FORM – 1& 1A - Welcome to Environmentenvironmentclearance.nic.in/writereaddata/formB/MODIEC/0...Andheri (E). Form 1 – Mahakali Darshan 1 APPENDIX - I (See paragraph - 6) FORM 1

FORM – 1& 1A “MAHAKALI DARSHAN”

At Village Gundavali situated at Western Express Highway,

Andheri (E).

FORM – 1 “MAHAKALI DARSHAN”


Andheri (E).

Form 1 – Mahakali Darshan

1

APPENDIX - I

(See paragraph - 6)

FORM 1

(I) Basic Information

Name of the Project : “Mahakali Darshan”

Location of the site/ alternatives under consideration: The site is situated at Plot bearing C.T.S. No.78 & 79 of village Gundavali situated at Western Express Highway, Andheri (E), K / East Ward Mumbai, State- Maharashtra.

The site is within the limits of Municipal Corporation Greater Mumbai,

a. The project is a Slum Rehabilitation Scheme and is approved by Slum Rehabilitation Authority

b. Availability of proper road access to the project site for movement of construction equipment, materials etc during the construction phase.

c. Suitability of land from Topographical and Geological considerations.

d. Easy availability of the water supply and electricity supply from government boards, local sources as well as own source of water

Size of the Project : Total Plot Area: 30,278.70 Sq. mt. Net Plot area: 23,609.70 Sq. mt.

Expected cost of the project :

Land Cost: 9 Crores

Construction cost: 171 Crores

The total cost of the project is Rs. 180/- Crores only.

Contact Information :

Sr. Nos. Description Remarks

1. Name of the proponent M/s. Sunshine Builders & Developers

2. Detailed address A - 501,Kotia Nirman,opp.Laxmi Industrial Estate,New link road,Andheri (W)Mumbai- 400053

3. Signing Authority Mr. Sunil Pawar

4. Contact Numbers Tel:40350000


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Screening Category : Construction project 8 (B)

Capacity corresponding to sectoral activity (such as production capacity for manufacturing, mining lease area and production capacity for mineral production, area for mineral exploration, length for linear transport infrastructure, generation capacity for power generation etc.,)

(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 charge in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)

Yes This is Slum Rehabilitation Scheme. The site will be developed as Mixed use development.

1.2 Clearance of existing land, vegetation and building?

Yes Development letter from SRA

1.3 Creation of new land uses?

No This is Slum Rehabilitation Scheme. The site will be developed as Mixed use development.( R zone )

1.4 Pre-construction investigation e.g. bore houses, soil testing?

Yes Geotechnical Investigation done on site. Soil report is enclosed. Please refer Enclosure 2

1.5 Construction works?

Yes Mixed use development.

1.6 Demolition works?

Yes Exiting slums to be demolished.

1.7 Temporary sites used for construction works or housing of construction workers?

Yes Temporary hutments with facilities like drinking water, toilets etc. shall be provided.

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

Yes Excavation for the construction of footings of the buildings etc. Expected debris quantity : 27000 m3 Expected excavation Quantity : 81420 m3

1.9 Underground works including

mining or Tunneling? No --

1.10 Reclamation works?

No. --

1.11 Dredging?

No --

1.12 Offshore structures?

No --


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Sr. No.


Yes / No


1.13 Production and manufacturing processes?

No --

1.14 Facilities for storage of goods or materials?

Yes During construction phase temporary storing facilities will be created to store the construction raw material.

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

Yes STP for treatment of sewage. Treated sewage will be used for flushing, gardening and cooling tower make up water within the premises. Vessel composting for wet garbage.

1.16 Facilities for long term housing of operational workers?

Yes Labour hutments during construction phase. Cabins for watchmen/ gardener etc.

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

No -

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

No -

1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic Movements?

No -

1.20 New or diverted transmission lines or pipelines?

No

-

1.21 Impoundment, damming, culver ting, realignment or other change o the hydrology of watercourses or aquifers?

No

--

1.22 Stream crossings? No -

1.23 Abstraction or transfers of water from ground or surface waters?

No For Construction: Tankers. For domestic: water supply from MCGM.

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

Yes By considering the run off prior to development and runoff after development we can say that there will be some increment in runoff of storm water. Incremental Runoff = 0.08 m3/sec

1.25 Transport of personnel or materials for construction, operation or decommissioning?

Yes There will be transport of construction materials. Precautions will be taken to reduce the impact of the vehicular movement by trying to avoid the vehicular trips during peak hours.

1.26 Long-term dismantling or decommissioning or restoration

No --


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Sr. No.


Yes / No


works? 1.27 Ongoing activity during

decommissioning which could have an impact on the environment?

No --

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

Yes Since this is a mixed use development there will be influx of people. Total occupancy: 12831 Nos.

1.29 Introduction of alien species?

No --

1.30 Loss of native species or genetic diversity?

No --

1.31 Any other actions? No -- 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 ion short supply):

Sr. No.


Yes /

No


2.1 Land especially undeveloped or agricultural land (ha)

No This is Slum Rehabilitation Scheme.

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

Yes During Construction Phase - For Workers : 41 m3/ day For Construction : From Proposed Tankers: 30 - 40 m3/ day (depending upon the activity). During Operational Phase -

Sr. No.

Description Rehabilitation Component

Sale Component

Total Source of water supply

a. Domestic 748 65 813 M.C.G.M.

b. Flushing 380 85 465 Treated water

from STP c. TOTAL 1128 150 1278 --

d. Gardening 9 Treated water

from STP

e. Cooling

tower make up water

200 Treated water

from STP (When sewage Treatment Plant will run in the full-fledged condition treated water will be reused for flushing, Gardening and cooling tower make up water. So that extra load on the MCGM water supply system will be reduced.)

2.3 Minerals (MT) No --

2.4 Construction material – Yes List enclosed


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Sr. No.


Yes /

No


stone, aggregates, and / soil (expected source – MT)

Enclosure -3

2.5 Forests and timber (source – MT)

Yes List enclosed Enclosure - 3

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

During Operational Phase – Rehabilitation and Sale components:

Sr. No. Description

Power requirement in kW Source

Rehab Sale Total

1 Connected load 6000 3700 9700

Reliance Energy

2 Maximum demand 4000 2600 8600

3 D.G sets

(Incase of power failure)

1 Nos. of 630 kVA

2 Nos. of 1800

kVA --

Reservation components:

Sr. No. Description Power requirement in kW Source

1 Connected load 286 Reliance Energy 2 Maximum

demand 185

2.7 Any other natural resources (use appropriate standard units)

yes Solar energy will be used for solar water heating for sale building.

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

Sr. No.

Information/Checklist confirmation Yes / No


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)

Yes Negligible quantities of oil spills from construction activities. Discarded containers of paints, solvents etc.

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

No Regular pest control shall be done.

3.3 Affect the welfare of people e.g. by No Slum rehabilitation scheme


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changing living conditions? hence positive impact on living condition

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

No --

3.5 Any other causes No -- 4. Production of solid wastes during construction or operation or decommissioning (MT/month)

Sr. No.



4.1 Spoil, overburden or mine wastes No - 4.2 Municipal waste (domestic and or

commercial wastes) Yes The total quantities of solid

waste that will be generated from Rehabilitation and sale components will be 4845 kg/day. Out of which 1767 kg/day will be dry waste and 3077 kg/day will be wet garbage. Total quantity of solid waste that will be generated from the health program will be approx. 5 Kg / day. Out of which 85 % of waste is non- infectious i.e. 4.3 kg/day, 10 % infectious but non-hazardous i.e.0.5 kg/day and 5 % hazardous i.e. 0.3 kg/day. The non-infectious waste will be segregated in wet garbage and dry garbage and wet garbage will be treated in the vessel composting unit within the premises and dry garbage to authorized contractors. The infectious (non-hazardous and hazardous waste) will be handed over to the Common Hazardous Waste Management Facility. The other M & D waste from M & D staff will be segregated separately and will be disposed along with residential waste.

4.3 Hazardous wastes (as per Hazardous waste Management Rules)

Yes Waste oil which is generated due to usage of DG sets shall be stored and subsequently given to the authorized


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Sr. No.


Details thereof (with approximate quantities / rates, wherever possible) with source of information data hazardous waste management agencies recognized by SPCB.

Environmental Management Plan for Hazardous Waste Generation is enclosed herewith. Enclosure - 4

4.4 Other industrial process wastes No -- 4.5 Surplus product No -- 4.6 Sewage sludge or other sludge from

effluent treatment. Yes Dried sludge from STP will be

used as manure for the plants. 4.7 Construction or demolition wastes. Yes Demolition and construction

wastes. Debris generated has been disposed to Authorized site. Solid waste generation during construction phase is mainly due to excavation in the form of rubble and soil. Part of this soil and rubble will be used for back filling and remaining material will be disposed by covered trucks to the authorized sites. Expected debris quantity : 27000 m3 Expected excavation Quantity : 81420 m3

4.8 Redundant machinery or equipment. No -- 4.9 Contaminated soils or other

materials. No --

4.10 Agriculture wastes. No -- 4.11 Other solid wastes. No -- 5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)

Sr. No.



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

Yes D.G. Sets will be provided only in case of power failures during operational phase. The Pollutants like SPM, SO2 that may arise from emissions from D.G. Sets will be discharged


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Sr. No.


Details thereof (with approximate quantities / rates, wherever possible) with source of information data through vent of proper height as per CPCB Norms.

5.2 Emissions from production processes

No --

5.3 Emissions from materials handling including storage or transport

Yes Marginal

DG set emissions within permissible limit during power failure HW management plan enclosed. Enclosure -4

5.4 Emissions from construction activities including plant and equipment

Yes / Marginal

The project will contribute in higher dust levels during construction phase. The concrete will be made from outside source of RMC. Ready mix concrete will also reduce the truck trips as compared to on – site concrete batching plant. Water sprinkling on ground and new construction will be done at regular intervals to reduce spreading of dust particles.

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

Yes Dust levels will be higher during the construction phase than operational phase. Proper measures such as sprinkling of water on the ground and new construction will be done at regular intervals to reduce the spreading of the dust particles. All wet areas such as STP, Domestic waste segregation, composting shall be isolated with proper surrounding covers of shadow trees.

5.6 Emissions from incineration of waste

No DG sets emission on permit able limit in case of power failure.

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

No --

5.8 Emissions from any other sources No --


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6. Generation of Noise and Vibration, and Emissions of Light and Heat:

Sr. No.



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

Yes but negligible

Noise generated from the equipments will be nominal and to control the same the following measures shall be adopted: Properly maintained equipments with mufflers will be used. Use of equipment generating noise of not greater than 90 db (A) will be used. High noise generating construction activities would be carried out only during day time. Workers working near high noise construction machinery would be supplied with ear muffs/ear plugs. Acoustically enclosed DG sets.

6.2 From industrial or similar processes. No -- 6.3 From construction or demolition. Yes Due to construction and

demolition work. Noise Pollution Control : Construction Phase :

During construction phase, sources of noise pollution will be due to operation of machinery as well as transportation vehicles. This will cause nuisance to the occupants of the nearby area. The project proponent has agreed to take precautions to control noise pollution as mentioned under.

1. Use of equipment generating noise of not greater than 90 db (A). 2. High noise generating construction activities would be carried out only during day time.


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3. Installation, use and maintenance of mufflers on equipment. 4. Workers working near high noise construction machinery would be supplied with ear muffs/ear plugs.

6.4 From blasting or piling. Yes From piling works 6.5 From construction or operational

traffic. Yes During Construction phase:

There will be transport of materials for construction work. Precautions will be taken to reduce the impact of the vehicular movement such as vehicular trips will not be at peak traffic hours. Operation Phase : The proposed project being a mix use development, the source of air and noise pollution is vehicular noise only. The vehicular parking will be restricted only in the adequate parking area provided, which would help in reducing noise and air pollution due to vehicular movement. The project proponent has proposed tree plantation which will also help to reduce the noise level and enhance air quality.

6.6 From lighting or cooling systems. No -- 6.7 From any other sources. Yes During power failure to

mitigate the noise of D.G. sets while in operation D.G. sets will be enclosed in acoustic enclosures.

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

Sr. No.


Yes / No


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

Yes Negligible quantity Environmental Management Plan for Hazardous Waste Generation is enclosed. Enclosure -4

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

No The sewage generated will be treated in full fledged Sewage Treatment Plant (STP). Treated


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Sr. No.


Yes / No


discharge). sewage will be reused for flushing, gardening and cooling tower make up water requirement within the premises.

7.3 By deposition of pollutants emitted to air into the land or into water.

No STP will be provided for waste water treatment. Proper precautions will be taken to reduce air pollution during construction phase. DG emissions during operational phase shall be disposed through stack of adequate height.

7.4 From any other sources. No -- 7.5 Is there a risk of long term build up

of pollutants in the environment from these sources?

No --

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

Sr. No.



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

No Environmental Management Plan for Hazardous Waste Generation is enclosed. Enclosure - 4

8.2 From any other causes. No -- 8.3 Could the project be affected by

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

Yes There is no history of such a disaster in the area under reference. The structure of the building shall be designed as per IS codes for zone III. There is no history of such a disaster in the area under reference. However, a Disaster Management plan is enclosed. Enclosure - 5


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9. Factors which should be considered (such as consequential development) which

could lead to environmental effected or the potential for cumulative impacts with other existing or planned activities in the locality

Sr. No.



9.1 Lead to development of supporting, lities, 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

Yes

Yes

Yes

Yes

No

Project is slum rehabilitation scheme Stone quarries. Construction materials.

-- 9.2 Lead to after-use of the site, which

could have an impact on the environment

No --

9.3 Set a precedent for later developments

Yes --

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

Yes Minor impacts on water availability, sewage disposal, storm water discharge, availability of electricity etc. There will be impact on vehicular traffic.

(III) Environmental Sensitivity

Sr. No.


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

No --

2 Areas which are important or No --


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Sr. No.


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

sensitive for ecological reasons – Wetlands, watercourses other water bodies, costal zone, biospheres, mounting, forests

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

No --

4 Inland, costal, marine or underground waters

No --

5 State, national boundaries No -- 6 Routes or facilities used by the

public for access to recreation or other tourist, pilgrim areas

No --

7 Defense installations No -- 8 Densely populated or built-up area Yes -- 9 Areas occupied by sensitive man-

made land uses (hospitals, schools, places of worship, community facilities)

Yes Slum area. Existing temples shall be rebuilt within the complex.

10 Areas containing important, high quality or scarce resources (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)

No --

11 Areas already subjected to pollution or environmental damage. (those where existing legal environmental standards are exceeded)

No --

12 Areas susceptible to natural hazard which could cause the project to preset environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

No --

(IV). Proposed Terms of Reference for EIA studies: Not Applicable


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LIST OF ENCLOSURE FOR FORM - I

1. Letter of Intent from Slum Rehabilitation Authority 2. Soil report 3. List of raw materials 4. Environmental Management Plan for Hazardous waste 5. Disaster Management Plan


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ENCLOSURE 3

LIST OF RAW MATERIAL

Sr.No. Name Units Quantity Approx Total

Weight of each item in tons

1 Cement bags 605162 30258 2 White Cement bags 6484 324 3 Steel Metal tonnes 13867 13867 4 Metal cuft 2333923 1810372 5 Sand cuft 1647475 1278 6 Bricks/siporex no. 34667986 28620 7 Binding wire kg. 138323 107 8 Tiles Granite/Marble sq.ft 43226 865 9 Paint lts 47548 48 10 Plaster sq.mtrs 151290 1513 11 Wood kg. 38903 39 12 Aluminium kg. 1080646 1081


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ENCLOSURE 4

HAZARDOUS WASTE MANAGEMENT PLAN

Construction Phase: Environmental Management Plan for Hazardous Waste Generation

Sr. No.

Source of Hazardous Waste Generation

Mitigation Measures

1 Leakages and spillage oil or fuel * Contaminated soil if any shall be disposed off to Authorized Disposal Site. * Bituminous materials /any other chemicals shall not be allowed to leach into the soil.

2 Residual Paints/Solvents --do-- Other hazardous wastes, if any, shall also be handled in the similar way through authorized dealers only.

Operational Phase:

Sr. No.


Mitigation Measures Disposal

1. Waste Oil from D.G Sets - Waste oil will be handed over to authorized recyclers.

Biomedical waste: The non-infectious waste will be segregated in wet garbage and dry garbage and wet garbage will be treated in the vessel composting unit within the premises and dry garbage to authorized contractors. The infectious (non-hazardous and hazardous waste) will be handed over to the Common Hazardous Waste Management Facility. The other M & D waste from M & D staff will be segregated separately and will be disposed along with residential waste.


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ENCLOSURE 5

DISASTER MANAGEMENT PLAN

DDIISSAASSTTEERR MMAANNAAGGEEMMEENNTT PPLLAANN

FIRE FIGHTING AVOID WATER LOGGING EARTHQUAKE RESISTANCY

• It is proposed to provide rain water collection tanks of 600 kl capacity and also rain water from surface will be recharge through 16 recharge pits. •Excess Storm water will be drained to municipal drain.

•The structural design shall be certified as per IS code 875 and IS- 1893-2002 for Seismic Zone – 3 of Mumbai.

• As per CFO regulation •Fire Alarm System as per I.S code. • Proper Fire Escape routes, are provided • Adequate underground and overhead separate water storage tanks. •Fire detection system as per requirements of Chief fire officer. • Wet risers system •Sprinkler system is provided • Fire pumps, booster pumps, sprinkler pumps: Electric, supply independent circuit. • Staircase / Elevator

Pressurizing System • Portable fire extinguishers of IS specification.


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FORM – 1A “MAHAKALI DARSHAN”


Andheri (E).

APPENDIX II

(See paragraph 6)

FORM-1 A (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 land use must conform to the approved Master Plan / Development Plan of the area. Change of land use if any and the statutory approval from the competent authority 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.

Land Use Pattern: The proposed project is located in Andheri (E); there is an existing slum area. It has mixed land use pattern comprising of residential and commercial.

Approval from Slum Rehabilitation Authority has been taken.

Agriculture / Livestock: There is no agricultural activity in the vicinity of the proposed area. Please refer the enclosed maps showing the following:

(i) Google image (ii) Layout of the site.

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.

PROJECT DETAILS:

a. Name & Location: “Mahakali Darshan”

The site is situated at Plot bearing C.T.S. No.78 & 79 of village Gundavali situated at Western Express Highway, Andheri (E), K / East Ward Mumbai, State- Maharashtra. Proposal:

Rehabilitation Component:

Total 9 buildings out of which 5 buildings of G+16, 3 buildings G+10 and 1 building of G+12 floor.

Form 1 A Mahakali Darshan

2

Residential (1611 ) + R/C tenements ( 31 ) Shops : 80 nos. Balwadi: 18 nos. Welfare Centre: 18 nos. Society offices: 18 nos. Reservations: Reservations are for School and M & D. School building consist of Ground + stilt + 5 floors M & D consist of Ground + stilt + 2 floors having capacity 20 Beds Sale Component: One building with 2 basements + Ground + 5 (pt) floors having business offices and retail. b. Area Statement:

Description Area (Sq. Mt.) Total Plot Area 30,278.70 Deductions (for road set back, reservation, PG reservation ) 6,669.00 Net Plot Area 23,609.70 Ground coverage area 13,690.24 Green cover area 2,246.07 BUA as per FSI 79,685.52 Constructed Built-up Area 1,38,322.68 c. Occupancy Load: REHABILITATION AND SALE COMPONENTS:

Sr. No. Component BUA ( FSI )Sq.mt./ No of Flats/rooms/

no of shops

Criteria for Occupancy

Occupancy (Nos.)

A Rehabilitation Component 1 Residential 1611 flats * 5 person / flat 8055

2 Residential + commercial 31 flats * 5 person / flat 155

3 Shops 80 Shop no * 2 person /shops 160

4 Balwadis 18 5 persons / unit 90 5 Welfare centre 18 5 persons / unit 90 6 society offices 18 5 persons / unit 90

7 Total Rehabilitation Component 8640

B Sale Component

1 Business offices

Staff 25942.32 1 person /10 sq.mt 2594 Visitors 2594 10 % of staff 259

2 Retail (shops)

Staff 6259.06 1 persons/ 50 Sq.mt. 125 Visitors 6259.06 1 persons/ 6 Sq.mt. 1043

3 Total Sale Component -- 4022


3

RESERVATION COMPONENTS:

Sr. No. Component BUA ( FSI )Sq.mt./ no of beds

Criteria for Occupancy

Occupancy (Nos.)

C Reservations components

1 School 553.95 25 students/100 Sq.mt 138

2 M & D Patients 20 1 persons/Bed 20

Staff 20 1 person / 2 Beds 10

3 Total Reservation component -- 168

d. Total Water Requirement for the Project: REHABILITATION AND SALE COMPONENTS:

Sr. No.

Description Quantity of water required m3/day

Source of water supply

1. Construction phase a. Workers 41 m3/day M.C.G.M. b. Construction 30 - 40 m3/day (Depending upon the

construction activity) Tankers

2. Operation phase Rehabilitation

Component Sale

Component Total Source of water

supply a. Domestic 748 65 813 M.C.G.M.

b. Flushing 380 85 465 Treated water from STP

c. TOTAL 1128 150 1278 --

d. Gardening 9 Treated water from STP

e. Cooling tower make up water 200 Treated water from

STP Total water required for rehabilitation and sale component is 1487 m3/day RESERVATION COMPONENTS:

Sr. No.



Reservations components Source of water supply

a. Domestic 8 M.C.G.M. b. Flushing 6


4

e. Considerations for Water requirement: REHABILITATION AND SALE COMPONENTS:

Sr. No. Components Occupancy Criteria for water

requirement (m3/day ) Domestic & flushing Requirement

m3/day Sewage m3/day

A Rehabilitation Component Domestic Flushing Domestic Flushing Total 1 Residential 8055 90 45 725 362 1087 1051 2 Residential + commercial 155 90 45 14 7 21 20 3 Shops 160 20 25 3 4 7 7 4 Balwadis 90 20 25 2 2 4 4 5 Welfare centre 90 20 25 2 2 4 4 6 society offices 90 20 25 2 2 4 4 7 TOTAL FOR REHABILITATION COMPONENT 8640 -- -- 748 380 1128 1090

B Sale Component

1 Business offices Staff 2594 20 25 52 65 117 114 Visitors 259 20 25 5 6 12 11

2 Retail (Shops) Staff 125 20 25 3 3 6 6 Visitors 1043 5 10 5 10 16 15

3 TOTAL FOR SALE COMPONENT 4022 -- -- 65 85 150 146 A+B GRAND TOTAL FOR REHAB AND SALE 12662 -- -- 813 465 1278 1236


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Sr. No. Components Occupancy Criteria for water requirement (m3/day )

Domestic & flushing Requirement m3/day

Sewage m3/day

C Reservation Component Domestic Flushing Domestic Flushing Total 1 School 138 20 25 3 3 6 6

2 M & D Patients 20 240 100 5 2 7 7

Staff 10 20 25 0.2 0.3 0.5 0.4 3 TOTAL FOR RESERVATION COMPONENT 168 -- -- 8 6 13 13

f. Sewage Generation: During construction phase: Total sewage generated is 39 m3/day will be disposed in sewer line. During operation phase: The total quantity of sewage that will be generated in the proposed project is given below:

Sr. No. Components Sewage m3/day 1 Rehab 1090 2 Sale 146 3 Reservation 13

The total quantity of sewage that will be generated in the proposed project will be treated in Sewage Treatment Plant and reused for flushing and gardening and cooling tower make up requirement. g. Solid Wastes: During Construction Phase:

No. of workers Criteria for Solid Waste Generation Kg/Person/day

Solid Waste Generation Kg /day

Total Dry Wet Dry Wet Total 500 0.25 30% 70% 38 88 125

The solid waste generation due to workers dwelling on the site will be segregated and will be disposed suitably.


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During operation phase: REHABILITATION AND SALE COMPONENTS:

Sr. No. Components Occupancy Criteria for Solid Waste Generation

Solid Waste Generation Kg/day

A Rehabilitation Component Total Kg/Person/day Dry Wet Dry Wet Total 1 Residential 8055 0.45 30% 70% 1087 2537 3625 2 Residential + commercial 155 0.45 30% 70% 21 49 70 3 Shops 160 0.25 70% 30% 28 12 40 4 Balwadis 90 0.25 30% 70% 7 16 23 5 Welfare centre 90 0.25 30% 70% 7 16 23 6 society offices 90 0.25 30% 70% 7 16 23

7 TOTAL FOR REHABILITATION COMPONENT 8640 -- 1157 2645 3802

B Sale Component

1 Business offices Staff 2594 0.25 70% 30% 454 195 649

Visitors 259 0.25 70% 30% 45 19 65

2 Retail (Shops) Staff 125 0.25 70% 30% 22 9 31 Visitors 1043 0.25 30% 70% 78 183 261

3 TOTAL SALE COMPONENT 4022 -- 600 406 1006 A+B GRAND TOTAL FOR REHAB AND SALE 12662 -- 1757 3051 4808

The total quantities of solid waste that will be generated from Rehabilitation and sale components will be 4808 kg/day. Out of which 1757 kg/day will be dry waste and 3051 kg/day will be wet garbage. The project proponents have proposed provision for segregation and collection of bio-degradable waste and recyclable waste within the premises. Wet garbage will be treated in a Vessel Composting (OWC) and the dry garbage will be handed over to authorized contractors. Dried sludge from STP will be used as manure within the premises for green belt development.


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Sr. No. Components Occupancy Criteria for Solid Waste Generation

Solid Waste Generation Kg/day

C Reservation Component Total Kg/Person/day Dry Wet Dry Wet Total 1 School 138 0.25 30% 70% 10 24 35

2 M & D Patients 20 BIOMEDICAL WASTE : GIVEN SEPARATELY

Staff 10 0.25 30% 70% 1 2 3

3 TOTAL FOR RESERVATION COMPONENT 168 -- 11 26 38

Biomedical Waste:

Assuming the waste generated factor of 0.5 Kg/ day for infectious biomedical waste, the Directorate General of health Service has estimated the total infectious biomedical waste generation. A WHO study on health care waste has estimated that of the total waste generated in health care facilities about 85 % of waste is non- infectious, 10 % infectious but non-hazardous and 5 % hazardous (CPCB 2000b). Hence, the total quantity of solid waste that will be generated from the health program will be approx. 5 Kg / day. Out of which 85 % of waste is non- infectious i.e. 4.3 kg/day, 10 % infectious but non-hazardous i.e.0.5 kg/day and 5 % hazardous i.e. 0.3 kg/day. The non-infectious waste will be segregated in wet garbage and dry garbage and wet garbage will be treated in the vessel composting unit within the premises and dry garbage to authorized contractors. The infectious (non-hazardous and hazardous waste) will be handed over to the Common Hazardous Waste Management Facility. The other M & D waste from M & D staff will be segregated separately and will be disposed along with residential waste.

Details Occupancy Load Solid waste generation Total kg/day

M & D (Patients) 20 a. 85% of waste is non- infectious i.e. 4.3 kg/day b. 10% infectious but non-hazardous i.e 0.5 kg/day c. 5% hazardous i.e. 0.3 kg/day.

5

Total Biomedical Waste From patients of M & D 5 kg/day


8

h. Power requirement: During Construction Phase: Total Connected load would be 100 kW During Operation Phase: REHABILITATION AND SALE COMPONENTS:

Sr. No. Description


Rehab Sale Total

1 Connected load 6000 3700 9700 Reliance Energy


3 D.G sets (Incase of power failure)

1 Nos. of 630 kVA

2 Nos. of 1800 kVA --



1 Connected load 286 Reliance Energy 2 Maximum demand 185

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 project is under SRA scheme, where in past there were no proper living conditions, amenities and pollution control facilities. This area will be now converted into well organized complex which will have better living conditions. Also green features such as STP, Rain water harvesting, additional tree plantation, etc shall be practiced. Hence this project will have overall positive impact.


9

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 not be any significant land disturbance in erosion, subsidence & instability.

1.5 Will the proposal involve alteration of natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site)

No. 1.6. What are the quantities of earthwork involved in the construction activity-

cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.)

The quantities of earthwork involved are as follows: Expected debris quantity : 27000 m3 Expected excavation Quantity : 81420 m3 This material shall be used for backfilling and leveling and balance shall be disposed to authorized landfill sites. There will be no requirement to bring materials for filling from outside.

1.7. Give details regarding water supply, waste handling etc during the construction period.

Water Requirement during Construction Phase – From tankers (For Construction): 30- 40 m3/ day. (Depending upon the construction activity). From MCGM (For Workers) : 41 m3/ day The sewage generated approximately 39 m3/ day will be disposed in municipal sewer line.

1.8. Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity)

No 1.9 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).

Solid Waste Generation during Construction Phase: Solid waste would be generated mainly due to excavation in form of rubble and soil. This soil and rubble will be disposed by covered transport trucks to the authorised sites. Wastes generated by Construction labour Wet Garbage = 88 Kg /day Dry Garbage = 38 Kg /day Total =125 Kg /day

This waste shall be segregated and given to municipal authority.


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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 be met? State the sources & quantities and furnish a water balance statement. Water Requirement & Sources:

During Construction Phase - For Workers : 41 m3/ day For Construction : From Tankers : 30 - 40 m3/ day (depending upon the activity) During Operational Phase – REHABILITATION AND SALE COMPONENTS:

Sr. No.



1. Construction phase a. Workers 41 m3/day M.C.G.M. b. Construction 30 - 40 m3/day (Depending upon the

construction activity) Tankers

2. Operation phase Rehabilitation

Component Sale

Component Total Source of water

supply a. Domestic 748 65 813 M.C.G.M.

b. Flushing 380 85 465 Treated water from STP

c. TOTAL 1128 150 1278 --

d. Gardening 9 Treated water from STP

e. Cooling tower

make up water

200 Treated water from

STP

Total water required for rehabilitation and sale component is 1487 m3/day RESERVATION COMPONENTS:

Sr. No. Description Quantity of water required m3/day

Reservations components a. Domestic 8 b. Flushing 6

(When sewage Treatment Plants will run in the full-fledged condition treated water will be reused. So that extra load on the MCGM water supply system will be reduced.)

Source: Primarily this water requirement would be fulfilled by the water supplied by the MCGM. After commissioning of the STP the secondary requirements like gardening, Flushing and cooling tower make up water, would be fulfilled by treated water from STP and only the water required for drinking and other domestic uses will have to be taken from Municipal Corporation.


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WATER BALANCE PER DAY BASIS

Net water demand = 827 All quantities area in m3/day

Sewage

From MCGM = 748

Gardening = 9

Total Sewage= 1236 (Rehab =1090 + Sale = 146)

Treatment in STP (Available for recycling 1113)

Domestic = 748

Flushing = 380

Recycled Water 674

Disposed to Municipal Sewer Line = 439

Sludge to filter press

Domestic = 65

Flushing = 85

Rehab Sale

Sewage

From MCGM = 65

Cooling tower make up water =

200

Sewage

Domestic = 8 Flushing = 6

Reservations Total water required = 14

Total Sewage: 13 Disposed to Municipal Sewer Line = 13


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2.2. What is the capacity (dependable flow or yield) of the proposed source of water?

Domestic Water will be supplied by MCGM.

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) :

Indian Standard (2296 -1982) for drinking water Class A: pH : 6.5 to 7 TDS : < 500 ppm Total Hardness : < 300 ppm Ca Hardness : < 200 ppm Mg Hardness : < 100 ppm Sulphate : < 400 ppm Chloride : < 600 ppm Iron : < 0.3 ppm Total coliforms (MPN/100 ml) : Maximum 10

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)

All Secondary requirements like flushing, gardening and cooling tower make up water would be fulfilled by treated water 674 m³ / day from STP will be reused.

2.5. Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption)

No.

2.6 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity)

Total sewage generation from rehab building will be 1090 m3/day, from sale building will be 146 m3/day and from reservation building will be 13 m3/day. Total sewage generated from rehab and sale building will be treated in separate full-fledged Sewage Treatment Plants for rehab and sale. Treated sewage will be reuse for flushing, gardening and cooling tower make up water.

RAW SEWAGE QUANTITY & QUALITY: SR. NO. DETAILS VALUES UNITS RAW TREATED

1. pH 6.0 – 8.5 7.0 – 7.5 -- 2. Total Suspended solids 250 10 mg/lit 3. Chemical Oxygen Demand 400 20 mg/lit 4. Biochemical Oxygen Demand, 3 day,27 °C 250 5 mg/lit 5. Oil & Grease 50 Nil mg/lit.


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2.7. Give details of the water requirements met from water harvesting? Furnish details of the facilities created. Rain water collected from the roof tops will be sent through a filter bed to an auxiliary collection tank of 600 Kl capacity. This wa r flushing purposes during the monsoon season thus reducing dependency on outside sources during this period. Rainwater from the landscape area and hardscape area will be used to recharge the ground water sources. 16 recharge pits as per details given in the RWH plan are planned. Layout for Rain water harvesting is enclosed.

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?

Previously there was slum existing on the plot and it will get converted into a residential and commercial buildings in which some areas will be unpaved there will be some increment in the storm water runoff from the site.

Total Runoff from the project site: Prior to Development = 0.47 m3/sec Total Runoff from the project site: After Development = 0.55 m3/sec (Considering different coefficients for paved area, unpaved area and terrace)

Hence Incremental Run off = 0.55 – 0.47 = 0.08 m3/sec (Considering different coefficients for paved area, unpaved area and terrace ) Capacity of storm water drains is sufficient to take the runoff from the site. • Capacity Of Internal Drains : 0.76 m3/sec • Size of Internal Drains: 900 mm dia with velocity1.2m/sec will be provided.

Rain water collected from the roof tops will be sent through a filter bed to an auxiliary collection tank of 600 Kl capacity. This water will be used for flushing purposes during the monsoon season thus reducing dependency on outside sources during this period. Rainwater from the landscape area and hardscape area will be used to recharge the ground water sources. 16 recharge pits as per details given in the RWH plan are planned.

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)

Rain water collected from the roof tops will be sent through a filter bed to an auxiliary collection tank of 600 Kl during the monsoon season thus reducing dependency on outside sources during this period. Rainwater from the landscape area and hardscape area will be used to recharge the ground water sources. 16 recharge pits as per details given in the RWH plan are planned. Form 1 A Mahakali Darshan

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2.11 How is the storm water from within the site managed?(State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels).

Storm water drains will be constructed strictly in accordance to the governing authority regulations. The storm water collected through the storm water drains of adequate capacity will be discharged in to the municipal SWD. Total Runoff from the project site: Total Runoff After Development = 0.55 m3/sec The internal and external storm water drains are capable of taking the total runoff from the project site. • Capacity Of Internal Drains : 0.65 m3/sec (Two discharge points each of 0.32

m3/sec ) • Size of Internal Drains: 500 mm dia with 1: 250 slope will be provided.

Rain water collected from the roof tops will be sent through a filter bed to an auxiliary collection tank of 600 Kl capacity. This water will be used for flushing purposes during the monsoon season thus reducing dependency on outside sources during this period. Rainwater from the landscape area and hardscape area will be used to recharge the ground water sources. 16 recharge pits as per details given in the RWH plan are planned. Storm water drainage layout is enclosed.

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)

During construction phase the sewage generated will be around 39 m3/day and will be discharged to the municipal sewer line. Hence it will not lead to unsanitary conditions around the project site.

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).

Total sewage generation from rehab building will be 1090 m3/day, from sale building will be 146 m3/day and from reservation building will be 13 m3/day. Total sewage generated from rehab and sale building will be treated in separate full-fledged Sewage Treatment Plants for rehab and sale. Treated sewage will be reuse for flushing, gardening and cooling tower make up water.

2.10. What precautions/measures are taken to prevent the run-off from construction activities polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts).

The runoff from the site during construction phase would be very negligible.


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Water Pollution Control: Total sewage generation from rehab building will be 1090 m3/day, from sale building will be 146 m3/day and from reservation building will be 13 m3/day. Total sewage generated from rehab and sale building will be treated in separate full-fledged Sewage Treatment Plants for rehab and sale. Treated sewage will be reuse for flushing, gardening and cooling tower make up water. Water Pollution Control: After Completion:- The sewage will be treated in the full-fledged Sewage Treatment Plant (S.T.P.) in the premises. The treated sewage will be used to fulfill the requirement of flushing, gardening and cooling tower make up water. SEWAGE TREATMENT PLANT SR. NO. DETAILS VALUES UNITS RAW TREATED

1. pH 6.0 – 8.5 7.0 – 7.5 -- 2. Total Suspended solids 250 10 mg/lit 3. Chemical Oxygen Demand 400 20 mg/lit 4. Biochemical Oxygen Demand, 3 day,27 °C 250 5 mg/lit 5. Oil & Grease 50 Nil mg/lit.

SEWAGE TREATMENT SCHEME (MBBR System)

The treatment will include the following unit / equipment;

Bar Screen Chamber

Raw Sewage Collection Sump

Raw Sewage Transfer pumps

All the Effluent generated will gravitate through Bar Screen. The Bar screen will take care

of any floatable matter, which will be manually scraped out and collected in drums. Bar

screen chamber will comprise of MS plate type screen for removing floatable matter. Bar

screen will comprise of MS plate type screen for removing floatable matter. The sewage will

be collected in Raw Sewage Collection Sump. The sewage will be pumped at a uniform rate

by sewage transfer pumps to Biological Treatment.

BIOLOGICAL TREATMENT (SECONDARY TREATMENT):

This will include the following;

MBBR system

Secondary Tube Settler

Sludge holding tank with hopper bottom

Filter Press


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The Moving Bed Bio Reactor will be filled with the specified quantity of bio-media made of

light weight plastic material to enhance the surface area for bio-growth. Oxygen will be

supplied to the reactor through aeration grids. The stabilized effluent will overflow into

secondary tube settler. To increase the retention time of settling tank, PVC tube settler will

be provided. This unit is provided to arrest the sludge from leaving the system. The arrested

sludge will be pumped backed to the MBBR tank to maintain the growth of biomass in

aeration system and excess sludge will be taken to the Sludge holding tank. Collected sludge

will be pumped to the Filter Press for de-watering. The filtrate will be taken to the raw

sewage collection sump.

The dried sludge can be used as manure for gardening.

Advantage of Moving Bed Bioreactor (MBBR):

• Compact Design

• Robust Bio-film

• Flexible Reactor Design

• No Clogging of Bio-film Carriers

• Low Load on Particle Separation

• Expandable

• Load Responsive

• Easy to Operate and Control

TERTIARY TREATMENT:

The treatment will include the following unit / equipment;

Chlorine Contact tank

Hypochlorite Dosing System

Pressure sand Filter

Activated Carbon Filter

The clear supernatant from the Secondary tube settler will be collected in an Chlorine

contact tank, where Hypo solution will be dosed for disinfection. Mixing shall be achieved

by providing aeration grid in the tank. This tank will be provided with level switch for

unmanned operations. The treated effluent will be pumped to Pressure Sand Filter followed

by Activated Carbon Filter. After ACF treated effluent will be collected in a final Treated

Effluent Tank provided by client and then will be used for gardening.


17

Metering Pump for Hypochlorite Dosing

STP BLOCK DIAGRAM

Filtrate

Sludge Collection Pit

Sludge Recycle pump

Chlorine

contact tank

Tube Settler

Bar Screen Chamber

Filter Feed

Air Blower

MBBR

Filte

r pr

ess

Raw Sewage

Collection Tank

Pressure Sand Filter

Activated Carbon Filter

Hypo dosing tank

Flushing, Gardening & cooling tower

make up water

Treated Sewage Collection Sump

Excess Sludge


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2.14. Give details of dual plumbing system if treated waste used is used for flushing of

toilets or any other use.

Whole sewage is treated to tertiary level. After treatment water will be good enough to use for flushing, gardening and cooling tower make up water. Dual plumbing system with colour coding for rehabilitation and sale shall be done as per standard practices.

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)

There is no threat to the biodiversity due to the project under reference. Project proponents have proposed a tree plantation, which includes planting of non deciduous, flowering and shady trees of local species in R.G. area on ground.

No existing tree on plot. Tree plantation shall be done as per norms. Total 270 Nos. of trees shall be planted in R.G area.

3.2. Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project)

Project proponents have proposed a tree plantation, which includes planting of non deciduous, flowering and shady trees of local species in R.G. area on ground.


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) Project proponents have proposed a tree plantation, which includes planting of non deciduous, flowering and shady trees of local species in R.G. area on ground.


4. FAUNA

4.1. Is there likely to be any displacement of fauna- both terrestrial and aquatic or creation of barriers for their movement? Provide the details.

No

4.2. Any direct or indirect impacts on the avifauna of the area? Provide details. No

4.3. Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna

No.


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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) The following locations were selected for the ambient air quality monitoring in the study area:

Station Location Base Station : Project Site: C.T.S. No.78 & 79 of village Gundavali situated at

Western Express Highway, Andheri (E), K / East Ward Mumbai, State- Maharashtra.

Station I : Near M.V.L.U. College Station II : Near Seafarer Restaurant Station III : Near Dadhich Nursing Home Station IV : Near Panthaky Baug

The Average Ambient Air quality at the site is presented in Table below.

AVERAGE AMBIENT AIR QUALITY AT FOUR LOCATIONS AROUND

THE PROJECT SITE

Period: January - 2009

Monitoring Station SPM µg/m3

RSPM µg/m3

SO2 µg/m3

NOx µg/m3

CO µg/m3

Base Station: Project Site 154.00 50.00 10.00 12.00 Traces

Station - I 186.00 70.00 18.00 27.00 1000.00

Station - II 170.00 68.00 15.00 25.00 Traces

Station - III 155.00 52.00 10.00 18.00 Traces

Station - IV 158.00 55.00 12.00 20.00 Traces Values in µg/m3 and averaged for 24 hours except for CO 1 hour average. From the above results we can conclude that all the parameters are within NAAQ Standards expect SPM at some places due to vehicular pollution.


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AVERAGE NOISE LEVEL DATA AT FOUR LOCATIONS AROUND THE PROJECT SITE

Period: January 2009

LOCATION

AVEREGE NOISE READINGS IN dB ( A ) FOR DAY and NIGHT TIME

Period: December - 2007 Day Night

Base Station: Project Site 70 58 Station - I 78 62 Station - II 74 60 Station - III 68 52 Station - IV 69 53

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.

Air Environment 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.

The proposed project will not have any direct impact on air environment after completion. The gaseous emissions from vehicles will not cause air pollution as the traffic congestion will be avoided by well organized parking arrangement at different levels

The fuels used in DG sets shall be low sulphur fuels. The fuels that shall be used in the kitchens in this project would be clean fuels like piped natural gas or bottled liquefied petroleum gas, which will not cause any air pollution.

Hence there will not be any negative impact on the Air environment due to the project. Meteorology

The micro-meteorological data for the region during summer season indicates the predominant winds from South West sector. The wind speed of 6-9 km/hr dominated the wind pattern.

AVERAGE/ MAXIMUM AND MINIMUM METEOROLOGICAL DATA AT BASE STATION: PROJECT SITE.

Period: January 2009 Temp (°C)

Predominant Wind direction from

Avg. Wind speed (km/hr)

Relative Humidity (%)

Max. Min 08.30 Hrs.

17.30 Hrs.

08.30 Hrs.

17.30 Hrs. Max Min.

31 12 SW SW 6.0 9.0 68 42


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Air Quality Modeling and Predictions;

As this a construction project, air pollution is not expected to be a major concern. Hence the air quality predictions have not been carried out. But the data on Ambient Air Quality have been collected during the study period.

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 project proponents have proposed to provide well organized parking arrangement.

Sr. Nos. Components

Parking numbers Service vehicle

Parking area Sq.

Mt. Parking required

Parking provided

1. Sale 461 495

3

12350

2.

Reservation

130 School 2 5

M & D 2

3. Total 465 500 3 12480 Total number of two wheeler Parking provided for rehab buildings is 31 nos. Parking plan is enclosed. 5.4. Provide details of the movement patterns with internal roads, bicycle tracks,

pedestrian pathways, footpaths etc., with areas under each category. The project proponents have proposed to provide adequate well organized parking arrangement.

Sr. Nos. Components

Parking numbers Service vehicle

Parking area Sq.

Mt. Parking required

Parking provided

1. Sale 461 495

3

12350

2.

Reservation

130 School 2 5

M & D 2

3. Total 465 500 3 12480

Total number of two wheeler Parking provided for rehab buildings is 31 nos. Traffic movement plan is enclosed.

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. The proposed project being construction project, the source of noise is mainly due to vehicular traffic. The project proponents have proposed to provide well organized parking arrangement, which would help in reducing noise levels due to vehicular movement in the parking area.


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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. D.G. Sets will be provided only in case of power failures during operational phase. The Pollutants like SPM, SO2 that may arise from emissions from D.G. Sets will be discharged through vent of adequate height as per CPCB. During power failure to mitigate the noise of D.G. sets while in operation D.G. sets will be enclosed in acoustic enclosures.

6. AESTHETICS: 6.1. Will the proposed constructions in any way result in the obstruction of a view, scenic

amenity or landscapes? Are these considerations taken into account by the proponents? No.

6.2. Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account?

There will not be any adverse impacts from new constructions on the existing structures. All precautions will be taken to mitigate the impact due to water air and noise pollution during construction and operation phase. Air Pollution Control:

Construction Phase: -

The project will contribute in higher dust levels during construction phase. The concrete will be made either from an on site concrete batching plant or from outside source of RMC. Precautions which would be taken to reduce dust generation during construction phase are mentioned as follows:

Concrete supplied from an on-site batching plant will involve trucks carrying

cement, gravel, sand traveling to site and may cause dust emission thus ready mix concrete carried in enclosed container will be used as it is better option compared to on site batch mixing. If on - site concrete batching plant is made operational the operations shall be carried out in a temporary enclosed shed and workers shall be provided with protection masks.

Ready mix concrete will also reduce the trucks trips as compared to on – site concrete batching point.

Dust covers will be provided on trucks that would be used for transportation of materials prone to fugitive dust emissions.

Water sprinkling on ground and new construction will be done at regular intervals to reduce spreading of dust particles.

After Completion:-

The proposed project will not have any direct impact on air environment after completion. To ease the traffic congestion project proponent will provide well organized parking arrangement.

The fuels that shall be used in the kitchens in the residential part would be clean fuels like piped natural gas or bottled liquefied petroleum gas, which will not cause any air pollution.


23

D.G. Sets will be provided only in case of power failures during operational phase. The Pollutants like SPM, SO2 that may arise from emissions from D.G. Sets will be discharged through vent of adequate height.

Noise Pollution Control :

Construction Phase :

During construction phase, sources of noise pollution will be due to operation of machinery like compressors, compactors, concrete plant, cranes etc. as well as transportation vehicles. This will cause nuisance to the occupants of the nearby area. The project proponents have agreed to take precautions to control noise pollution as mentioned under:

Use of equipment generating noise of not greater than 90 db (A). High noise generating construction activities would be carried out only during day

time. Installation, use and maintenance of mufflers on equipment. Workers working near high noise construction machinery would be supplied with

ear muffs/ear plugs.

Operation Phase:

The proposed project being construction project (residential and commercial), the source of noise is mainly vehicular noise. The project proponents have proposed to provide well organized parking arrangement, which would help in reducing noise levels due to vehicular movement in the parking area.

During power failure to mitigate the noise of D.G. sets while in operation D.G. sets will be enclosed in acoustic enclosures. Plantation of trees would act as noise buffer and will reduce the noise level.

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

There are no such local considerations.

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

7. SOCIO-ECONOMIC ASPECTS: 7.1. Will the proposal result in any changes to the demographic structure of local

population? Provide the details. This is a Slum Rehabilitation Scheme hence there will be influx of people.


24

7.2. Give details of the existing social infrastructure around the proposed project.

Demography:

POPULATION 1981 1991 2001 Mumbai: Island City 3,285,042 3,174,889 3,326,837 Mumbai: Outer City 4,958,363 6,751,002 8,587,561 Suburbs (Outside Mumbai) 1,658,695 3,452,358 5,788,363 Metropolitan Mumbai 9,902,100 13,378,249 17,702,761 SHARE OF POPULATION 1981 1991 2001 Mumbai: Island City 33.2% 23.7% 18.8% Mumbai: Outer City 50.1% 50.5% 48.5% Suburbs (Outside Mumbai) 16.8% 25.8% 32.7% Metropolitan Mumbai 100.0% 100.0% 100.0% SHARE OF GROWTH 1981-1991 1991-2001 1981-2001 Mumbai: Island City -3.2% 3.5% 0.5% Mumbai: Outer City 51.6% 42.5% 46.5% Suburbs (Outside Mumbai) 51.6% 54.0% 52.9% Metropolitan Mumbai 100.0% 100.0% 100.0% POPULATION CHANGE 1981-1991 1991-2001 1981-2001 Mumbai: Island City (110,154) 151,948 41,795 Mumbai: Outer City 1,792,640 1,836,559 3,629,198 Suburbs (Outside Mumbai) 1,793,663 2,336,005 4,129,668 Metropolitan Mumbai 3,476,149 4,324,512 7,800,661 PERCENTAGE CHANGE 1981-1991 1991-2001 1981-2001 Mumbai: Island City -3.4% 4.8% 1.3% Mumbai: Outer City 36.2% 27.2% 42.3% Suburbs (Outside Mumbai) 108.1% 67.7% 71.3% Metropolitan Mumbai 35.1% 32.3% 44.1% Sources: Calculated from Census of India 2001 and MMRDA data Languages and religion:

Mumbai being a cosmopolitan city we found the people of different religion and cast. Main languages spoken in the district are Marathi, Hindi, Gujarati, Tamil, Kannada, Telagu and Sindhi.


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Communication and Other Social Services:

State Transport, BSET Bus Service, Central and western Railways are the main transport services. For international communication many people use airways as well as waterways.

Due to the fast growing economic zone and launching of many multinationals the social standard of the people living in this area is high and they tend to enjoy life by celebrating various festivals with joy and pleasure. The cost of living is very high in this area. Sources of drinking water are mainly rain fed dams and lakes.

7.3. Will the project cause adverse effects on local communities, disturbance to sacred

sites or other cultural values? What are the safeguards proposed? As this project is a Slum Rehabilitation Scheme, it will not cause adverse effects on local communities, disturbance to sacred sites or other cultural values.

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)

Pozalona Portland cement shall be used which already contains Fly ash.

8.2. Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts?

The project will contribute in higher dust levels during construction phase. The concrete will be made from outside source of RMC. Ready mix concrete will also reduce the truck trips as compared to on – site concrete batching plant. Vehicular trips will not be in peak traffic hours. This will reduce the load on transport systems.

8.3. Are recycled materials used in roads and structures? State the extent of savings achieved?

Pozalona Portland cement shall be used which already contains Fly ash.

8.4. Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project.

The project proponents have proposed provision for segregation and collection of bio-degradable waste and recyclable waste within the premises. Vessel-composting of wet garbage will be done. Dry garbage will be handed over to the contractors to recycle to reduce the load on MCGM dumping ground. Dried sludge from STP will be used as manure.

Biomedical waste :

The non-infectious waste will be segregated in wet garbage and dry garbage and wet garbage will be treated in the vessel composting unit within the premises and dry garbage to authorized contractors.


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The infectious (non-hazardous and hazardous waste) will be handed over to the Common Hazardous Waste Management Facility. The other M & D waste from M & D staff will be segregated separately and will be disposed along with residential waste.

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?

Power Requirement:

During Construction Phase: Total Connected load would be 100 kW During Operation Phase: REHABILITATION AND SALE COMPONENTS:

Sr. No. Description


Rehab Sale Total

1 Connected load 6000 3700 9700 Reliance energy


3 D.G sets (Incase of power failure)

1 Nos. of 630 kVA

2 Nos. of 1800 kVA --



1 Connected load 286 Reliance energy 2 Maximum demand 185

9.2. What type of, and capacity of, power back-up to you plan to provide?

D.G sets: 1 Nos. of 630 kVA for rehab and 2 Nos. of 1800 kVA for sale (Incase of power failure) are provided.

9.3. What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation?

Glass of following characteristics shall be use: Glass – North U factor recommended = 6.922 w/m2.k maximum With 6mm clear glass = 5.7 w/m2.k Glass – Non North U factor recommended = 3.177 w/m2.k With 6mm clear glass = 5.7 w/m2.k


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9.4. What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project.

In this project the basic building structure is designed in such a way that maximum solar light will be utilized during day time. Also use of clear glass is one of the features which will encourage the utilization of natural sunlight. Insulated roofs there by electrical energy will be saved.

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.

Solar energy will be used for solar water heating for sale building.

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?

It is proposed to insulate the roofs and wall of these buildings to minimize the heat gain and intern saving the electricity. Details are given below:

Roof

Sr. No. Description Conductivity

W /m. k Length Resistance

R m2. k /w

1 Outside surface (Ashrae Ao) 0.059 2 Clay tile 0.571 0.012 0.021 3 Brick Bat coba 0.727 0.1 0.138 4 HD Concrete 1.731 0.15 0.087 5 EPS 16Kg

Density 0.035 0.075 2.568

6 Inside surface (Ashrae Eo) 0.121 Total Resistance 2.994 ∴ Net U Value 1 / 2.994 = 0.334 U Value recommended by ECB code

(Climate zone warm & humid) 0.409

Roof meets the requirement Walls S.

No. Description Conductivity

w /m . k Length Resistance

R m2. k /w

1 Outside surface 0.059 2 Aluminium composite

panel 0.800 0.010 0.125

3 Airspace 0.60 0.160 4 Inside wall 1.731 0.200 0.116 5 Inside surface 0.121 Total R Value 0.581 Total U Value 1.721 Recommended U value 0.352


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Glass – North U factor recommended = 6.922 w/m2.k maximum With 6mm clear glass = 5.7 w/m2.k Glass – Non North U factor recommended = 3.177 w/m2.k With 6mm clear glass = 5.7 w/m2.k 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 c? Provide specifications. Pozalona Portland cement shall be used which already contains Fly ash. Solar energy will be used for solar water heating for sale building. Variable speed fans for ventilation and AC Use of CFL / T5 lamps in common area Switching off common area / external lighting through BMS Multiple circuits for lighting Group controls for elevators Transformers close to point of use Use of low loss capacitors

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?

As this will be construction project air pollution is not expected to be a major concern.

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.

It is proposed to insulate the roofs and wall of these buildings to minimize the heat gain and intern save the electricity.

Roof S. No.

Description Conductivity w /m . k

Length Resistance R

m2. k /w 1 Outside surface (Ashrae Ao) 0.059 2 Clay tile 0.571 0.012 0.021 3 Brick Bat coba 0.727 0.1 0.138 4 HD Concrete 1.731 0.15 0.087 5 EPS 16Kg

Density 0.035 0.075 2.568

6 Inside surface (Ashrae Eo) 0.121 Total Resistance 2.994 ∴ Net U Value 1 / 2.994 = 0.334 U Value recommended by ECB code

(Climate zone warm & humid) 0.409

Roof meets the requirement


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Walls Sr. No.

Description Conductivity w /m . k

Length Resistance R

m2. k /w 1 Outside surface 0.059 2 Aluminium composite

panel 0.800 0.010 0.125

3 Airspace 0.60 0.160 4 Inside wall 1.731 0.200 0.116 5 Inside surface 0.121 Total R Value 0.581 Total U Value 1.721 Recommended U value 0.352


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

DDIISSAASSTTEERR MMAANNAAGGEEMMEENNTT PPLLAANN

FIRE FIGHTING AVOID WATER LOGGING EARTHQUAKE RESISTANCY

• It is proposed to provide rain water collection tanks of 600 kl capacity and also rain water from surface will be recharge through 16 recharge pits. •Excess Storm water will be drained to municipal drain.

•The structural design shall be certified as per IS code 875 and IS- 1893-2002 for Seismic Zone – 3 of Mumbai.

• As per CFO regulation •Fire Alarm System as per I.S code. • Proper Fire Escape routes, are provided • Adequate underground and overhead separate water storage tanks. •Fire detection system as per requirements of Chief fire officer. • Wet risers system •Sprinkler system is provided • Fire pumps, booster pumps, sprinkler pumps: Electric, supply independent circuit. • Staircase / Elevator

Pressurizing System • Portable fire extinguishers of IS specification.


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EMERGENCY PREPAREDNESS PLAN

The Disaster Management plan is prepared for minimizing maximum disaster coincidence. Even though all precaution has been taken, if disaster happens at any point all occupiers should be aware of such disaster and need to be directed by one guideline, so that mishap can be taken care of by one single plan known as ‘Emergency Preparedness Plan’ EMERGENCY PREPAREDNESS PLAN IN OPERATIONAL PHASE:

1. On Site disaster management plan:

• Locator for exit routes, display of building plans to direct person to the nearest entry and exit during emergency.

• Display of Emergency phone nos. (Includes phone number and address of nearby hospital, fire station, police station, public help service etc.)

• Mock drill in every six months to check the working of all emergency services. • Training to all occupiers for different type of emergencies. • Periodic maintenance of all equipments. • Environment and safety officer shall be appointed. 2. Off Site disaster management plan:

During the complete or partial collapse of the building the surrounding people should be aware of the situation and should be prepared for the disaster. • For that awareness programme will be conducted with the help of local NGO’s • The disaster preparedness board will be displayed in the close proximity of the

building to make roadside people and nearby residing people to be aware of the situation.

• During the mock drill training of the occupants in the high rise, some of the local responsible people will be also be participated and will be given training for the emergency preparedness.

• Nearby fire station, hospital, police station and local helpline will be displayed in the surrounding area for the better contact.

• With the help of local NGO’s awareness in nearby residing people will be conducted and some people will be trained in primary health care systems.

• Membership of life Brigade system may be considered as per the requirement.


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9.11. If you are using glass as wall material provides details and specifications including emissivity and thermal characteristics.

Glass of following characteristics shall be use: Glass – North U factor recommended = 6.922 w/m2.k maximum With 6mm clear glass = 5.7 w/m2.k Glass – Non North U factor recommended = 3.177 w/m2.k With 6mm clear glass = 5.7 w/m2.k

9.12. What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration.

The wind speed measured in surroundings of the site is between 0.5 m/sec – 2 m/sec and considering Mumbai weather which is mild (not hot not very cold) typical Air infiltration rate could be 0.1 Air changes per hour (ACH). Considering, our designs of windows and doors. It will be tried to be reduced further 0.07 ACH by utilizing flushed sliding windows, properly designed door and window sashes.

9.13. To what extent the non-conventional energy technologies are utilised in the overallenergy consumption? Provide details of the renewable energy technologies used.

Solar energy will be used for solar water heating.


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10. Environment Management Plan

The Environment Management Plan would consist of all mitigation measures for each activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire.

ENVIRONMENTAL IMPACT AND MANAGEMENT PLAN FOR THE PROJECT EMP for Construction Phase

Sr. no.

Environmental Component

Activity Impacts Precautionary measures

1 Ambient Air Quality & Noise level

• Site Clearance

• Excavation • Construction

of Structures • Heavy

vehicle traffic

• Use of DG Set

• Open burning of waste

• Increased level of dust & other air pollutants • Increased Noise level.

For controlling air pollution : • Water Sprinkling • Cover on trucks • Use of RMC • Vehicles with valid PUC • Maintaining smooth traffic flow • DG sets : As per CPCB norms, Proper Maintenance, Use of Low sulphur fuel. Restricting open burning of solid waste For controlling noise pollution : • Barricades along the periphery of the site. • Ear Plugs for Labourers • D.G. sets with acoustic Enclosures. • No noise polluting work in night shifts. • Using electrically operated construction equipment.

2 Water

• Use of fresh water for Construction activity / labours • Wastewater generation • Disposal of

site Run off into SWD • Water logging

• Strain on the water supply in the vicinity • Sedimentation, • Pollution of nearby water courses. • Unhygienic condition for surrounding residents.

• Use of tanker water for construction. No burden on municipal supply

• Provision of temporary toilets and bathing facilities.

• Construction water will be channelised properly and silt traps will be provided before disposal into municipal drain.

• Precaution to avoid water logging during construction.

3 Soil • Preconstruction and

• Loss of good fertile soil

• Recycle of Debris as far as possible in construction


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excavation debris • Storage of construction material / chemicals • Transportati

on of hazardous material • Residual

paints Solvents/ bituminous material etc.

Heavy vehicle

operation / maintenance

Generation of garbage by labourers

Soil erosion, • Soil

contamination due to mixing of construction material/ accidental spillage of chemicals /oils

area. • Disposal of debris to

authorised sites/ recognised landfill sites

• Proper and Separate storage of construction material

• Storage of all petroleum products on impervious layers viz. concrete.

• Usage of Oil trays wherever oil spillage is expected.

• Transportation, storage and handling, disposal of HW as per their guidelines and handing it over to authorised agencies.

• Most use of electrically operated machinery.

• Segregation of garbage

Even after taking precautions if soil is found to be contaminated, it shall be removed and disposed off to authorized site.

4 Ecology • Site clearance,

• Construction of

structures • Cutting of

trees.

• Disturbing natural flora and fauna • Loss of vegetation from chemical spills from vehicles

• Plantation of local tree species.

• Plantation of trees will start in mid of construction phase.

• Regulation of vehicular trips and speed and proper maintenance of machinery.

5 Socio economic environment

Construction work Labour

• Positive impact : Employment generation

• Safety and hygiene at site may be affected during construction

• Adequate drinking water, toilet and bathing facilities.

• Regular analysis of drinking water.

• Personal protective and safety equipment will

be provided. • First aid facility. • Regular health check

up • Regular pest control at

site. • Educational and

awareness programme for safety measures.


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EMP for Operation Phase Sr. no.



1 Ambient Air Quality & Noise level

Increased vehicular trips, Use of DG sets

• Traffic congestion • Air pollution • Increase in noise level

• Adequate Parking provision; well Organized traffic management plan for smooth flow of vehicles. • Regular PUC check-up for vehicles. • DG sets : As per CPCB norms, Proper Maintenance, Use of Low sulphur fuel. • Acoustic Enclosures for DG sets • Plantation of tress will reduce air pollution and also act as noise buffer.

2 Water

• Increased demand of natural water,

• Generation of waste water

• Increased paved structure

• Stress on existing water supply, • Pollution

of water bodies

• Increased run off from site.

• Use of water saving practices • Adoption of dual flush system • Rain water harvesting • Plantation of less water consuming trees. • Treatment of waste water • Recycling of STP treated water for secondary requirements • Oil & grease traps will be installed on sewers and S.W.D. at the discharge points • Use of paver blocks instead of fully impervious pavement to control run off along with tree plantation.

3 Land • Solid waste

generation, • Transport

ation of hazardous material

• Increased paved structure

• Improper disposal of waste,

• accidental spillage of hazardous chemicals leads to soil contamination

• Increased run off from site.

• Waste minimization recovery and reuse • Segregation at source for all solid waste

streams • Recycling of dry garbage • Treatment of wet garbage by OWC and its

use as manure • Use of dried STP sludge as manure • Transportation, storage and handling, disposal of HW as per their guidelines and

handing it over to authorized agencies. • Strom water drainage of adequate Capacities. Use of paver blocks for percolation of rain

water along with tree plantation Even after taking precautions if soil is found to be contaminated, it shall be removed and

disposed off to authorized site 4 Ecology Introduction

of new tree species

• Disturbing natural flora and fauna • Increased exposure to anthropogenic activities.

• Landscaping, avenue plantation • Plantation of local tree species.

5 Socio economic environment

Development of new land use, influx of people

• Stress on all

utilities, risk and danger due to

• Emergency preparedness plan and Disaster management plan will be prepared and explained with the help of local NGO’s and surrounding people and authority.


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Sr. no.



natural and manmade disaster • Positive impact : Employment generation

Note: Environmental monitoring plan will be prepared based on Environmental management Plan. All environmental parameters will be studied as and when required and based on analysis result mitigation measures will be implemented. Hazardous Waste Management Plan:

Construction Phase: Environmental Management Plan for Hazardous Waste Generation Sr. No.


Mitigation Measures

1 Leakages and spillage oil or fuel * Contaminated soil if any shall be disposed off to Authorized Disposal Site. * Bituminous materials /any other chemicals shall not be allowed to leach into the soil.

2 Residual Paints/Solvents --do-- Other hazardous wastes, if any, shall also be handled in the similar way through authorized dealers only.

Operational Phase:

Sr. No.


Mitigation Measures Disposal

1. Waste Oil from D.G Sets - Waste oil will be handed over to authorized recyclers.


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LIST OF ENCLOSURE FOR FORM - I A

1. Google Image

2. Contour plan

3. Location Plan

4. D.P sheet

5. Block Plan

6. Parking Plan at basement levels

7. Section plan

8. CFO fire NOC

9. Debris NOC


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FORM – 1& 1A - Welcome to Environmentenvironmentclearance.nic.in/writereaddata/formB/MODIEC/0...Andheri (E). Form 1 – Mahakali Darshan 1 APPENDIX - I (See paragraph - 6) FORM 1

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