LOCATE18 ,H N

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PLICAT

15 /5 ,23/1, SD ,S NO -23 ,ALUKA : KAL

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S NO- 17 ,H N,H NO 2/1 & 2

LYAN , DISTR

HAN LIHAN PLAZA, KWAYLE, NAGA

”

FOR EEAREN

FOR

NO 2/3 ,3 ,S N2/2 ,S NO 9 ,HRICT : THANE

BY

IFESP

KHADAKPADAR, KALYAN

ENVIRNCE

NO -62 /1 & 2,H.NO 5/1 ,2 ,SE , STATE : M

PACESDA, NEXT TO (W) - 421 30

RONME

,S NO- 15 ,H S NO -4/2 .VIL

MAHARASHTR

S LLP MOHAN

01, INDIA.

ENT

NO 6/1 & 6/2LLAGE GANDRA

1

2 , S NO -DHARE

” 2

ENCLOSURES

Sr. No. Details Page No./ Description

1. Appendix I- Form 1 4-13

2. Appendix II- Form 1A 15-22

3. EMP 24-34

4. Annexure I Google Image, DP Plan, Location Plan

5. Annexure II Contour Map

6. Annexure III Layout Plan

7. Annexure IV Area Statement

8. Annexure V Building Configuration & Occupancy Details

9. Annexure VI Water Demand & Water Budget

10. Annexure VII Sewage Treatment Plant Details STP Flow Diagram

11. Annexure VIII Details of Generation & Disposal of Solid Waste

12. Annexure IX Services Location Plan

13. Annexure X Landscape Plan with list of trees

14. Annexure XI List of Construction Material & Equipments

15. Annexure XII Parking Statement Parking & Parking Layout Plan

16. Annexure XIII Storm Water Drain Layout

17. Annexure XIV Fuel Consumption Details

18. Annexure XV Environmental Commitment Statement

19. Annexure XVI Fire Fighting Details

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Appendix I

” 4

(See paragraph-6) Form 1

(a) For item (I) relating to the Basic Information, the following shall be substituted, namely:-

S.No. Item Details 1 Name of the project “ Mohan Altezza ” Residential cum commercial

construction Projects by Mohan Life Spaces LLP Located at S No - 15 /5 ,23/1, S No- 17 ,H No 2/3 ,3 ,S No -62 /1 & 2,S No- 15 ,H No 6/1 & 6/2 , S No -18 ,H No -2/1 1A ,1D ,S No -23 ,H No 2/1 & 2/2 ,S No 9 ,H.No 5/1 ,2 ,S No -4/2 .Village Gandhare ,Taluka : Kalyan , District : Thane , State : Maharashtra

2 S. No in the scheduled 8 (a)

3 Proposed capacity/Area/length/tonnage to be handled/command area/lease area/No. of wells to be drilled

Area of Plot 48,150.00 m2

Proposed BUA 99259.46 m2

4 New/Expansion /Modernization Existing 5 Existing Capacity/Area etc. 39433.07 Sq m. 6 Category of the project i.e. ‘A’ or ‘B’ Project category B2; Activity under Item 8 (a) of the

EIA Notification dated 14th September 2006 as amended on 1st December, 2009 , does not require scoping and public consultation

7 Does it attract the general condition? If yes, please specify

Not Applicable

8 Does it attract the Specific conditions? If yes, please specify

Not Applicable

9 Location Gandhare Plot/Survey /Khasra No. S No - 15 /5 ,23/1, S No- 17 ,H No 2/3 ,3 ,S No -62 /1

& 2,S No- 15 ,H No 6/1 & 6/2 , S No -18 ,H No -2/1 1A ,1D ,S No -23 ,H No 2/1 & 2/2 ,S No 9 ,H.No 5/1 ,2 ,S No -4/2

Village Gandhare Tehsil Kalyan District Thane State Maharashtra

” 5

10 Nearest railway station /Airport along with distance in Km

RAILWAY: Kalyan Railway Station is at 4-5 Km AIRWAY: Santacruz Airport is about 52 Km from site

11 Nearest town/city/district/Headquarters with distance in Km

Kalyan

12 Village pachayats, zilla parishad, Municipal corporation, Local body (complete postal addresses with telephone no. to be given

KDMC

13 Name of the Applicant Mr. Manohar Manchandya

14 Registered address G1, Mohan Plaza, Khadakpada, Next to Mohan Pride, Wayle, Nagar, Kalyan (W) - 421 301, India.

15 Address for correspondence Same as In Point No.14 Name Mr. Manohar Manchandya Designation (Owner/Partner/CEO) Director address Same as In Point No.14 Pin Code 421 301 E-mail E-Mail: mohanaltezza@gmail.com Telephone no. + 9545702200 Fax No. -

16 Details of alternatives sites examined, if any. Location of these site should be shown on topo sheet

Not Applicable

17 Interlinked Projects No 18 Whether separate application of interlinked

project has been submitted? Not Applicable

19 If yes, date of submission Not Applicable 20 If no, reason -- 21 Whether the proposal involves

approval/clearance ; Under if yes details of the same and their status to be given 1. Forest (Conservation) Act, 1980? 2. Wildlife (Protection) Act, 1972? 3. C.R.Z. Notification, 1991?

NO

22 Whether there is any government order/policy relevant relating to the site

NIL

23 Forest land involved (hectors ) No forest land involved 24 Whether there is any litigation pending

against the project and/or land in which the project is proposed to be set up?

Name Of Court : Kalyan court Case Number : 151/ 2017 Order : matter is subjudice

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(a) Name of the court (b) Case no. (c) 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. No Information/Checklist confirmation Yes / No Details thereof (with approximate quantities /rates, wherever possible) with source of information data

1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)

Yes The project site is designed for residential & commercial construction. Intended purpose and the necessary change in the land use of the plot area measuring 39433.07 m2 has already been affected by converting it for residential use. Please Refer Annexure I : Location Map & Google Image Annexure II : Contour map Annexure III : Layout plan

1.2 Clearance of existing Land, vegetation and building?

No Not Applicable

1.3 Creation of new land uses? Yes As stated in Point 1.1 1.4 Pre-construction investigation e.g.

borehole, soil testing? Yes Soil testing is done on the project site.

1.5 Construction works Yes Plot Area: 48,150.00 Sqm Total proposed BUA: 99259.46 Sqm Out of total constructed BUA: 39433.07 Sqm Please refer Annexure IV: Area statement

1.6 Demolition work No No demolition is involved. 1.7 Temporary sites used for construction

works or housing of construction workers?

No No housing at site. The workers from nearby areas will be engaged in construction activity.

1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations

Yes Excavation for foundation is prominent activity. The debris and rubble removed would be used as filling material for leveling and for road construction. Top soil will be stored for landscaping

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1.9

Underground works including mining or tunneling?

No Not Applicable as the proposal pertains to construction of Residential Complex only.

1.10 Reclamation works? No Not Applicable 1.11 Dredging? No Not Applicable 1.12 Offshore structures? No Not Applicable 1.13 Production and manufacturing

processes? No Not Applicable as the proposal pertains to

construction of residential & commercial complex.

1.14 Facilities for storage of goods or materials?

No Temporary storage Godown will be provided for storage of construction material on site.

1.15 Facilities for treatment or disposal of solid waste or liquid effluents?

Yes

Please refer Annexure VIII : Details of Proposed Generation and Disposal of Solid Waste

1.16 Facilities for long term housing of operational workers?

No Not Applicable since project under reference is residential construction project.

1.17 New road, rail or sea traffic during construction or operation?

Yes The development will not have major impact on traffic pattern. Internal roads will be well constructed to manage traffic. Please refer Annexure XII: Parking Statement & Parking and Traffic management plan

1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc?

Yes RAILWAY: Kalyan junction on central Line 5 Km (approx) AIRWAY: Santacruz Airport about 52 Km (approx) ROADWAY: NH 3 Highway: 7.5 Km (approx)

1.20 New or diverted transmission lines or pipelines?

No Not Applicable

1.21 Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers?

No Not Applicable.

1.22 Stream crossing? No Not Applicable 1.23 Abstraction or transfers of water from

ground or surface waters? No Not Applicable

1.24 Changes in water bodies or the land surface affecting drainage or run-off?

No Not Applicable.

1.25 Transport of personnel or materials for construction, operation or

Yes Transport of raw material to the site for construction by Truck / Dumper.

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decommissioning? 1.26 Long-term dismantling or

decommissioning or restoration works?

No Not Applicable since there is no dismantling involved in the project.

1.27 Ongoing activity during decommissioning which could have an impact on the environment.

No Not Applicable since there is no Decommissioning.

1.28 Influx of people to an area in either temporarily or permanently?

Yes Please refer Annexure V: building configuration, occupancy

1.29 Introduction of alien species?

No No, Project proponent have proposed all the indigenous species

1.30 Loss of native species or genetic diversity?

No Not Applicable.

1.31 Any other actions? No No other action with reference to construction 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. No. Information/checklist confirmation Yes/No Details thereof (with approximate quantities /rates, wherever possible) with source of information data

2.1 Land especially undeveloped or agricultural land (ha)

No Not Applicable as land is non agriculture land.

2.2 Water (expected source & competing users) unit: KLD

Yes Construction phase: Water supply required during construction will be fulfilled by tankers. Operation Phase: source of water during operation is Kalyan Dombivili Municipal Corporation. Please Refer Annexure VI: Water Budget.

2.3 Minerals (MT) No Since this is a construction project there will be no use of major minerals for construction.

2.4

Construction material – stone, aggregates, sand / soil (expected source MT)

Yes

Materials will be procured from authorized Dealer

2.5 Forests and timber (source – MT) No No wood or timber will be used at greater extent during construction phase by project proponent.

2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW)

Yes Please Refer Annexure XIV: Details of Energy requirement and Energy Conservation measures.

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2.7 Any other natural resources (use appropriate standard units)

No No use of other natural resource

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. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies)

No No use of hazardous substances.

3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases)

No No such activity will be carried out which will change or affect vectors to born.

3.3 Affect the welfare of people e.g. by changing living conditions?

No Project will not negatively affect welfare of people.

3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc.

No Peoples will not be affected by project rather since project aimed to provide good infrastructure and amenities to people in operation phase.

3.5 Any other causes No No use or storage of harmful or hazardous material within the project area during construction and operation phase.

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

Sr. No. Information/Checklist confirmation Yes/No Details thereof (with approximate

quantities/rates, wherever possible) with source of information data

4.1 Spoil, overburden or mine wastes

Yes Debris, excavated material for foundation will be used as filler material for low laying areas.

4.2 Municipal waste (domestic and or commercial wastes)

Yes Please Refer Annexure VIII :Details of generation and Disposal of Solid Waste

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

No No hazardous waste will be generated.

4.4 Other industrial process wastes

No Not Applicable. Since the project under reference is residential construction project.

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4.5 Surplus product No Not Applicable. 4.6 Sewage sludge or other sludge from

effluent treatment Yes Sewage Sludge will be used as manure after

treatment. 4.7 Construction or demolition wastes Yes Construction waste will be used for roads and

as fill material for leveling and road, pathway construction.

4.8 Redundant machinery or equipment No No redundant machinery or equipment at project site.

4.9 Contaminated soils or other materials

No No contamination of soil because land is kept unutilized before this development. Soil Testing is done prior to project

4.10 Agricultural wastes No Not Applicable

4.11 Other solid wastes No Not Applicable 5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)

Sr. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities / rates, wherever possible) with source of information data

5.1 Emissions from combustion of fossil fuels from stationary or mobile sources

Yes Vehicular movement, energy back up DG sets, will be sources of air pollution.

5.2 Emissions from production processes No Not Applicable since the project is under reference Residential construction project & there is no manufacturing process involved.

5.3 Emissions from materials handling including storage or transport

No Not Applicable since use of ready mix concrete Containing fly ash will be done for construction.

5.4 Emissions from construction activities including plant and equipment

No Dust emissions may occur during excavation and earthwork proper care will be taken to reduce dust emission. Please refer EMP

5.5 Dust or odors from handling of materials including construction materials, sewage and waste

Yes Dust will be generated during transport and handling of material.

5.6 Emissions from incineration of waste No No incineration of waste will be carried out at site.

5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris)

No No burning of waste will be carried out at site.

5.8 Emissions from any other sources No None as this project pertains to construction of Residential Project.

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6. Generation of noise and vibration and emissions of light and heat:

Sr. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

6.1 From operation of equipment e.g. engines, ventilation plant, crushers

Yes Construction phase: The significant source of noise pollution will be the machinery used for construction and vehicular movement. Operation phase: During operation phase the only source of noise will be operation of mechanical equipment, vehicular traffic and DG sets however, and these will be operated during emergency only.

6.2 From industrial or similar processes No Not Applicable 6.3 From construction or demolition

Yes Due to construction machinery / vehicle

movement. However, site is vacant and no demolition is involved.

6.4 From blasting or piling No No blasting will be carried out. 6.5 From construction or operational traffic Yes No Significant disturbance due to traffic noise

during construction and operation. 6.6 From lighting or cooling systems No Not Applicable 6.7 From any other sources No Not Applicable

7. Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea:

Sr. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

7.1 From handling, storage, use or spillage of hazardous materials

No No handling storage or use of hazardous waste is envisaged

7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge)

No The treated sewage from STP will be utilized for gardening & flushing thus there will be no impact on the surface/ground water.

7.3 By deposition of pollutants emitted to No No risk of contamination due to pollutants in

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air into the land or into water air or water Refer EMP for further details

7.4 From any other sources No Not Applicable 7.5 Is there a risk of long term build up of

pollutants in the environment from these sources?

No Operation phase of project will be only residential hence no question of long term building of pollutants. Construction phase will be only for few months

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

the environment: Sr. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/ra

wherever possible) with source of informadata

8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances

No Not Applicable as no hazardous substances are proposed to be used at site.

8.2 From any other causes No Not Applicable 8.3 Could the project be affected by

natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, cloudburst etc)?

No The area is not subject to flooding, earthquakes, landslides and cloudburst as per ULB Disaster Management Plan.

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 a activities in the locality.

Sr. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

9.1 Lead to development of supporting. facilities, ancillary development or development stimulated by the project which could have impact on the environment e.g.: Supporting infrastructure (roads, power supply, waste or waste water treatment, etc.) • Housing development • Extractive industries • Supply industries • Other

No Not Applicable The site and nearby areas are developed with good supportive infrastructure Like roads, transport facility, entertainment and hospitals.

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9.2 Lead to after-use of the site, which could have an impact on the environment

No Not Applicable

9.3 Set a precedent for later developments

No Not Applicable

9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects

No Not applicable Area is developed with residential constructions. Project is residential construction and will not have major effects on environment.

(III) ENVIRONMENTAL SENSITIVITY Sr. No. Areas Name/

Identity Aerial distance (within 15 km.) Proposed project location boundary

1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value

None Not Applicable, The Site is located in the developed area of Kalyan , Thane district

2 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests

None Not Applicable

3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration

None Not Applicable

4 Inland, coastal, marine or underground waters

No Not Applicable

5 State /National boundaries No Not Applicable

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Appendix I A

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Form 1A

(Only for construction projects listed under item 8 of the Schedule) CHECK LIST OF ENVIRONMENTAL IMPACTS (Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring programme) 1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity) 1.1 Will the existing land use get significantly altered from the project that is not consistent with the

surroundings? (Proposed landuse must conform to the approved Master Plan / Development Plan of the area. Change of landuse if any and the statutory approval from the competent authority be submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans.

Name and address of the project : Mohan Altezza Location of the project

Name of the Place :

S No - 15 /5 ,23/1, S No- 17 ,H No 2/3 ,3 ,S No -62 /1 & 2,S No- 15 ,H No 6/1 & 6/2 , S No -18 ,H No -2/1 1A ,1D ,S No -23 ,H No 2/1 & 2/2 ,S No 9 ,H.No 5/1 ,2 ,S No -4/2 Village Gandhare ,Taluka : Kalyan , District : Thane , State : Maharashtra

Tehsil District : Kalyan, Thane

Latitude/Longitude Nearest : 19°15'42.05"N 73° 8'16.52"E

The land use of the area is residential and commercial and the project would not alter the existing land use. As per Development Plan of Town Planning (sanctioned by State Government), residential development on this plot is permissible; the plot under reference has been lying unutilized previously. The plot is leveled with no major undulations. Please refer Annexure I: Location map/ Google Image Annexure II: Layout Plan Annexure III: Contour map 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.

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A Area Break up

: Total Plot Area : 48,150.00 m2

FSI Area : 43929.17 m2

Non FSI area : 55330.29 m2

Total BUA: 99259.46 m2

B Vehicular Parking Details : Parking will be provided as per NBC/ DC Rules.

C Water Requirement & Sources : Source of water will be through Kalyan Dombivali Municipal Corporation (KDMC) during operational phase. Please refer Annexure VI for water demand and water balance.

D Power : Power supply will be through MSEDCL during operation phase. Energy details attached as Annexure XIV

E Connectivity : RAILWAY: Kalyan Railway Station: 4-5 km AIRWAY: Santacruz Airport about 52 km ROADWAY: NH 3 Highway: 7.5 km (approx)

F Community Facilities : Schools, colleges, markets, hospitals in vicinity 1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing landuse, disturbance to the local ecology). The site is located in a developed / area of (Kalyan) Thane ,district. The project proponent have proposed a design, which has minimum stilt area enabling more and more open spaces for recreation. There would be no impact on community facilities and land use as it is a Residential area. As regards to the disturbance to local ecology, it is worthy that the project proponent has proposed for a green belt. This will offer green cover with concrete buildings land. In view of this, the project will not have any adverse impact rather the positive impact as far as greenery and ecology is concerned. 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. There will no significant land disturbance as the land is leveled. Soil profile of sub-surface is given as the land has been lying unutilized, thus there is no possibility of soil erosion/subsidence etc. The Mumbai city is in seismic zone III of Seismic region & the design and construction will be done as per applicable specifications. 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) The proposed development is planned in such a manner that it will not alter the existing drainage pattern of the area. Please refer Annexure II contour Map of project site.

1.6 Give details regarding water supply, waste handling etc during the construction period. Total water supply will be from tankers only during construction phase. Waste handling during construction period: Sub-stratum removed will be used for back filling the plinth/ foundation in order to bring level of plot above the road level to facilitate storm water drainage. Waste from use of construction raw materials / building materials will also be used for filling up the plot. Balance if any will be utilized as fill material in other construction site in vicinity by the proponents.

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1.7 Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity) No wetland or low laying areas are altered due to construction. 1.8 Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labour and the means of disposal) Waste will also be generated during building construction due to use of various raw material. This waste-stream will largely comprise of primary materials such as cement metal and quarried natural aggregates which does not cause any health hazard. 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. Project comes under Kalyan Dombiwali Municipal Corporation. At the time of operation phase, source of water will be from KDMC. For details of Water demand & Water Balance of project please refer Annexure VI. Requirement of flushing & gardening will be fulfilled by recycled water (Treated waste water) 2.2 What is the capacity (dependable flow or yield) of the proposed source of water? The source of water is Kalyan Dombivali Municipal Corporation. (KDMC) 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) In case the supply is not from the municipal source, the quality of water required will be as per Indian Standard specifications for drinking water (IS:10500). 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) Upto 40 % of total requirement will be met through recycled water. Please refer Annexure V. 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) Not Applicable; as there is not any diversion of water from other users. 2.6. What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity) Quantity of sewage generation is about 90% of domestic water consumption. For this proposed project details are attached as per Annexure VII. 2.7. Give details of the water requirements met from water harvesting? Furnish details of the facilities created. Estimation of quantity of Storm water that could be available depends upon the following factors. 1.0 The catchment area 2.0 Intensity of Rainfall with duration

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3.0 The surface characteristics (Run off Coefficient) In this project rain water will be harvested to recharge dry bores in the project premises, recharge pits will be constructed in the storm water line of project For the details please refer Annexure XIII Storm water details 2.8. What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long-term basis? Would it aggravate the problems of flooding or water logging in any way? The Disaster Management Plan indicates that there is no water logging on the road near the site. Proper storm water drainage line will be provided and overflow will be connected to Municipal storm water line hence there will be no impact on storm water runoff and no flooding problem will arise. 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) There will be positive impact on ground water table of the area. Rain water harvesting will be done to recharge ground water of the area. Ground water will not be used in any case during construction and operation phase. 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) The plot is located in developed area. The run-off during construction period will be diverted to storm water drainage system. 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) The storm water drains in the area are closed type. The drains are laid along roads & carry the water to the storm drain as per gravity. Please refer Annexure XIII for storm water drain layout. 2.12. Will the deployment of construction labourers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation) There will be no unsanitary condition on site as mobile toilets will be provided for the workers. 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) Sewage Treatment Plant will be provided. Please Refer Annexure VII: Details of Sewage Treatment Plant (STP). 2.14. Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use. Dual Plumbing System will be provided for the use of treated water for flushing & gardening. 3. VEGETATION 3.1 Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with its unique features, if any) Since there is no flora existing at site, there is no threat to bio-diversity. Further, the project proponent proposes to provide adequate landscape area.

” 20

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees and vegetation affected by the project) Not Applicable 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) Landscape details are attached as Annexure X. 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. Not applicable, as site is located in fully urbanized area that is in the village Gandhare, Kalyan. 4.2. Any direct or indirect impacts on the avifauna of the area? Provide details. Not applicable 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 due to excavation activity, dust emissions are expected. All other emission sources are intermittent and include emissions from materials transport, from heavy vehicles on site etc. During Operational phase minimal impacts on air quality due to vehicular emissions in the premises and emissions from DG sets while in operation are expected. 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. Impacts of dust generation during construction will be felt to a certain extent by people living on adjacent plots. To reduce these impacts following measures are proposed:

Temporary barriers to be erected to reduce dust impact to nearby areas. Water sprinkling during construction to reduce dust emissions. Trucks only to ply during day time Use of ready mix concrete carried in enclosed container Dust covers on trucks used for transportation of material

5.3. Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry & exit to the project site The proposed project will not create shortage of parking space for vehicle as adequate parking space is proposed and parking will be provided as per NBC and DC Rules.

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5.4. Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category. Traffic Management will be as follows

• Internal roads • Pathways • Driving instructions along with parking and site map will be displayed at appropriate place for visitors as

well as for residents 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. Traffic noise and vibration will increase during construction/ operation phase. Measures during construction phase:

Machinery for construction activity will be used during day time only. Workers will be provided with personnel effective equipment. Trucks only to ply during day time

Measures during Operation phase: Plantation of trees to reduce effects of noise pollution. Speed limits will be observed within the premises.

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 will be used only in emergencies during power failure. The proponents will ensure that DG Sets are supplied by standards suppliers. The DG Sets shall be provided with the acoustic enclosures and canopy to control the noise completely. 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? As the site is located in residential area, there is no question of building being obstacle to view or scenic amenity or landscape. 6.2. Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? There will be no adverse impacts on the existing structures within vicinity. 6.3. Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. Not Applicable 6.4. Are there any anthropological or archaeological sites or artifact nearby? State if any other significant features in the vicinity of the proposed site have been considered There are no anthropological / archaeological sites or artifacts nearby proposed project within 1Km. 7. SOCIO-ECONOMIC ASPECTS

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7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details. The project is in the developed area of Mumbai City and hence no major changes to the demographic structure of the local population will be observed. 7.2 Give details of the existing social infrastructure around the proposed project. The project is located in well developed area. School / Hospitals / Residential buildings etc. exists nearby along with these good communication and transport facilities are available. 7.3. Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? Not Applicable 8. BUILDING MATERIALS 8.1. May involve the use of building materials with high-embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency) No use of energy efficient processes or specialized building material for energy conservation. 8.2. Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? Special care will be taken during transportation of construction material like cement, sand, aggregate etc would be transported from various authorized material suppliers. Since road transport is unavoidable, such movement will be carried out during non- Peak hours as far as possible. 8.3. Are recycled materials used in roads and structures? State the extent of savings achieved? Waste generated during building construction due to use of various raw materials such as cement, metal and quarried natural aggregates will be used for construction of internal roads & back filling the plinth/ foundation in order to bring formation level of plot above the road level to facilitate storm water drainage. 8.4. Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project. The project proponent has proposed installation of Garbage room to collect solid waste. The garbage will be segregated and recyclable waste will be disposed through recyclers. The biodegradable waste will be composted using Organic Waste Converter and utilized as manure. Please refer Annexure VIII: Details of Solid Waste Generation & Disposal. 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? Energy details attached as Annexure XIV. 9.2 What type of, and capacity of, power back-up do you plan to provide?

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Energy details attached as Annexure XIV. 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? Increase natural source of light through glazed windows. 9.4. What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. Building orientation is in such a way so as to get daylight availability and adequate ventilation. 9.5. Does the layout of streets & buildings maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details. Yes. Solar hot water panel and solar street lightening will be provided to reduce energy usage in the operation phase. 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? Building has been oriented to North –South. The walls on East and south will have minimum openings. Also roof will be provided with top deck insulation. 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 Not Applicable. 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? Not Applicable as this is a relatively small development to result in climate change 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. Thermal Characteristics of building are as per ECBC norms for roof and external wall. 9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans. Fire fighting system will comprise of:

• Fire extinguishers and hydrants will be installed • Provision of fire safety construction and protective and warning system • Use of fire protection features such as sprinkler systems, hose boxes, hose reels systems, and other

firefighting equipment • Automatic fire alarm systems will be connected to the fire hydrant system

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• Fire doors, Fire-Resistant materials for flooring and walls • Safe Passage to a public way or safe dispersal area • Fire Exits, Sealing of stairways, vertical shafts, and horizontal exits from smoke and heat • Roof vents, Properly marked and lighted exits • Fire hydrants on the ramp, street sides. Fire hydrant will be manually operated • Fire exit plans will be conspicuously posted on each floor showing clearly the routes to appropriate

exits • Sufficient access / set back along all sides of building to facilitate movement of emergency vehicles • Portable fire extinguishers of 9 liter water (gas pressure) type, CO2, foam and dry chemical powder of

suitable capacities suitably distributed in the towers in accordance to IS: 2190. Please refer Annexure XVI: Fire Fighting Plan

9.11. If you are using glass as wall material provides details and specifications including emissive and thermal characteristics. Not Applicable 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 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 hot water panels and street lightning will be provided to reduce energy usage in the operation phase. 10. Environment Management Plan The 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. Environment Management Plan is enclosed.

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EMP Executable EMP for “Mohan Altezza” Project Location: 15 /5 ,23/1, S No- 17 ,H No 2/3 ,3 ,S No -62 /1 & 2,S No- 15 ,H No 6/1 & 6/2 , S No -18 ,H No -2/1 1A ,1D ,S No -23 ,H No 2/1 & 2/2 ,S No 9 ,H.No 5/1 ,2 ,S No -4/2 .Village Gandhare ,Taluka : Kalyan , District : Thane , State : Maharashtra Project Details:

1 Plot Area 48,150.00 m2 2 BUA 99259.46 m2 3 Tenements Residential: 477 flats

Commercial: 8 shops, 8 offices, 11 showroom School Building : 1 (G+3)

4 Population Residential: 2385; Commercial:446, School : 83

EMP made by: Oasis Environmental Foundation (Acc no. NABET/EIA/1619/RA016)

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1. Air Environment: 1.1 Construction Phase

a) Mobile source emissions I. Transportation of raw materials required for construction will be carried out during non-peak

hours. Proper traffic management for construction vehicles. II. Parking of delivery trucks or other equipment will not be permitted on public road during

unloading or when not in active use. III. To minimize dust emissions due to trucks carrying cement, gravel, sand to site, ready mix

concrete carried in enclosed container will be used, which is a better option as compared to on site batch mixing.

IV. Use of Dust Control measures during material transport like Water Sprinkling, Covering the trucks.

b) For stationary source emissions:

I. Most of the machinery related to construction will be located close to construction area for ease of handling. Machinery such as crushers, conveyers and mixers will be screened with sheets of suitable material to reduce generation of suspended particulate matter and noise.

II. 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.

III. Apart from these, equipment/machines and vehicles will always be kept in good state of repair to minimize emissions. Low emission vehicles/equipment should be used wherever feasible. Construction areas will be enclosed, wherever possible.

1.2 Operation Phase:

• Use of DG set as per CPCB norms; HSD used as fuel • Optimum Air to Fuel ratio for Reduced NOx Levels • Adequate Parking provision with driveways • Effective traffic management • Half yearly monitoring for AAQ will be done as per CPCB guidelines

2. Water Environment: 2.1 Construction Phase

• Construction water requirement met through tankers • Monitoring of surface and ground water for change in quality due to construction activity. • Drinking water analysis (Monthly) • Provision of temporary toilets with proper disposal of sewage through public sewer line • Use of tanker water for construction

2.2 Operation Phase We will install scientifically designed Rain Water Harvesting System, Sewage Treatment Plant. Rainwater harvesting system will have two-fold objective:

1. To utilize rain water available on the plot in direct way or indirect way to reduce the load on water supply system.

2. To minimize the storm water drainage load to avoid water logging locally as well as on larger scale.

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The total water collected by rainwater harvesting on the plot will be used for Ground water recharge which would increase ground water table of the area and reduce storm water quantity. We will implement properly designed storm water drains. Rain water harvesting will be done through 18 pits. This will reduce use of fresh water from ULB. Objective of Sewage Treatment will be to treat waste water so that it can be re-used for toilet flushing and gardening. Balance water will be let out to Grampanchayat Sewer line. Sewage treatment provided is highly sophisticated to treat sewage up to tertiary level. Low water consuming fixtures such as electronic activated taps will be used in the toilets to reduce water consumption. Operation and Maintenance for Rain Water Harvesting System:

Sr. No.

Activity O and M Frequency

1 Harvesting clean water

The roof top shall be made free of dumps and unwanted material. The dust and other material will be removed prior to monsoon.

Yearly

2 Cleaning of grill Cleaning of a grill with mesh will be fixed at the entrance of the drain pipes on the terrace to filter large particles like leaves, litter etc.

Weekly during monsoon.

3 Care to avoid contamination

Flush first runoff water (or 1000 lit) of storm shall be diverted to the sewer drain to avoid any contamination further.

4 System cleaning Entire system to checked and cleaned after every dry period of more than one month

Every month

5 Leakage Leakage to be repaired After observations at first monsoon

6 Tank maintenance

Physical inspection and repairing cracks with cement

Six monthly

7 Water quality testing

Water quality testing for drinking water as IS 10500.

Quarterly in terms of water tank Yearly during mid monsoon

Operation and Maintenance for STP (MBBR) technology: No. Activity O and M Frequency Remarks

1 Manual Bar Screen cleaning

2 twice daily in first and second shift

2 Raw Sewage pumping Automatic level switches arrange

Low level pump off & High level pump on

3 All Submersible pump maintenance

Oil level and impeller condition. Automaton check-up

Every 6 months If pump clogged on site maintained

4 All Submersible Jet Aerator maintenance

Oil level and impeller condition. Automaton

Every 6 months If aerator clogged on site

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check-up maintained 5 MMF and ACF Backwashing for 15

minutes should be done daily

Once daily Media to be changed after 2 years.

6 Green Belt Shredding/Cutting of Phragamites (Plants) as per requirement

Every 6 months

7 Yearly shut down, if any Once a year for one only for automation and MCC Panel check

11 a.m to 7 p.m. pumping will be shut down.

Other Measures includes:

• Awareness campaign for residents about effective treatment and recycling of treated waste water, and rain water harvesting.

• Provision of STP - Residential STP No. 1 - 270 m3/day, Residential STP No. 2 - 40 m3/day, Commercial STP No. 3 - 15 m3/day capacity with tertiary treatment (MBBR) followed by disinfecting facility by ozonation.

• Quarterly monitoring for STP inlet & outlet. • Rain water harvesting with 18 No. recharge pits • Use of recycled water for flushing, gardening • Strom water drainage will be properly maintained.

3. Solid Waste Management: 3.1 During construction:

1. Disposal of debris to authorized contractor. 2. Debris generated during construction is used as filling material on site for Plinth filling.

Total Excavation : 41172 cum Back filling and leveling: 32938 cum 3.2 During operation phase: 1. Segregation of dry waste and wet waste at source. 2. Separate collection system for plastic, Paper, Metal, Glass, Inert/ash and E-waste at society level,

transferred to authorized distributors. 3. Awareness campaign for residents for effective solid waste management & segregation practices. 4. Treatment of wet waste through mechanical composting of 2249 gm/ day capacity. 5. Use of manure for garden. 6. Hazardous waste is not applicable

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SOPs: Sr. No. Activity O and M Frequency

1 Moisture maintenance

Remove excess moisture Avoid addition of uncut fruits Avoid loading of inorganic material Addition of saw dust (initially 40 %,gradually decrease to 5% in 12 weeks)

Daily

2 Culture maintenance Add 0.1 % (by weight) composting culture Daily 3 Machine

maintenance Gear box needs refilling with grease after 5 years Preventive maintenance for Gear Box with as per manual

Monthly

4 ACF filter maintenance

ACF filter to be replaced Every 5 years

5 Blower inlet pipe To be cleaned if clogged with saw dust Weekly 4. Noise Environment 4.1 Construction Phase

• Barricades along the periphery of the Site • Ear Plugs for Laborers • DG set: Acoustic enclosure for noise control • Work to be carried out only during day time to avoid noise pollution at night times

4.2 Operation Phase • DG set: Acoustic enclosure for noise control • Adequate plantation which will act as external noise barrier for the residents • Half yearly monitoring will be done

5. Land Environment 5.1 Resource Management: The resources such as sand, metal etc will be taken from Govt. owned / approved agencies. One of the impacts on the land environment during construction phase is the requirement of construction materials as identified. It is proposed to use fly ash to partially offset use of cement in the construction. This will reduce sand requirement by about 20% & will also solve the problem of fly ash disposal. The proposed project involves removal of sub-stratum during excavation for foundation. The impact of excavation for foundation will be reduced due to use of excavated material / debris generated for filling purposes and for road construction. The solid waste generated due to packaging material will preferably be recycled and / or reused. 5.2 Traffic Management: Another impact identified during studies is the minor increase in traffic volume in the area in construction phase (because of the movement of trucks carrying raw materials) & in operation phase (due to vehicles movement for ferrying building occupants)

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Special care will be taken during transportation of construction material like cement, sand, aggregate etc as such material would be transported from various material suppliers. Since road transport is unavoidable, such movement will be carried out during non- peak hours as far as possible. The entry/exit to the site will be with adequate curvature at turning so that vehicles coming out/entering the buildings do not impinge on road traffic directly. As far as possible, material carrying trucks should be parked inside the complex & should not be parked on public road. 6. GUIDELINES FOR BIO-AESTHETIC MANAGEMENT 6.1 Green belt/Landscape Management

Greenbelt is important feature as far as landscape of the premises as well as biological environment is considered. Purpose 1. Enhancement of aesthetic value of the area 2. Proposed project is Residential Complex so proper landscape management is necessary to beautify

the area. 3. Help to reduce Air and Noise pollution. 4. Prior to plantation of trees Ecological value as well as aesthetic value of tree species should be

considered. 6.2 Plantation Specifications: Trees should be planted in 1 cu. m pits. The tree pits should preferably be in a row that is not concretized, with exposed ground, to facilitate infiltration of more water into the ground and healthy growth of root system. Good anchorage would help minimize uprooting of trees during unfavorable weather conditions. The pit should be filled with an even mixture of red earth, sand and farmyard manure. Saplings should be healthy 3-year old in age to ensure better survival. Trees should be watered on alternate days during dry season, for 4-5 years. Weekly watering is often required at later stage of growth. During this growing period, care should be taken to ensure that the tree is growing vertically and is without horizontal branches. Any branch appearing within 8 feet from ground should be removed by sawing at the trunk level. 6.3 Some Recommended species for plantation:

Ailathus excelsa Maharukh Albizzia lebek Shirish

Anthocephalus kadamba Kadamb Bauhinia purpurea Gulabi kanchan Butea monosperma Palas

Cassia fistula Bahawa Choclospermum religiosum Sonsawar

Cordia dichotoma Bhokar Dalbbergia sisoo Shisav Ficus arnottiana Payar

Ficus glomurata Umber Ficus retusa Nandruk

Mangifera indica Mango

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Michellia champaca Sonchaffa

Azardirachta indica Neem Syzygium cumini Jamun

Shrubs should be planted between trees, in the same way as the trees but in smaller pits (0.3 x 0.3 x 0.3 m). 7. Energy conservation aspects: Solar heating:

Sr. No. Activity O and M Frequency 1 Avoid objection

of light Check for maximum interception of sunlight. Avoide any shadow from trees, other objects

Monthly.

Cleaning of collector glass Once in week. 2 Broken glass To be replaced Whenever required. 3 Maintain

pressure of inlet Maintain necessary pressure for inlet. Weekly.

4 Occasional leakage

Leakage in entire system should be repaired As and when required.

5 Care for out of use equipment

Entire system should be drained totally and collector should be covered.

Before the use of equipment is to be closed.

6 Instructions leading to use of hot water by users

Instructions reg. use of hot water: for use at one time to save optimum electricity savings

Once in a day.

Solar electricity:

Sr. No. Activity O and M Frequency 1 Avoid objection

of light Check for maximum interception of sunlight. Avoid any shadow from trees, other objects

Monthly.

Cleaning of PV cell glass Once in week. 2 Broken glass To be replaced Whenever required. 3 Battery

maintenance Check for wiring, other regular maintenance Monthly. Water level in acid batteries Monthly Replacement of expired batteries Every three years.

Azardirachta indica Neem Caryota urens Fishtail palm Citrus species Lemon Dalbbergia sisoo Shisav Erythrina indica Pangara Gmelina arborea Shivan Mimosups elengii Bakul Murraya koengii Kadipatta Muntingia calabura Singapore cherry Roystonia regia Bottle palm Nyctanthus arbotritrits Parijatak

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8. Socio Economic Aspects The proposed construction project is specifically demarcated for residential development. Thus, there would not be any adverse impact on local population due to the project. This is seen as a positive impact on socio-economic environment as it will create additional jobs & give thrust to development of services sector in the city. 8.1 Construction phase: The health and safety of the workers for the construction project should be ensured by:

• Adequate drinking water, toilet and bathing facilities for workers • Personal protective and safety equipments will be provided. • Doctor & First aid facility for workers • Crèche for children of workers • Regular health check up for workers • Educational and awareness program for safety measures

8.2 Operation Phase: For safety purpose during operational phase

• Awareness programs regarding socio-economic impacts of residential projects on surrounding area.

• Environmental and safety awareness programs for surrounding area. • Disaster management/Emergency preparedness plan will be explained with the help of experts.

In addition, we will construct a compound wall of 1.5 M height and plant the trees within premises along compound wall, to attenuate the noise level. Periodic inspection and maintenance of all water storage tanks should be carried out at regular intervals to prevent outbreak of waterborne diseases.

9. EMP costs: Sr. No. Particular Capital cost

(INR ) in Lakhs O & M Cost (INR) in

1 Sewage treatment Plant (including external drainage connection) 47.45 01.89

2 Rain Water Harvesting 63.00 01.06

3 Storm Water networking (including external SWD connection) 56.00 00.60

4 Solid Waste Management 27.00 14.00 5 Green Belt Development 4.03 40.36 6 Swimming Pool 12.05 02.00 7 Solar Water heater / Energy Saving Measures 73.45 07.03 8 Water supply through tanker 00.07 Through KDMC

Total

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Table : Monitoring plan at operation phase:

Details Parameters Frequency Cost P. a.

1. Ambient Air PM10,PM2.5,SO2, NOx Half yearly 32,000 2. DG stack TS, SO2, NOx Half yearly 6,000 3. Noise Ambient Noise level Half Yearly 12,000 4.

STP waste water

pH, TDS, TSS, COD, BOD, Oil & grease, Residual chlorine, Ammonical nitrogen Phosphorus, Total nitrogen Coliforms

Monthly 30,000

5. Swimming Pool

pH, Odour, Clarity, Total alkalinity, Aluminium, Total residual Chlorine at inlet & outlet, Total hardness, Sulphate, Oxygen absorbed in 4 hr at 27oC

Quarterly

20,000

6. Manure from solid waste

pH, C:N ratio, organic carbon, Total nitrogen, Total Phosphates, Total Potassium

Quarterly 10.000

7. Env. Audit Yearly 50,000 Total 1,60,000

9. Responsibilities: 1. During construction phase, contractors as well as site-in-charge will be responsible for implementing all

the mitigation measures recommended. 2. Planting of trees on open spaces and road-side should be initiated during construction phase itself. 3. In operational phase, the work will be continued along with post-monitoring of planted area. An officer

will be appointed by us to ensure monitoring and inspection during construction period as explained above.

4. Mohan Altezza will constitute Environmental Management Cell (EMC) including in-house and outside experts (5 in Number) to deal with environmental issues at project stage for every project site. EMC meets every fortnight and assess the environmental issues at various on-going sites. After the society formation, a special training program to be organized for society office bearers to look into environment management in project operation stage.

10. Regulatory Compliance:

1. Obtain Consent to Establish from MPCB before start of work 2. Obtain Consent to Operate from MPCB before occupation of project. 3. Six monthly compliance for air, water, noise, soil monitoring and submission to MoEF.

*******

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ANNEXURES

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Annexure I

Google Image

Latitude - 19°15'42.05"N

Longitude - 73° 8'16.52"E

DP Map

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Location Plan

Annexure II

Contour Plan

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Annexure III

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Annexure IV

Area Statement Details

 A AREA STATEMENT SQ. MT. 1 AREA AS PER 7 / 12 EXTRACT 48,150.00

a ROAD SET BACK AREA 12.00M, 18.00M, 30.00M & 24.00M ROAD 6,133.00 + 1,150.00 7,283.00

b ANY RESERVATION PLAY GROUND AREA 3,774.00 c ANY RESERVATION (P.S.) 3,507.00 d ANY RESERVATION - TOTAL (A+B+C) 4,564.00 3 BALANCE AREA OF PLOT (1 - 2) 23,586.00 A 5% AMINITY SPACE 1,180.00 4 BALANCE NET PLOT AREA(3 - A) 22,406.00

B AREA STATEMENT(FSI) PLOT NO. 1

SQ. MT PLOT NO. 2 SQ. MT

1 AREA OF PLOT 17,506.00 4,900.00 2 DEDUCTION FOR AREA AS SITE MEASUREMENT a) ROAD SET BACK AREA - - b) PROPOSED ROAD - - c) ANY RESERVATION - - 3 TOTAL (a + b + C) - - 4 BALANCE AREA OF PLOT (1 - 2) 7,506.00 4,900.00 DEDUCTION FOR a) RECREATION GROUND 15% (PHYSICAL 20% 3,501.20) 2,625.90 735.00 b) INTERNAL ROAD - - TOTAL (a + b) 2,625.90 735.00 5 BALANCE AREA OF PLOT (3 - 4) 14,880.10 4,165.00 6 ADDITIONS PLOT AREA FOR PRIMARY SCHOOL 3,507.00 - 7 TOTAL PLOT AREA 18,387.10 - 8 ADDITIONS FOR FLOOR SPACE INDEX ROAD AREA (6,133.00 X 1.00 = 6,133.00 SQ. MT.) 2,025.70 4,107.30 ROAD AREA (1,150.00 X 2.15 = 2,472.00 SQ. MT.) 2,472.50 - 9 TOTAL AREA (5 + 6) 22,885.30 8,272.30 10 F.S.I. PERMISSIBLE ONE ONE

11 F.S.I. CREDIT AVAILABLE BY DEVELOPMENT RIGHTS RESTRICTED

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a) NET PLOT AREA @ 1.40 (K.D.M.C. / NRV / HVH / 3534 DATE 8.10.2014) 3,597.00 -

(K.D.M.C. / NRV / HVH / 6912 DATE 1.01.2014) 1,650.00 - (K.D.M.C. / NRV / HVH / 5117 DATE 2.10.2017) 2,728.00 - (K.D.M.C. / NRV / HVH / 5205 DATE 7.01.2017) 932.50 - (K.D.M.C. / NRV / HVH / 5313 DATE 11.01.2017) 3,989.20 - d) FROM D.P. ROAD - - e) FROM D.P. RESERVATION - -

12 PERMISSIBLE FLOOR AREA 35,782.00 8,424.00 13 EXISTING FLOOR AREA - - 14 PROPOSED AREA 35,498.06 8,423.25 15 EXCESS BALCONY AREA TAKEN IN TO F.S.I. 7.86 - 16 TOTAL BUILT UP AREA FSI (13 + 14 + 15) 35,505.92 8,423.25 17 F.S.I. CONSUMED 0.99 -

REAK-UP OF NON FSI SN DETAILS AREA IN M2 1 ENCL. BALCONY 4,310.62 2 PASSAGE AREA 7,100.82 3 STAIRCASE 5,056.79 4 TERRACE 6,046.90 5 LIFT LOBBY 1,749.03 6 REFUGE AREA 1,242.28 7 PARKING AREA 15,339.04 8 CLUB HOUSE NIL 9 LIFT SHAFT 2,578.92 10 LIFT MACHINE NIL 11 ELECTRIC METER ROOM 144.28 12 WATCHMAN CABIN NIL 13 SERVICES 3,452.03 14 SERVICES AREA 3,940.55 15 ROOF TOP TARRACE 4,369.03 TOTAL NON FSI 55,330.29

Total BUA = 43,921.31 (FSI) + 55,3330.29 (Non FSI) = 99,251.60 Sqm.

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Annexure V

Building Configuration & Occupancy Details • Building Configuration:

Sr. No

Type of Building Configuration Ht. of building No. of

tenements Occupancy Total

A Residential 1. Building 1 G+1 6.90 1 5 5

2.

Building 3 Wing A(alpine), B(blue rise) C (crest)

ST + 3 Podium + 27 Floors 90.90

Wing A- 168 Wing B- 50 Wing C- 140 Total - 358

5 1790

Wing D ST + 3 Podium + 8 Floors 54 5 270

4. Building 6 (Skyvilla)

G + 5 Podium + Lower Silt + Upper Stilt +16 Floor

74.70 64 5 320

Total 477 -- 2385 B Commercial

Sr. No

Type of Building Configuration

Ht. of building(height

Shop and office,

showroom)

No. of tenements Occupancy Total

1. Building 2 G + 2 Floors 10.50 Shops-8,

Offices-4 1/11m2 92 4.20

2. Building 4 B + G + 3 Floors 17.30 Showroom -11

( 3+3+3+2 ) 1/11m2 245 4.20

3. Building 6 G + 5 Podium + Lower Stilt + Upper Stilt + 16 Floors

74.70 Offices - 4 1/11m2 109

3.15

TOTAL 27 446 C SCHOOL(land handed over to KDMC)

1. Building 5 (School Bldg) G+3 15.20 NIL 1/11m2 83

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Annexure VI  

Water Demand and Water Budget  

1.0 BACKGROUND

“Altezza” is a residential & commercial construction project located at kalyan by Mohan Group. The project involves construction of 4 buildings with total 477 tenements (Population 2385), & Total 4 Nos. of Commercial Bldg. shops, Offices-4 & Show room-11. Residential Population – 2385, Commercial Population – 529. Water Demand & Water balance for this project is as follows Water Demand : The water demand for proposed project can be categorized as : A) Domestic Demand: This demand includes quantity of water required in dwelling units for drinking, washing, bathing, Cooking, sanitary / flushing and other purposes. This demand mainly depends upon the habits, social status, climatic conditions and custom of people. Normally recommended range for water demand for residential occupants is about 135 –200 lit / capita / day. The water supply rate for this project has been considered as 135 lits. / capita/day. Out of this, requirement for domestic and flushing will be 90 liters & 45 liters.

Residential Buildings Sr. No.

Type of Building Water Demand ( Lit per day ) Total Water Demand (Lit per Day) Domestic Flushing Fire fighting

1 1 450 225 10000 10675 2 3 161100 80550 10000 251650 3 3 24300 12150 10000 46450 4 6 28800 14400 10000 53200 Sub Total 214650 107325 40000 361975

COMMERCIAL BUILDING

Type of Building

No. of Shops

Water Demand ( Lit per day ) Total Water Demand (Lit per Day) Domestic Flushing Fire fighting

Bldg No. 2 S-8,O-4 1380 2760 Nil 4140

Bldg No. 4 SHOW ROOM- 11 3675 7350 Nil 11025

Bldg No. 6 OFFICE-4 1635 3270 Nil 4905 Sub Total 6690 13380 NIL 20070

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Bldg No. 5 SCHOOL 1245 2490 Nil 3735 Sub Total 7935 29250 Nil 23805 Total 222585 136575 40000 385780

B) Public Uses

This will cover the requirement of gardens etc. Water required for maintaining gardens, is worked out at 6 lts./sq.mt. of green area. Water required for Green Area will be supplied by recycled water from proposed S.T.P. if any Green Area – 3561 Sqm. Water Requirement for Garden area is 21365.4 Lit/day Water Requirement for Club House is 5000 lit/day

2.0 Water Balance in Dry & Wet Season

WATER BALANCING STATEMENT (DRY SEASON)

Sr.

No. Description Water Requirement Losses Sewage

Generation Water use

Fresh Recycled Cum/ Day Cum/Day Cum/Day Cum/Day Cum/Day 1 Domestic 222.59 22.26 200.33 222.59 ----- 2 Flushing 136.58 13.66 122.92 ------ 136.58 3 Landscaping 21.37 21.37 ----- ----- 21.37 4 Club House 5.00 0.50 4.50 5.00 ----- TOTAL 385.53 57.78 327.74 227.59 157.94

Note:- Quantity of surplus water (327.74 - 157.94)=169.80 Cu.mt will have to be disposed off drainage line .

WATER BALANCING STATEMENT (WET SEASON)

Sr.

No. Description Water Requirement Losses Sewage

Generation Water use

Fresh Recycled Cum/ Day Cum/Day Cum/Day Cum/Day Cum/Day 1 Domestic 222.59 22.26 200.33 222.59 ----- 2 Flushing 136.58 13.66 122.92 ------ 136.58

3 Landscaping 0.00 0.00 ----- ----- 0.00

4 Club House 5.00 0.50 4.50 5.00 ----- TOTAL 364.16 36.42 327.74 227.59 136.58

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Note: - Quantity of surplus water (327.74- 136.58)=191.16 Cu.mt will have to be disposed off drainage line .

3.0

WATER SOURCE

It is proposed that water will be available from Thane Municipal Council. Though it is primary source, in case of shortage / non-supply from that, secondary source in form of bore well / tanker shall be considered.

4.0 WATER STORAGE 4.1 Fire Storage

Fire storages will be provided as per the provisional N.O.C. from Chief Fire Officer.

4.2 Domestic Storage

This storage will be provided

a) In Under Ground Storage Tank (U.G.T.)

b) In Over Head tank (O.H.T) of Each building

Considering the nature of occupancy we propose 1.5 days storage in the U.G.T. Water will be pumped from proposed U.G.T. to the overhead tanks on buildings through a Liquid Level Control System or Hydro pneumatic System. The Under Ground Tank (UGT) is to be provided with storage capacities for raw water storage and Outside Grampanchayat water storage.

Since enough water may not be available from the Outside Thane Municipal sources, we suggest that minimum two compartments be provided in the U.G.T. One compartment would be for the raw water to be received from wells / bore-wells / tankers. This water will have to be treated before pumping to the treated water compartment. The other compartment will be for treated water, where, the Outside Grampanchayat water and / or treated water would store and used for domestic purposes.

Capacity of the U.G.T. will be as below Raw Water Storage Tank (Lit) : 113793 Treated Water Storage tank (Lit): 227585 Fire Fighting Tank (Lit) : 12,45,000 Total : 1586378

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Annexure VII

Details of sewage treatment plant

The quantity of sewage is based on water supply consumption figures. The quantity of sewage generation is about 90 % of domestic water consumption. For this project three number of STP’s are proposed. The Capacity of Sewage Treatment Plant for residential & commercial buildings area as follows 1) Residential STP No. 1 - 270 m3/day 2) Residential STP No. 2 - 40 m3/day 3) Commercial STP No. 3 - 15 m3/day For location of STP please Refer Annexure III: Layout Map 8.1 SEWAGE QUALITY The wastewater generated is exclusively domestic in nature and hence quality of sewage is known (as per standard range). The parameter would be as follows: DETAILS OF RAW SEWAGE & TREATED SEWAGE QUALITY Sr. No. Parameters Value (mg/lt)

Before After Treatment 01 pH 6-8 6.5 - 9

02 Total Suspended Solids 150 - 200 < 50

03 Oil & Grease 100 - 200 < 10

04 BOD @ 3 days 270C 350-500 <10

05 COD 600-800 <125

06 TDS 500 - 600 <400

07 Total Nitrogen 50-100 <10

08 Ammonical Nitrogen 10-50 <5

09 Phosphates 20-50 <5

10 Residual Chlorine 5-10 <1.0

All parameters except pH are expressed in mg/lt.

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The treated waste water will be recycled for gardening through sprinklers/drip irrigation system and for Flushing. The excess treated water will be disposed off in nearby municipal sewer. The plant will be constructed below Ground Level the equipment room will be located above near the Sewage Treatment Plant. DESCRIPTION OF TREATMENT PLANT On the basis of characteristics of sewage the following treatment scheme is adopted. The sewage will be first passed through the screen chamber for removing of floating objects. The sewage will then taken to the oil & grease chamber for removal of floating objects. The sewage will be collected in the Collection Tank. The sewage will be pumped to the Aeration Tank using Sewage Transfer Pump. The Activated Sludge Process removes suspended and dissolved organic matter from the wastewater which creates Biological Oxygen Demand thereby reducing Dissolved Oxygen (D.O.) from which (if not arrested) would lead to septic condition and foul smell. The Moving Bed Biological Reactor (MBBR) process incorporates the positive traits of two fundamental biological treatment process, namely fixed technology and suspended growth technology (conventional activated sludge), together into one hybrid system. By combing high biomass quantities typical of MBBR technologies with fluidization typical of a conventional activated sludge, the process achieves high removal rates in a small volume. These attached growths significantly increase the microbial population within the tank, thereby increasing the SRT of the system without increasing the suspended growth population. System is based on retention of an adequate biomass. Suspended growth systems are known as activated sludge. The basic system consists of Aeration Tank and Clarifier. Bacteria grow by consuming organic matter (Food) in the Aeration Tank. They are separated from the wastewater in the Clarifier and returned to the Aeration Tank for further growth normally termed as Mixed Liquor Suspended Solids (MLSS). MLSS in the range of 3500 - 4000 mg/lt, is considered for the design of ASP. Food to Micro - Organism ratio (f/m) in the range of 0.1 - 0.3 is considered to design an Activated

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Sludge Process. The activated sludge is biologically active and it contains a great number of aerobic bacteria and other micro - organism that have got an unusual property to oxidise the organic matter. Air is provided for the supply of oxygen to the bacteria and to keep the sludge in suspension and also to avoid foul smelling of the effluent. Sludge recirculation pumps are provided for returning the sludge back to the Aeration Tank. The clear & treated sewage from the Clarifier will be taken to Filter Feed Tank. The Filter Feed Tank will be provided with air grid. The sewage from the Filter Feed Tank will be pumped to the Dual Media Filter with help of Two Nos. of centrifugal non clog, self priming pump having capacity of 1.0 m 3/ hr @ 20 m head. The Dual Media Filter will be of MS with sand media. The function of the Dual Media Filter will be to remove the suspended matter and organic matter, which is present in the sewage. The sewage is then passed through Activated Carbon Filter. The organic matter will be adsorbed on the carbon layer. The treated water is then passed through the The treated water is then further passed to the UV system. The clear sewage will then be collected in the Treated Water Tank where Ozination will be done. The treated sewage will be used for gardening purpose and for Flushing purpose. The excess sludge from the Secondary Clarifier will be taken to the Filter Press for drying process. Dried sludge shall be carted for land filling. The sewage treatment plant will be complete with piping works, electrical work and instrumentation works. STP Flow Diagram

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COST OF THE STP PROJECT FOR ALTEZZA KALYAN A ) (Equipment cost) Sr. No.

Location Capacity of STP Cost of equipments

01 Plot No 1 (Residential) 270 m3/day 27,00,000.00 02 Commercial Project Plot No1 15 m3/day 9,25,000.00

03 Plot No 2(Residential) 40 m3/day 11,20,000.00 B) OPERATION & MAINTENANCE COST (Operator +Chemical +Power) Sr. No.

Location Capacity of STP Cost of O&M per month

01 Plot No 1 (Residential) 270 m3/day 87,000.00 02 Commercial Project Plot No1 15 m3/day 44,000.00

03 Plot No 2(Residential) 40 m3/day 58,000.00

Annexure VIII

Details of Generation and Disposal of Solid Waste

SOLID WASTE MANAGEMENT Accumulations of waste in urban areas give rise to problems like bad odour, epidemics of infectious diseases, rodent problems etc. In today’s context, matter of concern is how to manage the large quantity of wastes in different forms. Treatment and disposal of such wastes through conventional methods is inefficient as well as unsatisfactory. During the last decade some new biotechnology based options are emerging to solve these problems.

Quantity of Solid Waste Household waste (Fresh) and dried leaves waste will be brought to the composting shed. Generally, the wet solid waste generated at the flats is in the range of 460 g/person/day.

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SR. NO.

No. of Building

No. of Flats / Tenements Population

Solid waste generation

Kg/person/ Day Wet Garbage

(62%) Dry

Garbage (38%)

Total Garbage Kg/Day

1 1 1 5 0.46 1.43 0.87 2.30 2 3 358 1790 0.46 510.51 312.89 823.40 3 3 54 1790 0.46 510.51 312.89 823.40 4 6 64 270 0.46 77.00 47.20 124.20

Total 477 3855 1099.4 673.9 1773.30 COMMERCIAL BUILDING Sr. no.

Type of Building No. of shops Population

Solid waste generation

Kg/person/ Day Wet Garbage

(38%) Dry

Garbage (62%)

Total Garbage Kg/Day

1 2 S-8,O-4 92 0.25 8.74 14.26 23.00

2 4 SHOW ROOM- 11 245 0.25 23.28 37.98 61.25

3 6 OFFICE-4 109 0.25 10.36 16.90 27.25 Sub Total 446 42.4 69.1 111.50 4 5 SCHOOL 83 0.25 7.89 12.87 20.75 Total 4384 1149.701 755.849 1905.55

Area Required of Solid Waste

Mechanized Composting Machine 25.50Sq. m

Space for incoming solid waste 7.00 Sq. m

Segregation Table 3.00 Sq. m

Space for finished Product 12.00 Sq. m

Washing Area 6.00 Sq. m

Shredder Area 3.00 Sq. m

” 49

Annexure IX SERVICES LOCATION PLAN

Annexure X Landscape Details

Area of Plot 48,150.00 Sq. mt. Net gross area of plot 22,406.00 Sq. mt. Open space provided (10%) 3360.9 Sq. mt. Required RG Area 3560.90 Sq. m Provided Green Area 8000 Sq. m LANDSCAPE AREA DETAILS : RG area on the ground (sq. m.) 3990 sq. m. RG area on the podium (sq. m.) 4000 sq m

IRRIGATION DEMAND: Irrigation rate of supply 6 lit / sq. mt. Irrigation water demand 18600 Cum/Day

PLANTATION:

” 50

Description No. of trees required

No. of trees planted

No of trees required = 1 Tree / 20 Sq. M (plot area) = 3561 / 20 sq. mt. 178 397

NOC for the Tree cutting / transplantation/ compensatory plantation, if any Not Applicable

LIST OF TREES FOR PLANTATION: Sr. No Botanical name Common name Number

1 SPATHODEA CAMPANULATA (African Tulip Tree) 9

2 BAUHINIA PURPUREA (Hong Kong Orchid, Kachana,Rakta Kanchan

44

3 PONGAMIA PINNATA (Karanji - Honge) 9

4 LAGERSTROEMIA SPECIOSA (Pride of India, Tamhan) 31

5 MICHELIA CAMPACA (Campa Tree) 4

6 PLUMERIA ALBA (White Frangipani, Chafa) 43

7 PLUMERIA RUBRA (Red Frangipani, Chafa) 22

8 DALBERGIA LATIFOLIA (Sitsal) 12 9 NYCTHANTHES ARBOR TRISTIS (Harsinghar) 24 10 PELTOPHORUM FERRIGENUM Yellow Flame 12 11 CASSIA FISTULA (Amaltas) 7 12 MILLINGTONIA HORTENSIS (Indian Cork Tree) 34 13 CALLOPHYLLUM INNOPHYLLUM (Sultana Champa/Undi) 3 14 TECTONA GRANDIS (Teakwood) 8 15 PALMS ARECA CATECHU (Betel Nut Palm) 54 16 ROYSTONEA OLERACEA (Royal Palm) 11 17 WODYETIA BIFURCATA (Fox Tail Palm) 64

18 RAVENALA MADAGASCARIENSIS (Traveller's Palm) 6

TOTAL 397(400 approx) LANDSCAPE PLAN

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Annexure XI

List of Building Materials & Equipments Following machinery will utilize on site for execution of project:- Machinery used for construction – 1. IBAG MIXER 2. BAGMIXER 3. CONCRETE PUMP 4. VIBRATOR 5. WELDING MACHINE 6. DEWATERING PUMP 7. BREAKER 8. PORCLAIN 9. JCB Building Material - 1. CEMENT 2. BRICK 3. STEEL 4. FLYASH 5. METAL 6. SAND 7. POP 8. MARBLE 9. VITRIFIEDTILE 10. CERAMIC TILE 11. TEAKWOOD 12. ALUMINIUM

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Annexure XII

Parking Statement

Sr. No.

Type Applicable no of parking As per DCR

Provided parking

1. 4 Wheeler 480 741

2. 2 Wheeler 602 602

3. Cycles 602 602

Total area provided for parking: 15339 Sq. m (PODIUM AND BASEMENT) No. of car parking provided: 741 Type of parking (Open/Stilt/Basement): Open & Covered both Area per car including driveway provided for car parking: 2.5 X 4.5 =11.25 sq. m. Width of all internal roads: 6 m

PARKING PLAN

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TRAFFIC MOVEMENT PLAN

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Annexure XIII

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STORM WATERLAYOUT

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Annexure IV  

DETAILS OF ENERGY REQUIREMENT & ENERGY CONSERVATION MEASURES (Building No 1 & 2, Building No 3 (Wing D) & Building No 6)  

  

1. Energy Requirement:  

A.  During Construction Phase: 

Source of power supply MSEDCL.  Total demanded load will be  400 KW (Approx.)  D.G. Sets. (Approx. 320 KVA x 1 No’s as backup).  Fuel Requirement (Diesel at 75% loading) – 63 liters. /hr   

Budgetary allocation (capital Cost & O&M Cost):

Capital Cost: 24 Lacks for DG Set

O &M: per annum Rs. 2.4 Lack for DG Set B. During Operation Phase: 

Source of supply: MSEDCL.  Total Connected Load:  4443 KW, 5227 KVA, 

Transformer Capacity with DF of 1.5 for commercial & For Residential 2.5 & 1.5 above & below 500 Sq feet area respectively as per MSEDCL Circular: 1110 KW, 1305 KVA, 

Recommended Transformers: 1000 KVA X 1 No’s + 630 KVA 1 No’s.  DG Sets:  35 KVA X 1 No’s + 200 KVA X 1 No’s + 250 KVA X 1 No’s + 500 KVA X 2 No’s.  Fuel Requirement (Diesel at 75% loading) – liters. /hr. each DG –   Diesel at 75% loading 10.25Liters, 41.64Litres, 51.48Liters, 99.92Liters respectively. 

Budgetary allocation (Capital Cost & O&M Cost): Capital Cost: 40, 25 Lacks Respectively, Total Rs. 65 Lacks for Transformer O &M: per annum Total 1.3 Lacks Capital Cost: 3, 15, 18.75, and 37.5 Lacks Respectively, Total Rs. 111.75 Lacks for DG Set O &M: per annum Total 7.5 Lacks  

2. Energy Conservation Measures:  

Use of LED in Parking area, lift‐lobby and stair‐case.  Using Solar system in Common Area Lighting (10%). & Street/ Landscape lights with LED lamps.  V3F drive is proposed for all lifts.  As  per  MSEDCL  requirements,  it  is  recommended  to  use  low  loss  Transformer.  Losses  for 

Transformer shall, in principal, comply with ECBC norms. 

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Recommend to attain power factor of the installation near unity.  Independent Energy meters for all pollution control equipments.  

 3. Following are the Energy efficient fixtures recommended for energy conservation:‐ 

T5 lamp & Electronic Ballasts are proposed for parking areas.  LED type of light source is proposed for common Lobby, Lounge, and Staircase area.  Automatic time based controls are proposed for all outside  lighting to save power by avoiding manual switching ON & OFF the lights. 

Motion Sensors are proposed in Car Parking Areas & Lift lobbies.  

BUILDING 1, 2, 3, 6

Sr No Description of loads

Conventional Method Consumption

By adopting energy saving Method Saving

KWH/DAYTotal

Saving in% KWH Per

day KWH Per

Year KWH Per

day KWH Per

Year

A 1

External area lighting load Bldg 1,2,3 30.24 11037.6 0 0 30.2 100.00%

ENERGY CONSERVATION METHOD

70 NOS 36 W External lights FOR 12 HRS

15 NOS 36 W External lights with standalone

solar panel

A 2

External area lighting load Bldg 6 34.56 12614.4 0 0 34.56 100.00% ENERGY COBNSERVATION METHOD

40 NOS. 72 W External lights for 12

hrs

40 NOS. 72 W External lights with

standalone solar panel

B

Bldg. 1 lighting load, Bldg. 2 Common area lighting load, Shop area lighting load, Bldg 3. Common area lighting load, Bldg. 6 Common area lighting load

1294.272 472409.28 647.1 236204.6

4 647.1 50.00%

TOTAL TUBE LIGHT FIXTURE 2996NOS

(2996NOS*36W*12HRS)

(2996NOS*18W*12HRS)

ENERGY CONSERVATION METHOD

NORMAL 36W TUBE LIGHT LED TUBE LIGHT

C

GEYSER CONSUMPTION 247.5 90337.5 120.0 43800 128 51.52% 3KWH GEYSER USAGE PER FLAT 0.5 HR for Bldg. 6 + Bldg. 1

(160 + 5 NOS*3000W*.5HRS)

50% HOT WATER ON SOLAR

ENERGY CONSERVATION METHOD

3 KWH GEYSER FOR 15MIN.

SOLAR WATER HEATER

D 1

LIFTS BLDG 2 66 24090 56.1 20476.5 10 15.00% 2NOS LIFTS & TOTAL LOAD (2*11KW*3HRS) 85% CONSUMPTION ENERGY CONSERVATION METHOD

MOTOR WITHOUT VFD MOTOR WITH VFD

D 2 LIFTS BLDG 3 74 27010 62.9 22958.5 11 15.00%

3NOS LIFTS & TOTAL LOAD (2*11KW*2HRS + 1*15KW*2HRS) 85% CONSUMPTION

” 60

ENERGY CONSERVATION METHOD

MOTOR WITHOUT VFD MOTOR WITH VFD

D 3

LIFTS BLDG 6 100 36500 85.0 31025 15 15.00% 3NOS LIFTS & TOTAL LOAD (2NOS*15KW*2HRS +

1NOS*20KW*2HRS) 85% CONSUMPTION

ENERGY CONSERVATION METHOD

MOTOR WITHOUT VFD MOTOR WITH VFD

E 1

ENERGY GENERATION BY SOLAR PV CELLS BLDG 2 100 36500 100 100.00%

10KWH SOLAR POWER GENERATION PLANT ON BLDG. 2 TERRACE

(10KWH * 1BLDG * 10HRS)

ENERGY CONSERVATION METHOD

SOLAR POWER PLANT CONNECTED

TO GRID

E 2

ENERGY GENERATION BY SOLAR PV CELLS BLDG 3 100 36500 100 100.00%

10KWH SOLAR POWER GENERATION PLANT ON BLDG. 3 TERRACE

(10KWH * 1BLDG * 10HRS)

ENERGY CONSERVATION METHOD

SOLAR POWER PLANT CONNECTED

TO GRID

TOTAL Consumption 1812 661384 971 354465 1075

TOTAL KW OF BUILDING 1,2,3,6 PER DAY LOAD =   

4799.94 TOTAL KW SAVING PER DAY =  1075.44SAVING AGAINST TOTAL BLDG 1 LOAD =  22.4%

TOTAL KW OF BLDG 1, BLDG 2, BLDG 3,6 COMMON AREA LTG PER DAY  =  

1294.27 TOTAL KW OF SAVING PER DAY WITH SOLAR  =  264.80SAVING AGAINST TOTAL  LIGHTING LOAD=  20.5%

TOTAL KW OF ALL FLATS BLDG 1,6 PER DAY LOAD =   931.75TOTAL KW OF SAVING PER DAY WITH SOLAR HEATER =  127.50SAVING AGAINST ALL FLATS PER DAY LOAD =  14%

      

 

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DETAILS OF ENERGY REQUIREMENT & ENERGY CONSERVATION MEASURES (Building No 3 (Wing A,B & C) ,Building 4 (commercial) 

  

4. Energy Requirement:  

C.  During Construction Phase: 

Source of power supply MSEDCL.  Total demanded load will be  100  KW (Approx.)  D.G. Sets. (Approx.              100  KVA x 1               No. as backup).  Fuel Requirement (Diesel at 75% loading) –   17      liters. /hr   

Budgetary allocation(capital Cost & O&M Cost):

Capital Cost: Rs. 6,50,000.00

O &M: per annum Rs. 45,000.00  

D. During Operation Phase: 

Source of supply: MSEDCL.  Total Connected Load:         4565      KW,    4805     KVA,  Transformer Capacity with DF of 1.5 for commercial & For Residential 2.5 & 1.5  

above & below 500 Sq feet area respectively as per MSEDCL Circular:    2525 KW,          3250KVA,  Recommended Transformers:      1000    KVA X 2          Nos. ( For residential )  Recommended Transformers:      1250    KVA X 1          Nos. ( For commercial )   DG Sets:     500 KVA X 1      No. ( for residential)  DG Sets:     1250 KVA X 1      No. ( for commercial)  Fuel Requirement (Diesel at 75% loading) – 82 liters. /hr. each DG. ( for residential )  Fuel Requirement (Diesel at 75% loading) – 190 liters. /hr. each DG. ( for commercial ) 

Budgetary allocation (capital Cost & O& M Cost): Capital Cost: 500KVA DG SET – Rs. 27,00,000/- 1250 KVA DG SET- Rs. 65,00,000/-

O &M: Rs.90,000 & Rs 1,25,000 respectively per annum  

5. Energy Conservation Measures:  

Use of LED in Parking area, lift‐lobby and stair‐case.  Using Solar system in Common Area Lighting (10%). & Street/ Landscape lights with LED lamps.  V3F drive is proposed for all lifts.  As  per  MSEDCL  requirements,  it  is  recommended  to  use  low  loss  Transformer.  Losses  for 

Transformer shall, in principal, comply with ECBC norms.  Recommend to attain power factor of the installation near unity.  Independent Energy meters for all pollution control equipments.  

” 62

 6. Following are the Energy efficient fixtures recommended for energy conservation:‐ 

T5 lamp & Electronic Ballasts are proposed for parking areas.  LED type of light source is proposed for common Lobby, Lounge, and Staircase area.  Automatic time based controls are proposed for all outside  lighting to save power by avoiding manual switching ON & OFF the lights. 

Motion Sensors are proposed in Car Parking Areas & Lift lobbies.  

The estimated saving in common area lighting consumption is up to     35 %  i.e.  46336     KWh per Annum, due to adopting above measures.   

   

DETAILS OF ENERGY REQUIREMENT & ENERGY CONSERVATION MEASURES School (G+3) 

  

7. Energy Requirement:  

E.  During Construction Phase: 

Source of power supply MSEDCL.  Total demanded load will be 100 KW (Approx.)  D.G. Sets. (Approx. 125 KVA x 1 No. as backup).  Fuel Requirement (Diesel at 75% loading) – 26.87 liters. /hr   

Budgetary allocation (capital Cost & O&M Cost): Capital Cost: Rs. 10 Lacks for DG Set O &M: per annum Rs. 1 Lack for DG Set

 F. During Operation Phase: 

Source of supply: MSEDCL.  Total Connected Load: 288 KW, 339 KVA,  Transformer Capacity with DF of 1.5 for commercial & For Residential 2.5 & 1.5  

Above & below 500 Sq feet area respectively as per MSEDCL Circular:   128 KW,           150 KVA, 

Recommended Transformers: 200 KVA X 1 Nos. (For school Bldg.)  DG Sets: 200 KVA X 1 No. (For school Bldg.)  Fuel Requirement (Diesel at 75% loading) – 41.64 liters. /hr. each DG. (For school Bldg.) 

Budgetary allocation (capital Cost & O& M Cost): Capital Cost: 200 KVA DG SET – Rs. 15 Lacks O &M: Rs. 0.75 lacks per annum Capital Cost: 200 KVA for Transformer – Rs. 10 Lacks O &M: per annum Total 0.5 Lacks

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 8. Energy Conservation Measures: 

  Use of LED in Parking area, lift‐lobby and stair‐case.  Using Solar system in Common Area Lighting (10%). & Street/ Landscape lights with LED lamps.  V3F drive is proposed for all lifts.  As  per  MSEDCL  requirements,  it  is  recommended  to  use  low  loss  Transformer.  Losses  for 

Transformer shall, in principal, comply with ECBC norms.  Recommend to attain power factor of the installation near unity.  Independent Energy meters for all pollution control equipments.  

 9. Following are the Energy efficient fixtures recommended for energy conservation:‐ 

T5 lamp & Electronic Ballasts are proposed for parking areas.  LED type of light source is proposed for common Lobby, Lounge, and Staircase area.  Automatic time based controls are proposed for all outside  lighting to save power by avoiding manual switching ON & OFF the lights. 

Motion Sensors are proposed in Car Parking Areas & Lift lobbies.  

The  estimated  saving  in  common  area  lighting  consumption  is  up  to  37 %  i.e.  66500 KWh  per Annum, due to adopting above measures.   

MOHAN ALTEZZA SCHOOL BUILDING

Sr No Description of loads Conventional Method By adopting energy

saving Method Saving KWH/DAY

Total Saving

in% KWH Per day

KWH Per Year

KWH Per day

KWH Per Year

A

External area lighting load 8.64 3153.6 0 0 8.64 100.00%

ENERGY CONSERVATION METHOD

20 NOS 36 W External lights FOR 12 HRS

20 NOS 36 W External lights with standalone

solar panel

B

Common area lighting load 66.96 24440.4 33.5 12220.2 33.5 50.00% TOTAL TUBE LIGHT FIXTURE 155NOS (155NOS*36W*12HRS) (155NOS*18W*12HRS)

ENERGY CONSERVATION METHOD

NORMAL 36W TUBE LIGHT 18 W LED TUBE LIGHT

C

Class /other room lighting load 107.136 39104.64 59.5 21724.8 47.6 44.44% TOTAL TUBE LIGHT FIXTURE 248NOS (248NOS*36W*12HRS) (248NOS*20W*12HRS)

ENERGY CONSERVATION METHOD

NORMAL 36W TUBE LIGHT 20 W LED TUBE LIGHT

D ENERGY GENERATION BY SOLAR PV CELLS 100 36500 100 100.00

%

” 64

10KWH SOLAR POWER GENERATION PLANT ON SCHOOL BLDG. TERRACE

(10KWH * 1BLDG * 10HRS)

ENERGY CONSERVATION METHOD SOLAR POWER PLANT

CONNECTED TO GRID

TOTAL Consumption 183 66699 93 33945 190

TOTAL KW OF SCHL. BLDG PER DAY LOAD =  765.28 TOTAL KW SAVING PER DAY =  189.74 TOTAL SAVING AGAINST SCHL. BLDG LOAD =  24.8% 

TOTAL KW OF COMMON AREA LIGHTING PER DAY LOAD =  

66.96  TOTAL KW OF SAVING PER DAY WITH SOLAR LTG =  8.64 SAVING AGAINST TOTAL COMMON AREA LIGHTING LOAD= 

12.9%   

 

Annexure XV

Environmental Commitment statement

S.N. Description Capital Cost (INR)

Maintenance Cost ( INR/year )

Manpower

1 Sewage Treatment Plant 47,45,000 1,89,000 1

2 Rain Water Harvesting 63,00,000 1,60,000 1

3 Storm Water Networking 56,01,500 60,000 1

4 Solid Waste Management 27,00,000 14,00,000 3

5 Solar Street Lightning 25,50,000 2,50,000 1

6 Solar Water Heater 73,45,800 7,03,000 1

7 Green Belt Development 4,03,68,000 4,036,800 1

Total 40368000 4096800 9

” 65

Annexure XIV

Fire Fighting Plan Details

• Fire fighting system will comprise of:

• Fire extinguishers and hydrants will be installed

• Provision of fire safety construction and protective and warning system

• Use of fire protection features such as sprinkler systems, hose boxes, hose reels systems, and other firefighting equipment

• Automatic fire alarm systems will be connected to the fire hydrant system

• Fire doors, Fire-Resistant materials for flooring and walls

• Safe Passage to a public way or safe dispersal area

• Fire Exits, Sealing of stairways, vertical shafts, and horizontal exits from smoke and heat

• Roof vents, Properly marked and lighted exits

• Fire hydrants on the ramp, street sides. Fire hydrant will be manually operated

• Fire exit plans will be conspicuously posted on each floor showing clearly the routes to appropriate exits

• Sufficient access / set back along all sides of building to facilitate movement of emergency vehicles

• Portable fire extinguishers of 9 liter water (gas pressure) type, CO2, foam and dry chemical powder of suitable capacities suitably distributed in the towers in accordance to IS: 2190.

Fire and Other Emergencies Response and Alertness: 1. Please pay attention to fire place and other reasons first. 2. Check if fire is caused due to electrical short circuit or Leakage of gas cylinder. 3. When you see fire please alert all people and turn off all electricity switch. 4. To alert other people, break the fire box glass of you floor, so that safety guard and other people can know the exact location of fire. 5. Use fire prevention system of your floor and try to control the fire. 6. Immediately inform fire brigade, police and Electricity Board. 7. Stop using lift at time of fire. Do not try to run here and there. Possible use staircase of the building to go down.

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