risk of long term buildup of No NA pollutants in the environment from these sources?

8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment

Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities/ rates, wherever possible) with source of information data 8.1 From explosions, spillages, fires No NA etc from storage, handling, use or production of hazardous substances 8.2 From any other causes No NA

8.3 Could the project be affected by No NA natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, cloudburst etc)?

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

Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities /crates, wherever possible) with source of information data Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities /crates, wherever possible) with source of information data 9.1 Lead to development of The infrastructure that accompanies the supporting facilities, ancillary proposed development include: development or development • STP for treatment and recycling of stimulated by the project which wastewater generated on site could have impact on the • Energy efficient electrical installations environment e.g.: for conserving electricity. Yes. • Tree plantation / landscaping for green • Supporting infrastructure belt development. (roads, power supply, waste or • Rainwater harvesting waste water treatment, etc.) • Internal roads for onsite traffic • housing development movement • extractive industries • Adequate parking spaces • supply industries • Solar energy utilization technology • other 9.2 Lead to after-use of the site, No NA which could have an impact on the environment 9.3 Set a precedent for later Yes The project pertains to development of developments IT park cum residential complex, which will have a positive effect in development of employment opportunities and living. The surrounding area might also develop for providing other facilities viz. markets, restaurants, which will further lead to development of indirect employment opportunities. 9.4 Have cumulative effects due to Yes Being located in Navi Mumbai, with proximity to other existing or other IT parks in vicinity, the proposed planned projects with similar project will supplement the growth of effects this industry in the city and will provide direct and indirect employment opportunities to local educated youth.

(III) Environmental Sensitivity

Sr. Areas Name/ Aerial distance No. Identity (within 15 km.) Proposed project location boundary 1 Areas protected under No NA international conventions, national or local legislation for their ecological, landscape, cultural or other related value Sr. Areas Name/ Aerial distance No. Identity (within 15 km.) Proposed project location boundary 2 Areas which are important or Ghansoli mangroves 2.5 km west of sensitive for ecological reasons project site. - Wetlands, watercourses or Vikhroli mangroves other water bodies, coastal About 7 km south- zone, biospheres, mountains, west of project site, forests used by migratory birds as a refuge. 3 Areas used by protected, Ghansoli mangroves 2.5 km west of important or sensitive species project site. of flora or fauna for breeding, Vikhroli mangroves nesting, foraging, resting, over About 7 km south- wintering, migration west of project site, used by migratory birds as a refuge. 4 Inland, coastal, marine or Thane creek About 1.5 km west underground waters. of the site 5 State, National boundaries. -- NA 6 Routes or facilities used by the -- NA public for access to recreation or other tourist, pilgrim areas. 7 Defense installations -- NA 8 Densely populated or built-up Navi Mumbai Residential The site is located area area in MIDC-TTC, adjacent to Navi Mumbai. About 2 km to South.

Mumbai 4.5 km to West,

Thane 6 km to North. 9 Areas occupied by sensitive Tilak International School 620 mt to South man-made land uses West (hospitals, schools, places of worship, community facilities) Divine Hospital 650 mt to West

Ghansoli Police station 765 mt to South West 10 Areas containing important, -- NA high quality or scarce resources. (ground water resources, Sr. Areas Name/ Aerial distance No. Identity (within 15 km.) Proposed project location boundary surface resources, forestry, agriculture, fisheries, tourism, minerals) 11 Areas already subjected to -- NA pollution or environmental damage. (those where existing legal environmental standards are exceeded) 12 Areas susceptible to natural -- NA hazard which could cause the project to present environmental problems. (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

I hereby given undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage' the project will be rejected and clearance give, if any to the project will be revoked at our risk and cost. t, Dare: 26 lTlzot'{ Place: Navi Mumbai

Senior Manager Loma IT Parlc Plot No. Gen- 4/1, TTC Industrial Are4 Thane -Belapur Roa4 Ghansoli, Navi Mumbai - 400710

NOTE:

1. The projects involving clearance under Coastal Regulation Zone Notificatioq 1991 shall submit with the application a C.R.Z map duly demarcated by one of the authorized agencies, showing the project activities, w.r-t C-R.Z (at the stage of TOR) and the recommendations of the State Coastal Zone Management Authority (at the stage of EC). Simultaneous action strall also be taken to obtain the requisite clearance under the provisions of the C.RZ Notifrcation" 1991 forthe activities to be located in the CRZ.

2. The projects to be located within l0 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenficated by Chief Wildlifq Warden showing these features vis-a-vis thg nroject location and the recommendations or comments or the Chief Wildlife Warden thereon (at the stage ofEC).

3. All correspondence with the Ministry of Environment & Forests including submission of application for TOR/Environmental Clearance, subsequent clarifications, as may be required form l:me to time, participation in the EAC Meeting on behalf of the project proponent shall be made by the authorized signatory only. The authorized signatory should also submit a document in support of his claim of being an authorized signatory for the specific project. APPENDIX - II

FORM-1 A CHECK LIST OF ENVIRONMENTAL IMPACTS

1. LAND ENVIRONMENT

1.1 Will the existing land use get significantly altered from the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use if any and the statutory approval from the competent authority are submitted). Attach Maps of (i) Site location, (ii) Surrounding features of the proposed site (within 500 meters) (iii) Contour plan The site is located on MIDC TTC Industrial Belt.

The land use is for IT-ITES and IT Support Services. The total plot area is 1,21,405 m2

The proposal is for amendment of masterplan and expansion of development for IT-ITES and IT Support Services (Residential) development.

Proposed land use conforms to the approved Master Plan/Development Plan of the area, Thus will continue to remain consistent with surroundings

The site is connected to the city of Mumbai via road and rail. The Thane Belapur road borders the site on the west. Satellite towns of Navi Mumbai are on the western side, viz. Airol and Rabale to the northwest; Ghansoli to the west; and Kopar Khairane to the southwest. The site is a part of TTC MIDC area. Cabot India Ltd. is located to the south of the site. IT & R&D facility owned by Reliance Industries Ltd. is located to the north. A secondary road and hill lie to the east. There is industrial activity on three sides of the site. The total area of the plot is approximately 1,21,405 sq.m . The site topography is characterized by a mild slope from northeast to southwest.

Surrounding features of are enclosed as Annexure II.

1.2 List out all the major project requirements in terms of the land area, built up area, water consumption, power requirement, connectivity, community facilities, parking needs etc.

Name & Location: Loma –IT Park located on Plot No. G-4/1, T.T.C. Industrial Area, Thane-Belapur road, Ghansoli, Navi Mumbai, Maharashtra by Loma IT Park Developers Pvt. Ltd. Area: Total Plot area: 1,21,405 Sq. m Total Construction Area : 3,05,942.34 Sq m

Prepared by : Aditya Environmental Services Pvt. Ltd.

Water Requirement : During Non-monsoon Season IT Park: Fresh water required:525cmd Recycled water required:1050 cmd Total water requirement: 1575 cmd

Residential: Fresh water required: 675 cmd Recycled water required:338 cmd Total water requirement: 1013 cmd Gardening : 61 cmd

Power Requirement: During Construction Phase: Demanded Load : 50 KW(65KVA), LT metering Source of Power Supply : Maharashtra State Electricity Distribution Company Limited (MSEDCL)

During Operational Phase: Source : Maharashtra State Electricity Distribution Company Limited (MSEDCL)

IT Park :920 kW Residential :1650 kW

Solid Wastes: During Construction Phase: Biodegradable waste: 53 Non biodegradable waste: 22 Total solid waste: 75

During Operation Phase: IT: Biodegradable waste: 2625 kg/day Non biodegradable waste: 6125 kg/day Total solid waste generated: 3750 kg/day

Residential: Biodegradable waste: 2625 kg/day Non biodegradable waste: 1125 kg/day Total solid waste generated: 3750 kg/day

Total Solid waste generated : 12,500 kg.day

Connectivity: The site is located in Ghansoli, Navi Mumbai. It lies east of the Thane Belapur road, which is connected to Thane, Kalyan, Panvel, Mumbai and surrounding areas. The nearest railway station is Ghansoli, which is a part of the harbour line of the Central railway.

Prepared by : Aditya Environmental Services Pvt. Ltd.

1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing land use and disturbance to the local ecology). The site is a part of the industrial zone developed by the Maharashtra Industrial Development Corporation (MIDC). There will be no adverse impact on facilities adjacent to proposed site.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Details of soil type, slope analysis, vulnerability to subsidence, seismicity etc may be given). No. The land is fairly level. No major excavation will be carried out. The impact on the land in terms of soil erosion will be temporary in nature during the construction phase due to excavation activities. After the completion of project, some of the land will be paved, and the remaining open spaces will be converted into landscapes and green cover. So there will be no erosion during the operation phase. Soil type: LAYER THICKNESS 1- Back fill From ground surface, 0.5to3.0m 2-Black Silty Clay From ground surface, 0.5to3.0m 3-Brown Silty /Clayey Sand 0.65 to 2.1m 4-Brown Completely Weathered Rock 1.0 to 4.1 m 5-Grey Basalt -- Seismicity: Thane region comes under zone IV of seismic region.

1.5 Will the proposal involve alteration of natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site) No natural drains exist on site, hence not applicable.

1.6 What are the quantities of earthwork involved in the construction activity cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.) No major excavation will be carried out; the earth work will be restricted to foundation of the buildings. The excavated soil shall be used entirely within the plot as fill material. No soil will be transported out of the premises for disposal.

1.7 Give details regarding water supply, waste handling etc during the construction period. Water supply : The site has a water connection from MIDC at present, which will supply water for construction. Waste handling : The excavated soil shall be used entirely within the plot as fill material. No soil will be transported out of the premises for disposal.

1.8 Will the low-lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity) No there will be no modification of low lying areas.

Prepared by : Aditya Environmental Services Pvt. Ltd.

1.9 Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labor and the means of disposal)

No, the construction debris and waste will not cause any health hazard. • Various types of construction debris such as bricks, blocks, steel, formwork, finishing materials will be generated. • Quantity of waste for the entire construction: Raw Material Unit Quantity of waste generated Cement Bags 21312.75 Sand m3 1926.44 Total aggregate m3 1716.09 Steel MT 219.6 • The debris will be segregated and stored in separately earmarked area away from construction site.

2. WATER ENVIRONMENT

2.1 Give the total quantity of water requirement for the proposed project with the breakup of requirements for various uses. How will the water requirement met? State the sources & quantities and furnish a water balance statement. Source of water: MIDC water supply will be the source of water for domestic and flushing purposes., MIDC water will be used for domestic purpose, treated waste water from sewage treatment plant (STP) water will be used for cooling towers, flushing, gardening and other secondary purposes. Water shall be used in the following : a. MIDC water : For domestic use viz. washing, drinking etc. b. Recycled water from S.T.P : For Flushing, and gardening.

IT Park: Fresh water required:525cmd Recycled water required:1050 cmd Total water requirement: 1575 cmd

Residential: Fresh water required: 675 cmd Recycled water required:338 cmd Total water requirement: 1013 cmd Gardening : 61 cmd

Total water requirement : 2648 cmd

2.2 What is the capacity (dependable flow or yield) of the proposed source of water? • MIDC has already allocated water for the site. The total installed Capacity of the water supply system of MIDC for Navi Mumbai area is: 1940 MLD (Its current utilization is 1286 MLD). Hence sufficient water

Prepared by : Aditya Environmental Services Pvt. Ltd.

is available from MIDC. • However, as an environment friendly measure recycling of treated sewage is proposed by setting up an STP with a capacity of 1640 CMD. • Treated wastewater will be used for like flushing and gardening. • Rainwater harvesting during 4 months of monsoon will help in supplementing water supply.

2.3 What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality) MIDC is supplying water for domestic and flushing purpose. Since MIDC has already been supplying treated potable water to domestic as well as industrial consumers, the water quality is consistent with the requirement from a municipal source.

2.4 How much of the water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage) 1455 cmd can be met from recycling of sewage water. The water requirement for gardening and flushing will be furnished from treated STP water.

2.5 Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption) No. Water already allotted to the site will be used, therefore no diversion from other users.

2.6 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity) Total wastewater generated will be 1636 CMD Raw Sewage Treated Sewage pH 7- 8.5 6- 8.5 BOD5 250-400 mg/l <10 mg/l COD 600-800 mg/l <30 mg/l SS 200-450 mg/l <5 mg/l Oil & grease 50 mg/l <5 mg/l There will be net reduction in pollution load.

2.7 Give details of the water requirements met from rain water harvesting? Furnish details of the facilities created. The rain water from terraces and other open areas shall be collected through rain water down-take pipes and connected through catch basins and stored in U.G storage tank. However, the rain water from hard courts and parking area shall be collected directly by catch basins & connected to rain water percolation pits. Excess rain water shall flow to the area storm water drain.

2.8 What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis?

Prepared by : Aditya Environmental Services Pvt. Ltd.

Would it aggravate the problems of flooding or water logging in any way? The runoff characteristics will not undergo any change as the site is already developed with well engineered network of storm drains. The storm drain will be retained in the proposed development with some diversion with prior approval from MIDC.

2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any) No ground water tapping will be done. The ground water table lies in the range of 1.60 to 4.0 m below natural ground level. There will be a beneficial impact due to recharging of harvested rain water.

2.10 What precautions/measures are taken to prevent the run-off from construction activities polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts) Site will have well designed network of storm drains. Also sub plinth work will not be carried out during monsoon.

2.11 How is the storm water from within the site managed?(State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels) Storm water drainage shall consist of open drain with percolation pits at required locations. Excess rain water shall overflow into the storm water drain of MIDC.

2.12 Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation) No. Adequate sanitation facilities will be provided.

2.13 What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology & facilities for recycling and disposal) All sewage drainages will be connected at one central point and will go to the sewage treatment plant. An STP of capacity 1640 CMD will be provided. Treated water will be utilized for flushing and gardening.

2.14 Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use. Potable water will be used for domestic purpose. There will be separate lines and tanks for treated wastewater to be used for flushing and gardening

3. VEGETATION

3.1 Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with it’s unique features, if any) No, the site is already part of existing industrial area. The surrounding area is fully urbanized.

Prepared by : Aditya Environmental Services Pvt. Ltd.

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) No trees to be cut.

3.3 What are the measures proposed to be taken to minimize the likely impacts on important site features (Give details of proposal for tree plantation, landscaping, creation of water bodies etc along with a layout plan to an appropriate scale) All open spaces will be developed as landscape area of 12,140 sq.m. Tree plantation will be initiated at construction phase.

4. Fauna

4.1 Is there likely to be any displacement of fauna - both terrestrial and aquatic or creation of barriers for their movement? Provide the details. No, the project site is a part of a designated industrial zone and will not impact biological environment adversely.

4.2 Any direct or indirect impacts on the avifauna of the area? Provide details No, the project site is a part of a designated industrial zone and will not impact biological environment adversely.

4.3 Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna. Not applicable.

5. AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give details of background air quality levels with predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed constructions) • During the construction phase there will be a temporary increase in air pollution (particularly dust levels) due to transport of materials. • The present project pertains to creation of a private IT park there will be no continuous source of air pollution except vehicular traffic after completion of the project. • Due to presence of open spaces and landscape gardens, there will no heat island effect.

5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give details in relation to all the meteorological parameters. • There will be an increase in dust levels during land development and transport of materials during the construction phase. • During the operation phase there will be some pollution from the

Prepared by : Aditya Environmental Services Pvt. Ltd.

vehicular exhaust. • However, the movement of vehicles will be only during certain hours and will not result in a major impact.

5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the management at the entry & exit to the project site. Parking: The proposal will not create a shortage of parking space for vehicles. The main parking lot will be located in the stilt and first floor of both the buildings. Separate entry and exit points will be specified with an internal road network to ease flow of traffic and avoid idling of vehicles within site. 5.4 Provide details of the movement patterns with internal roads, pedestrian pathways, footpaths etc., with areas under each category. The main internal road from the main entry gate will be 15 m wide.

5.5 Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above.

Movement of buses and private vehicles on site may marginally contribute to noise. In order to avoid this, following measures will be adopted.

Sufficient provision of parking will be provided.

The total land reserved for green belt is 12,140 sq.m.

5.6 What will be the impact of DG sets & other equipment on noise levels & vibration in & ambient air quality around the project site? Provide details. DG sets are proposed to supply power as the emergency supply system only in case of shut down/break down of main power supply. So there will be no impact on noise levels and vibration on a regular basis as these will not be used daily.

6. Aesthetics

6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations taken into account by the proponents? No. The plot is in a notified industrial zone and is surrounded by buildings.

6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? No, there will not be any adverse impacts from new construction. All structures constructed on site will be new except one existing building. Construction debris will be segregated and disposed off at authorized site. Recyclable material (such as iron, steel, glass etc.) will be sold to scrap dealers.

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

Prepared by : Aditya Environmental Services Pvt. Ltd.

The site is part of the industrial estate. The proposed development will be created with large areas dedicated to landscape gardens and open spaces. Overall development will create harmonious environment for the proposed activities.

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the proposed site have been considered. No.

7. Socioeconomic impact

7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details. Yes, there will be a marginal change in the demographic structure with the development of the Residential complex and IT park. There will be temporary increase in the number of people during the construction phase and a marginal influx of people in the local area after the completion of the project. There will be positive impact in the earning capacity of the local population due to direct & indirect employment opportunities.

7.2 Give details of the existing social infrastructure around the proposed project. Presently, Navi Mumbai functions as an industrial, residential and commercial area. The towns of Vashi, Koparkhairane and Airoli are close to the project site and have adequate infrastructure facilities. Navi Mumbai provides an integrated transportation comprising of roads, railways, waterways and air transport. The local suburban rail present in two corridors (Thane-Sanpada and Mankhurd-Belapur-Panvel) provide fast and economical mode of transportation. The Sion-Panvel feeder to NH4 (8 lane with divider) and Thane-Belapur road (6 lane with divider) are the main arterial roads that ensure smooth flow of inter-city and intra- city vehicular traffic. As located in urban area site is well connected with all social infrastructure, few are mentioned below: Tilak International School at 620 mt to South West Divine Hospital at 650 mt to West Ghansoli Police station at 765 mt to South West

7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? No.

8. Building material

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

Prepared by : Aditya Environmental Services Pvt. Ltd.

Air-conditioning: Building Management System (BMS) is proposed to utilize energy efficiently & to avoid misuse. All motors for HVAC systems, which are a major part of energy requirement, shall be connected through BMS, such that they operate efficiently with dual speed power saving motors & thermostat controls & to operate only when required in various areas of the building.

Lighting: All lamps shall be energy saving Compact Fluorescent Lamps (CFL) with maximum lumen per Watt. All service areas, circulation areas & staircase shall be provided with electronic ballast to save energy. Energy efficient fluorescent tube lights & CFL lamps which give approx. 80% more light output for the same watts consumed & therefore requires less no. of fixtures & corresponding lower point wiring costs. - All fluorescent light fixtures will be specified to incorporate electronic chokes which have less watt-loss compared to electromagnetic chokes & result in superior operation power factor. Electronic chokes also improves life of the fluorescent lamps. - Copper conductor cables will be specified for sizes of 25 sq. mm & below, this will reduce losses & improve reliability. All cables will be de-rated to avoid heating during use. This also indirectly reduces losses & improves reliability. - Variable frequency drives will be incorporated on motor feeders which will save considerable energy. - Power factor of complete electrical system will be maintained close to unity. This will reduce electrical power distribution losses in the installation. - Solar energy to be used to operate external lights, viz. atreet lights, basements, landscape.

8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? Regular sprinkling of water within the project site, the use of covered trucks for transport of materials and periodic maintenance of vehicles will minimize the impacts. Trucks will ply in non-peak hours to reduce/ avoid noise and public nuisance. Barricading will be done in construction area and there will be separate entry for construction material trucks. Dumping area will be barricaded.

8.3 Are recycled materials used in roads and structures? State the extent of savings achieved? Fly ash containing concrete will be used for construction of buildings. Substratum removed during foundation and excavation will be used as far as possible for plot filling and for making pathways.

8.4 Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project. The proposed project will include an IT park and Residential complex and the solid waste generated during the operation phase will be segregated. The biodegradable waste will be composted in OWC & non-biodegradable waste will be sent to MSW, and electronic waste will be sent to authorized recyclers.

Prepared by : Aditya Environmental Services Pvt. Ltd.

9. Energy conservation

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

Construction Phase:50 kW

Operation Phase : IT Park :920 kW Residential :1650 kW

Source:- Maharashtra State Electricity Distribution Co. Limited (MSEDCL)

Backup source: In the event of power failure from the main source there will be 100% power backup by means of DG Sets.

Lighting: HF ballast, CFL lights, soft starters and VSD’s will be used in place of conventional lighting systems. This will ultimately result in saving 86.4 lakh KWh or 17.6% energy.

9.2 What type of, and capacity of, power back-up do you plan to provide? In the event of power failure from the main source there will be 100% power backup by means of DG Sets.

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation? Glass Specifications : Double Glass with following details: a. For North Glazing U = 0.3 Btu / Hr Sqft deg F Shading Coefficient: 0.4 Visible Light Transmission: 60%

b. For Other Glazing U = 0.3 Btu / Hr Sqft deg F Shading Coefficient: 0.4 Visible Light Transmission: 40%

c. Overall glass areas(external): 80 % of wall areas

9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. Solar energy will be used in the complex to meet all hot water requirements. External lighting which would include street lights, basements, landscape etc. would run on solar energy

Prepared by : Aditya Environmental Services Pvt. Ltd.

9.5 Does the layout of streets & buildings maximise the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details. Solar energy will be used in the complex to meet all hot water requirements. External lighting which would include street lights, basements, landscape etc. would run on solar energy

9.6 Is shading effectively used to reduce cooling/heating loads? What principles have been used to maximize the shading of Walls on the East and the West and the Roof? How much energy saving has been effected? East & West walls : U = 0.1 Btu / Hr Sqft OF

North & South Walls : U = 0.1 Btu / Hr Sqft OF

Roof (Exposed to sun) with thermal : U = 0.045 Btu / Hr Sqft OF insulation

Glass Specifications : Double Glass with following details: a. For North Glazing U = 0.3 Btu / Hr Sqft deg F Shading Coefficient: 0.4 Visible Light Transmission: 60%

b. For Other Glazing U = 0.3 Btu / Hr Sqft deg F Shading Coefficient: 0.4 Visible Light Transmission: 40%

c. Overall glass areas(external): 80 % of wall areeas

Lights : 1.1 W/ Sqft for Office Areas and 2.0 W/Sqft for Shops and Resturents

Outdoor Fresh Air Addition Rate : As per (ASHRAE 62.1-2004 + 30% extra)

9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical systems? Provide technical details. Provide details of the transformers and motor efficiencies, lighting intensity and air-conditioning load assumptions? Are you using CFC and HCFC free chillers? Provide specifications. D.G. Sets: In the event of power failure from the main source there will be 100% power backup by means of DG Sets. Lighting intensity: HF ballast, CFL lights, soft starters and VSD’s will be used in place of conventional lighting systems.

Prepared by : Aditya Environmental Services Pvt. Ltd.

9.8 What are the likely effects of the building activity in altering the micro- climates? Provide a self assessment on the likely impacts of the proposed construction on creation of heat island & inversion effects? The plot plan includes sufficient landscapes, gardens, green belts and open spaces intermediating with the proposed buildings. The project proposes to utilize energy efficient materials in the construction of the buildings (that will emit less energy). All these factors will together check and offset any heat island effects and help in keeping the temperature cool.

9.9 What are the thermal characteristics of the building envelope? (a) roof; (b) external walls; and (c) fenestration? Give details of the material used and the U-values or the R values of the individual components. Please refer Item 9.6

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

FIRE FIGHTING SYSTEM

Fire fighting systems shall be designed to ensure life safety to the occupants of the building. Fire fighting systems shall be designed in accordance with latest standards and codes prevalent in India Generally following Codes and standards shall be followed- • MIDC rules and Byelaws. • National building Code of India 2005 Part 4. • Requirements set by Chief Fire Officer, MIDC. • I.S 15105- Code for Design and Installation of fixed automatic sprinkler fire extinguishing system. • I.S 3844- Code of practice for Installation and maintenance of Internal fire hydrants and hose reels on premises. • NFPA 13: Code for Design & Installation of Sprinkler system. • NFPA 20: Code for design of Fire pumps.

SYSTEM DESCRIPTION : Water shall be drawn from fire reserve tanks in basement by electrically driven jockey pumps, fire pump and sprinkler pump. A standby diesel engine driven pump for both the fire hydrants and sprinkler system shall also be provided. All pumps shall have separate suction line from the fire suction header and delivery shall be connected to the system. For Sprinkler system, installation control valve with hydraulic alarm shall be provided in the basement. The function of pumps shall be to maintain 3.2 Kg/Sq.cm at the farthest hydrant. Diesel engine driven fire pump shall be of the same capacity and shall back up the electrically operated fire hydrant / sprinkler pump, as per fire regulations. This will be operated in case of total electrical power or electrical pump failure. Separate Jockey pumps shall operate intermittently in order to take care of hydraulic losses in the system and shall maintain the minimum pressure in wet risers / sprinkler system.

Fire pumps shall have the following capacities, based on N.B.C of India - 2005.

Prepared by : Aditya Environmental Services Pvt. Ltd.

1. Jockey Pumps (2 Nos) Capacity 250 LPM 100 Mt head 2. Hydrant Pump Capacity 2400 LPM 100 Mt head 3. Sprinkler Pump Capacity 2400 LPM 100 Mt head 4. Diesel Engine Driven Pump Capacity 2400 LPM 100 Mt head 5. Terrace Booster pump Capacity 900 LPM 35 Mt head

FIRE HYDRANT SYSTEM The Complex shall be provided with separate fire hydrant riser connected to the fire hydrant landing valve with fire hose cabinet consisting of swinging hose reel, fire mans’s axe, 63 mm dia canvas hoses and nozzles. Externally, a fire fighting ring main shall be provided around the Complex. External yard hydrants shall be suitably located at 45 meter centres. Necessary hose pipe and nozzle shall be placed in a closed cabinet with glass shutters at these yard hydrants.

FIRE DEPARTMENT CONNECTION There will be a set of fire department inlet connections male outlets, located externally near the fire tanks. These inlets will have connections to the main riser as well as to the fire hydrant static storage tank. These connections will be housed in special boxes.

SPRINKLER SYSTEM Sprinklers shall be distributed as per the National Building Code requirement so as to cover every 10 to 12 sq.mt area with one sprinkler. The sprinkler pump shall be suitable for automatic operation when there is a drop of pressure in the system. Sprinklers shall be provided in all areas throughout the basement with ring mains. Flow switches and valve tamper switches on each main branch shall be provided and theses shall be connected to fire alarm system control panel in the security room. The system shall generate alarm with graphics display in case of activation of flow switch or anybody who tamper the isolation valves and it would be possible to identify the location of affected area immediately. There will be drain arrangement for testing the sprinkler system for the operation of flow switch and tamper switch connected to fire alarm panel.

PORTABLE FIRE EXTINGUISHERS Portable fire extinguishers of chemical powder ABC type of 10 Kg capacity, Dry Chemical powder ABC type 10 kg capacity shall be provided as first aid fire extinguishing appliances. These extinguishers shall be suitably distributed in the entire Complex building in accordance with IS : 2190.

9.11 If you are using glass as wall material, provide details and specifications including emissivity and thermal characteristics. East & West walls : U = 0.1 Btu / Hr Sqft OF

North & South Walls : U = 0.1 Btu / Hr Sqft OF

Roof (Exposed to sun) with thermal : U = 0.045 Btu / Hr Sqft OF insulation

Prepared by : Aditya Environmental Services Pvt. Ltd.

Glass Specifications : Double Glass with following details: a. For North Glazing U = 0.3 Btu / Hr Sqft deg F Shading Coefficient: 0.4 Visible Light Transmission: 60%

b. For Other Glazing U = 0.3 Btu / Hr Sqft deg F Shading Coefficient: 0.4 Visible Light Transmission: 40%

c. Overall glass areas(external): 80 % of wall areeas Lights : 1.1 W/ Sqft for Office Areas and 2.0 W/Sqft for Shops and Resturents

Outdoor Fresh Air Addition Rate : As per (ASHRAE 62.1-2004 + 30% extra)

9.12 What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration. Not applicable since the buildings will have central Air-Conditioning system with access control.

9.13 To what extent the non-conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used. Solar energy will be utilized for external lighting which will include street lights, basements, landscape. 10 Environmental Management Plan Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire.

Environmental Management Plan is enclosed.

Prepared by : Aditya Environmental Services Pvt. Ltd.

Annexure I Area Statement

Sr. No Details Area (sq.m)

1 Plot Area 1,21,405

2 Open Space (10%) 1,09,265

3 IT-ITES 1,83,564

4 Residential IT Support 73,426

5 FSI 2,18,529

6 Built up Area 3,05,941

Annexure II Surrounding Features

Reliance Corporate IT Park

Project site under reference

Ghansoli Railway station

Surrounding Features of 1 km

Ulhas river

Project site under reference

MIDC

Thane Creek Industrial Area

Surrounding Features of 10 km

Annexure III Water Balance

Residential IT TOTAL Fresh water (cmd) 675 525 1200 Flushing water (cmd) 338 1050 1388 Gardening (cmd) 61 0 61 Total water (cmd) 1073 1575 2648 Sewage generation (cmd) 878 758 1636 Treated sewage water (cmd) 790 682 1472

Water Balance of Dry Season

Water Balance of Wet Season

ENVIRONMENTAL MANAGEMENT PLAN

1. OBJECTIVE The objective of Environmental Management Plan (EMP) is to formulate measures which will: 1. Mitigate adverse impacts on various environmental components, which have been identified during the rapid environmental impact assessment study. 2. Protect environmental resources where possible. 3. Enhance the value of environmental components where possible. EMP also includes a monitoring plan to enable evaluation of the success or failure of environmental management measures, and to carry out reorientation of the plan if found necessary. It is emphasized that many of the protective and enhancement measures can be implemented by adopting suitable planning and design criteria for construction of the project.

2. LAND ENVIRONMENT

2.1. Traffic Management Construction Phase There will be no major impact on the land environment during construction phase. The internal roads will be designed with adequate widths to minimize traffic congestion due to the movement of trucks carrying raw materials required for construction. Special care will be taken during transportation of construction material like cement, sand, aggregate etc. as considerable quantities of such material would be transported from various material suppliers. The material will be sourced from the nearest available government approved contractor. Since the road transport is unavoidable, such movement will be carried out during non- peak hours as far as possible. Operation Phase The impact on land environment during operation phase will be due to movement of vehicles of residents and users of IT facilities and amenity area. Precautions to be taken to minimize impacts on land environment will be as follows:

Development will be as per local DC regulations. There will be minimum amount of cut and fill to reduce disturbance to the existing surface water hydrology Adequate provisions will be made through provision of internal roads of minimum 6m width for smooth vehicle entry and exit. Walkways will be designed for pedestrian movement wherever suitable. Approach road (external road) and internal roads for onsite traffic movement will be planned as per project development. Traffic Impact Assessment will be carried out for the proposed development.

2.2. Solid Waste Management Construction Phase Waste generated during the construction phase will be segregated into roadwork materials, structural building material and salvaged building parts. Additional segregation to facilitate reuse/ recycling will be made. Waste generated during construction phase will be as below: • Broken Bricks/Blocks • Broken Tiles • Broken Glass • Waste concrete • Waste aggregate/stone/granite/marble • Waste timber • Scrap reinforcement steel • Pop/Plaster material • Plastic, papers • Solid Waste Generated by Labour Hutments Adequate facilities for the storage of these waste materials would be made on site. Management of Construction waste: Following practices will be adopted for solid waste management for construction waste/debris. Earthwork Earthwork will include excavation for lower ground floor and foundation works. The substratum will be used for back filling in the foundation. Broken Bricks/Blocks: Broken bricks will be used in bricks bat coba for waterproofing works. There will be surface drain, storm water drains in the project where broken bricks will be used apart from waterproofing works. No brick / block waste will be sent out of site and will be reused completely in waterproofing or drainage or infrastructure works. Broken Tiles: Broken tiles will be segregated and stored in a separate area. Same will be used in landscape areas as well as in pathways, sit outs. Remaining will be stored in a separate storage areas and will be sent to tile manufacturer or registered vendors. Waste Concrete: Waste concrete will not be thrown inside the project premises. All waste concrete will be used for temporary flooring, PCC, Surface drains, hard -stand inside the project area. Broken Glass: If there is any broken or waster glass generated during installation and storage same will be preserved at a separate location inside the project premises. Broken glasses will be sent to the supplier for recycling. Waste aggregate/stone/granite/marble: Waste aggregate /stone/marble /granite will not be taken out of project site. Same will be reused in various infrastructure works inside the project premises. For construction of internal roads, hard-stands all the broken stone/marble and aggregate will be reused. Waste timber: Waste timber generated at site will be taken away by the supplier/vendor of timber for reuse of the same. Scrap reinforcement steel: Scrap/Waste steel will be sold to recyclers. Plastic, paper goods: A separate bin will be kept at site during construction period to keep the plastic, and paper waste. All paper and plastics will be sent to registered recyclers. Solid Waste Generated by Labour Hutments: There will be temporary labour hutment at project site. The labour hutment will generate small amount of municipal solid waste during construction phase. In view of the condition that normally exists in the labour camps of such projects, the solid wastes are likely to contain mainly vegetable matters followed by paper and glass. About 150 persons are likely to congregate during the peak construction phase at site resulting in generation of about 0.5 tonnes of solid waste/day. Adequate facilities for collection and conveyance of municipal wastes generated to the disposal site shall be developed. At labour hutment, bins will be provided to collect the solid waste from every hutment. Three types of bins will be kept at labour hutment like: • Black: Inorganic Waste • Green: Bio Degradable waste/Organic Waste • Blue: Recyclable wastes like Paper This segregated waste will be collected by the labours and will be disposed off to the municipal waste bins for disposal by the municipal authority. Operation Phase

Management of solid waste generated during the operation phase would include collection, transportation and disposal in a manner so as to cause minimal environmental impact. It will be made mandatory for waste to be segregated right at the source of waste generation. Collection of segregated waste would be made from the residential areas, commercial and amenity areas. Biodegradable waste from residential and IT buildings would be transferred to Organic Waste Composter (OWC) within the site for disposal. Compost from the same will be used for landscaping. Non-degradable waste will be transferred to municipal solid waste management system.

3. AIR POLLUTION

3.1. Construction Phase a) Mobile source emissions 1. Transportation of raw materials required for construction will be carried out during non-peak hours. 2. Idling of delivery trucks or other equipment will not be permitted during unloading or when not in active use. 3. To minimize dust emissions due to trucks carrying cement, gravel, sand to site, ready mix concrete carried in enclosed container. 4. Dust covers will be provided on trucks used for transportation of materials prone to fugitive dust emissions. 5. Covering scaffolding and cleaning of vehicles which can reduce dust and vapor emissions will be used. b) Stationary source emissions 1. Most of the machinery related to construction will be located close to construction area for ease of handling. 2. Machinery such as conveyers and mixers will be screened with sheets of suitable material to reduce transport of suspended particulate matter and noise. 3. All stationary construction equipment will be located as far away as possible from sensitive receptor locations in order to allow maximum dispersion of emitted pollutants. 4. Areas prone to fugitive dust emissions due to activities such as excavation, grading sites and routes of delivery vehicles across patches of exposed earth, will be frequently water sprinkled to prevent re-entrainment of dust. 5. Hosing down road surfaces especially if they are unfinished surfaces also helps to prevent fugitive dust emissions. 6. Other measures include appropriate containment around bulk storage tanks and materials stores to prevent spillages entering watercourses. 7. Apart from these, equipment/ machines and vehicles will be always kept in good state of repair to minimize emissions. Construction areas will be enclosed, wherever possible.

3.2. Operation Phase 1. Plantation along the roadside will help to reduce effects of air/ noise pollution. A row of trees will be planted along the plot periphery to screen the site from air/ noise pollution. 2. Regular maintenance and upkeep of the internal road within project will ensure smooth traffic flow and will help to reduce air pollution. 3. As per the project analysis, the impact of proposed project would be positive when proper traffic flow is maintained. The entrance/ exit to the site will be maintained so that there are no obstructions to traffic flow as also road side parking will be avoided.

4. NOISE POLLUTION

4.1. Construction Phase 1. Construction contract specifications will specify use of equipment generating noise of not greater than 90 dB (A). 2. Contract specifications for construction will stipulate levels of maximum noise generation in various zones based on CPCB Noise Standards. 3. High noise generating construction activities like, compacting etc. will be carried out only during day time. 4. Workers working near high noise construction machinery will be provided with ear muffs/ ear plugs. 5. Provision of temporary barricading around site.

4.2. Operation Phase During operation phase it is important to maintain the noise levels within the plot for the safety and better health of residents and users. The various precautions to be taken to maintain acceptable noise level within the project area are as under: 1. Buffer in form of wall or tree plantation will be provided along the main roads 2. Smooth flow of traffic will be ensured on the internal road to avoid idling of vehicles.

5. WATER ENVIRONMENT

5.1. Construction Phase 1. Construction area will be isolated and care will be taken to divert the run-off to storm water drainage, so possibility of pollution from construction run-off is prevented. Also, subsurface work will be carried out only during non-monsoon period. 2. Precaution will be taken to ascertain that no waste material like cement, paint and solid material like iron rods and any other material is dumped into storm water system. 3. No accumulation of stagnant water will be allowed to prevent breeding of mosquitoes.

5.2. Operation Phase 1. A well engineered storm water drainage system will be provided as a part of this development. Storm water will be collected in underground tank. 2. A well designed rain water harvesting system will be implemented as a part of the project. 3. The daily water requirement would be met from MIDC. Sewage treatment plant with technology facilitating recycling of sewage to reduce load on natural water sources.

6. GUIDELINES FOR BIO-AESTHETIC MANAGEMENT The precautions to be taken are as under: 1. In order to keep a check on noise levels, particulate matter dispersion and concentration of polluting agents, a green belt shall be proposed as part of the landscaping and it shall be maintained. It shall be developed to provide better screening effect. 2. To ensure maximum survival of trees, plantation will be started after 70% completion of construction The work force will be briefed about importance of preserving and protection of exiting trees before starting the construction work. 3. Trees propagation/ plantation will be initiated by project proponent from project initiation stage for better results. 4. Proposed trees would be the fruit bearing type and native species suiting the local climate as far as possible. List of tree species to be planted are as follows:

Sr. No Tree Species 1 Awala 2 Bahunia 3 Bakul 4 Cassia 5 Coconut 6 Date Palm 7 Fern Tree 8 Kaduneem 9 Mango 10 Parijatak 11 Peru 12 Pipal 13 Plumeria alba 14 Rain Tree 15 Royal Palm 16 Spathodia 17 Subabul 18 Tamal patra 19 Terminalia Mantaly 20 Umber

7. SOCIO-ECONOMIC ENVIRONMENT The proposed project is the construction of IT cum residential development. It will also provide direct and indirect employment during construction phase.

The Health and Safety: The health and safety will be the priority of the project.

7.1. Construction Phase The health and safety of the workers for the construction project will be ensured by: 1. Proper instructions about personnel safety will be given to all the labour working on the site by project manager before commencement of work. 2. The labourers will also be guided about the measures to be taken during emergency and accident like fire etc. 3. Safety equipment like gloves, helmet, mufflers etc. which will be made mandatory to use for all labourers on site. 4. Proper sanitation and water supply facilities will be provided to the labourers during construction phase. 5. Insurance cover will be provided to the workers working at site.

7.2. Operation Phase During operation phase, precautions will be taken to ensure the health and safety of the local residents and the users. Fire fighting system comprising of smoke detectors and well designed hydrants will be provided in each building. Fire water tanks with storage capacity as recommended will be provided. Maintenance of the systems will be carried out regularly to ensure proper functioning during emergencies. Periodic inspection and maintenance of all water storage tanks will be carried out at regular intervals to prevent outbreak of waterborne diseases. Details of Fire fighting system are as below: Fire fighting systems shall be designed in accordance with latest standards and codes prevalent in India. Generally following Codes and standards shall be followed- • MIDC rules and Byelaws. • National building Code of India 2005 Part 4. • Requirements set by Chief Fire Officer, MIDC. • I.S 15105- Code for Design and Installation of fixed automatic sprinkler fire extinguishing system. • I.S 3844- Code of practice for Installation and maintenance of Internal fire hydrants and hose reels on premises. • NFPA 13: Code for Design & Installation of Sprinkler system. • NFPA 20: Code for design of Fire pumps.

Fire pumps shall have the following capacities, based on N.B.C of India - 2005. 1. Jockey Pumps (2 Nos) Capacity 250 LPM 100 Mt head 2. Hydrant Pump Capacity 2400 LPM 100 Mt head 3. Sprinkler Pump Capacity 2400 LPM 100 Mt head 4. Diesel Engine Driven Pump Capacity 2400 LPM 100 Mt head 5. Terrace Booster pump Capacity 900 LPM 35 Mt head

8. ENVIRONMENTAL MANAGEMENT PLAN- ORGANIZATION & IMPLEMENTATION

8.1. Environmental Management Committee During construction phase, contractors as well as site-in-charge will be responsible for implementing all the mitigation measures recommended. Planting of trees on open spaces and road-side will be initiated during construction phase itself. In operational phase, the work will be continued along with post-monitoring of planted area. An officer will be appointed by the project proponents to ensure monitoring and inspection during construction period. During the operation phase, an Environmental Management Committee will be set up and dedicated Environmental Officers will be appointed to look after the aspects such as operation/ maintenance of Sewage Treatment Plant (STP), management of solid waste, other mandatory regulatory compliances etc. An Environmental Management Committee consisting of core staff including an environmental engineer, mechanical/electrical /civil engineer etc. will be set up. This body will oversee, inspect, co-ordinate and implement the entire environmental aspects of the proposed residential development. Tentatively, the Committee will comprise of the following: • The Manager at the site (Chairman) • Chief Environmental Engineer (Vice-Chairman) • Environmental Officer • Administrative Head • Visitors/ Staff Manager • Head of Security All the members of the Committee will be given specialized training to take care of operation and maintenance, fire fighting and emergency operations. Periodically there will be refresher courses to update the preparedness and technology. There will also be mock rehearsals and regular exercises in the operation of emergency services. It will be mandatory to provide DG set backup to all Pollution Control Devices. This Committee will meet at least once in a month and consider all issues affecting the environment. It will inspect the works frequently and take quick decisions to correct them. The Committee will meet and inspect as per the following schedule:

Table 1: Environmental Inspection Schedule

Normal Committee Particulars to be Facility Inspection Inspection inspected Water Supply Daily Monthly Leakages, quality of fresh water/ recycled water Sewerage Weekly Monthly Cleaning, choke up removal, recycled water supply line STP Daily Fortnightly Pumps, sewage inlet/ outlet characteristics, sludge disposal mechanism Normal Committee Particulars to be Facility Inspection Inspection inspected DG set Daily Monthly Exhaust, chimney cleanliness Gardens Daily Monthly Suggest improvement, recycled water supply line Solid Waste Fortnightly Quarterly Proper segregation, collection and disposal Environmental Monthly 6 Monthly Consents from MPCB, Permits/ environmental monitoring Licenses as per regulatory requirements The Committee will consider the short-comings in all the above cases and take immediate actions to implement them at once. A ‘Minutes’ Book’ will be maintained wherein all will sign and the decision taken then and there will be entered and the implementation will be noted when carried out. The entries in the ‘Minutes’ Book’ will be interviewed periodically by the Manager. The Members would take immediate action to mitigate any mismanagement. The samples of the raw and treated sewage will be analyzed daily (for routine parameters) and monthly through MoEF recognized laboratory. The results will be observed and corrective steps will be taken to meet the standards immediately.

The following tables give the mitigation measure to be undertaken during construction & operational phase respectively with the agency responsible for implementation. Table 2: Mitigation Measures during Construction Phase

Sr. Affected Likely adverse Nature of Proposed Mitigation Measures No. Environmental impacts in absence of impact Parameters mitigation measures Action to be taken Implementing Agency

1. Land Environment Generation of solid Temporary Segregation to facilitate reuse/ recycling Contractor waste and debris Construction material waste like bricks, Aesthetically cement etc. will be used as fill material unpleasant Recyclable wastes will be segregated and sent for recycling. Adequate facilities for the storage of these waste materials on site Excavated soil will be used as top soil. Demolition waste will be disposed to authorized vendors

2. Air Quality Traffic congestion Significant but Idling of the trucks and dumpers on the Project manager & Temporary Increase in air roads will not be allowed Contractor pollution (increase in Raw materials will be procured from the levels of NOx, SPM, nearest material supplier dust hazards) Material will be brought in batches so that Risks of accidents there is no sudden increase of traffic volume at one particular time. On-site use of concrete batching plant Use of dust covers over construction material during transportation Keeping all stationary equipment downwind Sr. Affected Likely adverse Nature of Proposed Mitigation Measures No. Environmental impacts in absence of impact Parameters mitigation measures Action to be taken Implementing Agency Stabilization of dust prone areas by sprinkling water

3. Noise Quality Increase in noise Significant but Prohibition for use of equipment emitting Contractor levels causing temporary noise of greater than 90 dB (A) for 8 hour nuisance to operation surrounding Prohibition of noise causing construction activities during night time Prov ide workers on machinery with ear muffs/ ear plugs Provision of temporary barricading around site

4. Water Environment Increase in turbidity Significant and Construction work to be carried out before Contractor and suspended solids temporary monsoons and erosion protection due to soil erosion measures to be taken. Construction materials to be stored in enclosures Measures to divert run-off to storm water drainage and prevent pollution from construction run-off Cleaning of drains on regular basis to avoid blockage No accumulation of stagnant water Sr. Affected Likely adverse Nature of Proposed Mitigation Measures No. Environmental impacts in absence of impact Parameters mitigation measures Action to be taken Implementing Agency

5. Other Impacts Soil erosion, Significant and Construction of necessary scaffolding and Contractor additional exposure permanent retaining structure for protection from to noise/ air waste material and water. pollution. Tree plantation to enhance bio aesthetic value. Guidelines for planting saplings of trees to be strictly followed

Table 3: Mitigation Measures during Operation Phase

Sr. No. Affected Environmental Likely adverse impacts Nature of Impact Proposed Mitigation Measures Parameters in absence of mitigation Implementing Action to be taken measures agency

1. Land Environment Increased solid waste Significant and Avoiding spillage of oil and fuel to Project Proponent generation in area Temporary prevent seepage into ground Waste management practices like If not managed properly waste segregation at source, will affect the health of recycling and reuse, mechanical local residents composting etc. will be adopted Aesthetically unpleasant Provision of mechanical composting unit within the site Regular collection of non- degradable solid waste from the site.

2. Water Environment Water shortage within Significant and Use of recycled water from STPs Project Proponent the area permanent for flushing and gardening Water harvesting to RWH tanks Increase in turbidity of Regular maintenance of storm water water drains, cleaning and Reduced runoff due to effective soil erosion measures increased paved areas Design of efficient storm water drains Prevent pollution from run-off Incorporating appropriate landscape design elements Rain water harvesting system will be installed Sr. No. Affected Environmental Likely adverse impacts Nature of Impact Proposed Mitigation Measures Parameters in absence of mitigation Implementing Action to be taken measures agency

3. Biodiversity Disturbance due to noise Significant and Provision of green belt Project Proponent generating activities and permanent increased vehicular traffic

4. Public Health and Safety Health and safety issues Moderate and Road side plantation and its Project Proponent to people staying within Permanent maintenance to prevent air/ noise the proposed pollution within site. development due to Adequate parking facility traffic Provision of adequate road safety like signage- posts/ road- crossings etc. Fire fighting provisions for buildings. 9. ENVIRONMENTAL MONITORING PROGRAM Monitoring of environmental parameters like ambient air, noise, water (surface and ground), soil etc is essential in the identification of areas in need of restoration and also the nature and magnitude of pollution control required. Monitoring also helps in prioritization of pollution control efforts and evaluating trends and effectiveness of such efforts. Routine monitoring of environmental parameters will be carried out during construction phases of the project as follows:

Table 4: Environmental Monitoring Plan during Construction Phase

Sr. Parameters Monitoring Standards Cost No. Location Frequency (Rs.) 1. Ambient Air Quality monitoring

So x, No x, - Near DG sets/ main 24/8 hrs National 20000/-Quarter PM 10 , PM 2.5 , gate working Ambient Air CO - Upwind side/ near period hourly Quality construction continuous, Standards, CPCB activities 6/3 monthly - Downwind side 2. Noise monitoring Ambient Near DG sets/Utility Day and night CPCB Standards Rs.3000/- Noise level Nearby localities near readings, Spot Noise level Quarter to construction sites 6/3monthly Entry gates 3. Ground water monitoring (As per IS 1 sample of bore well Pre-monsoon, IS 10500 2012 18000/- per 10500 2012) water present within Post-monsoon (Drinking water sample 1 km from the standards) proposed site 4. Soil monitoring Texture, pH, One sample onsite 6 monthly -- 4500/- per conductivity, sample sulphates, chlorides, moisture, TOC, TKN, phosphates, potassium Routine monitoring of environmental parameters will be carried out during operation phase of the project as follows:

Table 5: Environmental Monitoring Plan during Operation Phase

Sr. Parameters Monitoring Standards Cost No. Location Frequency (Rs.) 1. Ambient Air Quality monitoring So x, No x, Near DG sets 24 hourly National 20000/-Quarter PM 10 , PM 2.5 , Upwind side continuous, 6 Ambient Air CO Downwind side monthly or as Quality per MPCB Standards, CPCB directives 2. Noise monitoring Ambient Near DG sets Day and night CPCB Standards Rs.3000/- Noise level Nearby localities near readings, 6 Quarter to construction sites monthly Entry gates 3. Ground water monitoring (As per IS 2 samples of bore 6 monthly IS 10500 2012 18000/- per 10500 2012) wells present within 1 sample km from the proposed site. 4. Soil monitoring Texture, pH, One sample onsite 6 monthly 4500/- per conductivity, sample sulphates, chlorides, moisture, TOC, TKN, phosphates, potassium 5. STP Inlet and pH, Total suspended 6 monthly As specified in 2000/- per Outlet waste solids, BOD, COD, Oil & EP Rules, 1986 sample water quality grease, Nitrate, monitoring Phosphate 6. OWC Manure Physical, Chemical & 6 monthly -- About 4000/- Biological parameters per sample

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT T

NOTES : h e

x THIS DRAWING IS A RIGHT & PROPERTY OF LOMA IT PARK c

DEVELOPERS PVT.LTD. IS NOT TO BE PRODUCED, COPIED, o

HANDED OVER TO THIRD PARTY OR USED FOR ANY OTHER n

PURPOSE OTHER THAN FOR WHICH IT IS INTENDED. AND t REMAIN OUR SOLE PROPERTY. THIS DRAWING TOGETHER e WITH ANY COPIES MADE BY THE RECIPIENT SHALL BE n t

RETURNED ON DEMAND TO US.

x ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. o x THE CONTRACTOR MUST CHECK ALL DIMENSIONS & DETAILS f FOOTPATH & BE RESPONSIBLE FOR THE SAME. ANY DISCREPANCY FOOTPATH FOOTPATH t

SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT. h

10.50 M. WIDE ROAD 9M. WIDE ROAD 9M. WIDE ROAD x THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH i RELEVANT WORKING & DETAILED DRAWINGS. s FOOTPATH FOOTPATH FOOTPATH FOOTPATH x ALL DIMENSIONS SHALL BE VERIFIED ON SITE PRIOR TO D GATE START OF WORK. HOUSE o

x DWG. TO BE READ IN CONJUNCTION WITH STRUCTURAL c

DRAWINGS. u

x REF. MEP. DRAWINGS / STRUCTURAL DRAWINGS TO m

CONFIRM SLEEVES LOCATIONS & SIZE. e n t / D r LEDGEND . a

PROPOSED BLDG w i n g

RG SPACE s FOOTPATH

t h 9M. WIDE ROAD PARKING 7.50 M. WIDE ROAD

FUTURE DEVELOPMENT e

e x 9M. WIDE ROAD c FOOTPATH FOOTPATH l u s i

SUPPORT SERVICES v e

p r o p e r UPPER FLOOR LINE UPPER FLOOR LINE UPPER FLOOR LINE t y

o f

' OPEN SPACE OPEN SPACE LANDSCAPE S GATE OPEN SPACE T HOUSE E L L FOOTPATH FOOTPATH A

10.50M. WIDE ROAD R

9.0M. WIDE ROAD

FOOTPATH FOOTPATH FOOTPATH D e PRODUCED BYANAUTODESKEDUCATIONALPRODUCT

7.00M. WIDE ROAD 9M. WIDE ROAD s i

FOOTPATH g n

S t u d i o '

a n d

RESIDENTIAL BLDG-1 RESIDENTIAL BLDG-2 RESIDENTIAL BLDG-3 h a t

o f

o u PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT EDUCATIONAL AUTODESK AN BY PRODUCED r

RESIDENTIAL DEVELOPMENT (IT SUPPORTS SERVICES) C l i e n t

a n d

i 1 MASTER PLAN s NTS ,

u n l e

No. ISSUE DATE s s REVISIONS

s p e

LIFT LIFT LIFT LIFT LIFT LIFT c MACHINE MACHINE MACHINE MACHINE MACHINE MACHINE ROOM ROOM ROOM ROOM ROOM ROOM

TERRACE FLR i

CLIENT f FIRE FIRE FIRE 28TH FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE i FIRE FIRE FIRE LIFT LOBBY LIFT LOBBY LIFT LOBBY 27TH FLR CHUTE CHUTE CHUTE J H G F E D C B-1 J H G F E D C B-1 c

FIRE FIRE FIRE 26TH FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE M/S LOMA IT PARK DEVELOPERS a

LIFT FIRE LIFT FIRE LIFT FIRE 25TH FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE l REFUGE REFUGE REFUGE AREA FIRE AREA FIRE AREA FIRE LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE

24TH FLR l

FIRE FIRE FIRE 23RD FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE y MUMPTY MUMPTY 183.50 183.50

FIRE FIRE FIRE CLADDING CLADDING LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 4200 22ND FLR 4200

LEVEL 14 (TERRACE) TERRACE LIFT LOBBY TERRACE LEVEL 14 (TERRACE) TERRACE LIFT LOBBY TERRACE s FIRE FIRE FIRE 179.30 179.30 PROJECT LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 21ST FLR LIFT LIFT LIFT SUNSHADE SUNSHADE FIRE FIRE FIRE FIRE FIRE FIRE 4200 4200 FIRE CHECK FLR CHK FLR CHUTE CHK FLR CHUTE CHK FLR CHUTE t REFUGE REFUGE REFUGE LEVEL 13 OFFICE LIFT LOBBY OFFICE LEVEL 13 OFFICE LIFT LOBBY OFFICE 175.10 175.10 AREA AREA AREA FIRE FIRE FIRE a 20TH FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 4200 4200

FIRE FIRE FIRE LEVEL 12 OFFICE LIFT LOBBY OFFICE LEVEL 12 OFFICE LIFT LOBBY OFFICE LOMA IT PARK t 19TH FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 170.90 170.90 SUNSHADE SUNSHADE e 4200 4200 GLASS 01 VISION PANEL GLASS 01 VISION PANEL FIRE FIRE FIRE LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 18TH FLR LEVEL 11 OFFICE LIFT LOBBY OFFICE LEVEL 11 OFFICE LIFT LOBBY OFFICE 166.70 GRAY BACK PAINTED GLASS 166.70 GRAY BACK PAINTED GLASS d WHITE BACK PAINTED GLASS WHITE BACK PAINTED GLASS @ GHANSOLI, NAVI MUMBAI FIRE FIRE FIRE LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 4200 17TH FLR 4200 GLASS 02 VISION PANEL GLASS 02 VISION PANEL

LEVEL 10 OFFICE LIFT LOBBY OFFICE LEVEL 10 OFFICE LIFT LOBBY OFFICE FIRE FIRE FIRE 162.50 162.50 LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 16TH FLR SUNSHADE SUNSHADE o 4200 REFUGE REFUGE REFUGE 4200 AREA FIRE AREA FIRE AREA FIRE LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE LEVEL 09 OFFICE LIFT LOBBY OFFICE LEVEL 09 OFFICE LIFT LOBBY OFFICE 15TH FLR 158.30 158.30 t

FIRE FIRE FIRE 4200 4200 GLASS 01 VISION PANEL GLASS 02 VISION PANEL GLASS 01 VISION PANEL GLASS 02 VISION PANEL LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 14TH FLR h LEVEL 08 OFFICE LIFT LOBBY OFFICE LEVEL 08 OFFICE LIFT LOBBY OFFICE TITLE 154.10 GRAY BACK PAINTED GLASS GLASS 02 SPANDREL PANEL 154.10 GRAY BACK PAINTED GLASS GLASS 02 SPANDREL PANEL FIRE FIRE FIRE WHITE BACK PAINTED GLASS WHITE BACK PAINTED GLASS LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 13TH FLR e 4200 4200

FIRE FIRE FIRE LEVEL 07 OFFICE LIFT LOBBY OFFICE LEVEL 07 OFFICE LIFT LOBBY OFFICE LIFT LOBBY LIFT LOBBY LIFT LOBBY 12TH FLR CHUTE CHUTE CHUTE 149.90 GLASS 02 SPANDREL PANEL 149.90 GLASS 02 SPANDREL PANEL IC BLDG01 r 4200 4200 GLASS 02 VISION PANEL GLASS 02 VISION PANEL FIRE FIRE FIRE w 11TH FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE LEVEL 06 OFFICE LIFT LOBBY OFFICE LEVEL 06 OFFICE LIFT LOBBY OFFICE MASTER PLAN REFUGE REFUGE REFUGE 145.70 145.70 AREA FIRE AREA FIRE AREA FIRE SUNSHADE SUNSHADE LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE i 4200 10TH FLR 4200

LEVEL 05 OFFICE LIFT LOBBY OFFICE LEVEL 05 OFFICE LIFT LOBBY OFFICE s FIRE FIRE FIRE 141.50 GLASS 02 SPANDREL PANEL 141.50 GLASS 02 SPANDREL PANEL LIFT LOBBY LIFT LOBBY LIFT LOBBY 01 9TH FLR CHUTE CHUTE CHUTE 4200 4200 GLASS 01 VISION PANEL GLASS 01 VISION PANEL e FIRE FIRE FIRE 8TH FLR LIFT LOBBY LIFT CHUTE LIFT LOBBY LIFT CHUTE LIFT LOBBY LIFT CHUTE LEVEL 04 OFFICE LIFT LOBBY OFFICE LEVEL 04 OFFICE LIFT LOBBY OFFICE 137.30 GRAY BACK PAINTED GLASS 137.30 GRAY BACK PAINTED GLASS WHITE BACK PAINTED GLASS WHITE BACK PAINTED GLASS

SUNSHADE SUNSHADE , FIRE FIRE FIRE 4200 7TH FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 4200 SCALE AS SHOWN LEVEL 03 OFFICE LIFT LOBBY OFFICE LEVEL 03 OFFICE LIFT LOBBY OFFICE

133.10 133.10 FIRE FIRE FIRE 6TH FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE GLASS 01 VISION PANEL GLASS 01 VISION PANEL p 4200 4200 REFUGE REFUGE REFUGE DATE 26/09/2016 LIFT LOBBY LIFT LOBBY AREA FIRE AREA FIRE AREA FIRE LEVEL 02 OFFICE OFFICE LEVEL 02 OFFICE OFFICE 5TH FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE 128.90 128.90 r SUNSHADE SUNSHADE 4200 4200 4200 FIRE FIRE FIRE 4200 LIFT LOBBY LIFT LOBBY LIFT LOBBY 4TH FLR CHUTE CHUTE CHUTE BUSINESS CENTER BUSINESS CENTER DRAWN AG o LEVEL 01 LIFT LOBBY BUSINESS CENTER LEVEL 01 LIFT LOBBY BUSINESS CENTER 124.70 124.70

FIRE FIRE FIRE LIFT LOBBY LIFT LOBBY LIFT LOBBY CHUTE CHUTE CHUTE t 4200 4200 4500 3RD FLR 4500 KIOSK & KIOSK & KIOSK & KIOSK & FOOD COURT LIFT LOBBY FOOD COURT LIFT LOBBY CHKD PS PODIUM FOOD COURT PODIUM FOOD COURT

FIRE FIRE FIRE e LIFT LOBBY LIFT LOBBY LIFT LOBBY 2ND FLR CHUTE CHUTE CHUTE 120.20 120.20 3900 3900 c FIRE FIRE FIRE LIFT LOBBY LIFT LOBBY F I N E D I N E PARKING LEVEL 03 PARKING LEVEL 03 3.9 8 1ST FLR LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE APRVD PS 116.30 116.30 PASSAGE SHOP t 3300 2ND FLR 3300 FIRE FIRE FIRE LIFT LOBBY LIFT LOBBY R E S T A U R A N T S LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE PARKING LEVEL 02 PARKING LEVEL 02 3.6 2 10 FUTURE DEVELOPMENT PODIUM 2 113.00 113.00 ATRIUM OPEN SHOP 11.2 JOB No. DWG No. e SEATING AREA 11.2 3300 3300 1ST FLR FIRE FIRE FIRE LIFT LOBBY LIFT LOBBY LIFT LOBBY LIFT LOBBY LIFT LOBBY RES PH1 PARKING LEVEL 01 PARKING LEVEL 01 C O N V E N I E N T S H O P P I N G PODIUM 1 RES PH1 CHUTE CHUTE CHUTE 6.5 12 PLOT 109.70 109.70 d ENTRY TO MALL PLOT ATRIUM BOUNDARY LOADING UNLOADING BOUNDARY 4200 PLOT PLOT 4200 AREA BOUNDARY BOUNDARY GROUND FLR

RAMP TO PODIUM FIRE FIRE FIRE RAMP TO GROUND LIFT LOBBY LIFT LOBBY PLINTH LEVEL PLINTH LEVEL GROUND FLR LVL 1 SERVICE AREA LIFT LOBBY CHUTE LIFT LOBBY CHUTE LIFT LOBBY CHUTE SERVICE AREA LVL GROUND LEVEL 105.80 105.80 - 6 1.5 4.5 12 2 PHASE 2 RESIDENTIAL GROUND LEVEL GROUND LEVEL ARCADE BASEMENT LAY-BY FOR CARS FOOTPATH LANDSCAPE PEDISTRIAN PLAZA 105.50 105.50 b STRETCH 5M 6M 6 5.5 5.5 5 5.5 4.5 5.5 5 5.5 6 6M 5M BASEMENT PARKING DRIVEWAY RAMP SERVICE PARKING DRIVEWAY PARKING PARKING DRIVEWAY PARKING LIFT LIFT LIFT PARKING DRIVEWAY PARKING PARKING DRIVEWAY PARKING LIFT LIFT LIFT SERVICE RAMP DRIVEWAY PARKING WELL WELL WELL WELL WELL WELL AREA AREA y CAR PARKING DRIVEWAY CAR PARKING DRIVEWAY BIKE DRIVEWAY 35 35 35 PARKING BUILDING EXTENT BUILDING EXTENT

156.3 PODIUM EXTENT c 178.7 SITE EXTENT SECTION A-A' o p y r i g

SECTION - AA' h

1 t

NTS . PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT EDUCATIONAL AUTODESK AN BY PRODUCED