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ENVIRONMENTAL CLEARANCE

FORM I FORM IA

FOR

PROPOSED SLUM REHABILITATION SCHEME

“HANUMAN NAGAR VIKAS MANDAL” ON PLOT BEARING C.T.S NO. 1 (PT) OF VILLAGE GHATKOPAR,

HANUMAN NAGAR, TAL. KURLA, GHATKOPAR (W), MUMBAI.

M/s. Fine Envirotech Engineers

2 EIA of Proposed Slum Rehabilitation Scheme, Ghatkopar (W), Mumbai By M/s. Lake View Developers.

FORM 1

(I) BASIC INFORMATION

Sr.

No.

Item Details

1. Name of the Project Proposed Slum Rehabilitation Scheme

“Hanuman Nagar Vikas Mandal” on plot

bearing C.T.S No. 1 (pt) of village

Ghatkopar, Hanuman Nagar, Tal. Kurla,

Ghatkopar (W), Mumbai.

2. S. No. in the schedule 8 (b), As per the MoEF Notification 14th

September 2006 and further amended

dated 22/12/2014. Please refer Annexure-

I.

3. Proposed capacity/area/length/tonnage to

be handled/command area/lease

area/number of wells to be drilled.

Area of slum plot -64,219.67

Deduction for

(a) Road area -6,041.49

(b) Reservation (Duct line) -3,557.80

Balance area -54,620.38

Please refer Annexure-II for Area

Statement.

FSI Sanctioned for project – 3.08

FSI Area – 190900.08 sq.mt.

Non FSI Area – 319304.94 sq.mt.

Total Construction Area- 510205.02

sq.mt.

Please refer Annexure-III for FSI and

Non FSI Statement.

4. New/Expansion/Modernization

Proposed development is under Slum

Rehabilitation Scheme.



Yes, LOI: SRA/ENG/843/N/MHL/LOI

dated: 25/1/2012.

Please refer Annexure IV.

5. Existing Capacity/Area etc. Area of slum plot /slum - 64,219.67 sq.mt.

6. Category of Project i.e., ‘A’ or ‘B’

B1

7. Does it attract general condition? If yes,

please specify.

NA

8. Does it attract specific condition? If Yes,

please specify

No

9. Location Please refer Annexure V for & Google

Image and Location Plan.

Plot/Survey/Khasra No. C.T.S No. 1 (pt)

Village Ghatkopar, Hanuman Nagar

Tehsil/Town Tal. Kurla, Ghakopar (W)

District Mumbai.

State Maharashtra.

10. Nearest Railway Station/Airport along

with distance in kms.

Railway Station: Ghatkopar (1.2 Km)

Nearest Airport: Mumbai (8.6 km)

11. Nearest Town, City, District Headquarters

along with distance in kms.

Mumbai

12. Village Panchayats, Zilla Parishad,

Municipal Corporation, Local body

Municipal Corporation of Greater

Mumbai.



(complete postal addresses with telephone

nos. to be given)

13. Name of Applicant M/s. Lake View Developers

14. Registered Address Olympia, Central Avenue,

Hiranandani Business Park,

Powai, Mumbai – 400 076

15. Address for correspondence: M/s. Omkar Realtors and Developers

Pvt. Ltd

Omkar Esquare, Off Eastern Express

Highway

Opp. Sion-Chunnabhatti Signal, Sion (E).

Mumbai 400 022

Name Mr Kaushik More

Designation (Owner/Partner/CEO) Director

Address M/s. Omkar Realtors and Developers

Pvt. Ltd

Omkar Esquare, Off Eastern Express

Highway

Opp. Sion-Chunnabhatti Signal, Sion (E).

Mumbai 400 022

Pin Code

400 022

Telephone No.

022 66254100

Fax. No.

022- 24034066

Email [email protected]

16. Details of Alternate Sites examined, if

any. Location of these sites should be

shown on a topo sheet

Not Applicable



17. Interlinked Projects

No

18. Whether separate application of

interlinked project has been submitted?

No

19. If yes, date of submission

No

20. If no, reason

No

21. Whether the proposal involves

approval/clearance under: if yes, details of

the same and their status to be given.

(a) The Forest (Conservation) Act,

1980?

(b) The Wildlife (Protection) Act,

1972?

(c) The C.R.Z. Notification, 1991?

No

Not Applicable

Not Applicable

Not Applicable

22. Whether there is any Government

Order/Policy relevant/relating to the site?

No

23. Forest Land involved (hectares)

No

24. Whether there is any litigation pending

against the product and/or land in which

the project is propose to set up?

(a) Name of the Court

(b) Case. No.

(c) Orders/Directions of the court, if any and its relevance with the proposed project.

No

Not Applicable

Not Applicable

Not Applicable



• 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 change in land

use, land cover or topography including

increase in intensity of land use (with

respect to local land use plan)

No This is slum rehabilitation project at plot

bearing C.T.S No. 1 (pt) of village


Ghakopar (W), Mumbai. There will be no

change in contour & topography of land.

The development plan will be done as

per local land use plan and without

disturbing topography.

1.2 Clearance of existing land, vegetation and

buildings?

Yes

This is Slum Rehabilitation Scheme. The

proposed development will consist of

Rehab and Sale buildings.

Please refer Annexure-VI for Master

Plan.

1.3 Creation of new land uses?

Yes

Residential project



1.4 Pre-construction investigations e.g. bore

houses, soil testing?

Yes

Geotechnical Investigation report is

enclosed as Annexure-VII

1.5 Construction works? Yes

Construction of rehab and sale buildings.

1.6 Demolition works? Yes Since this is Slum Rehabilitation Scheme.

1.7 Temporary sites used for construction

works or housing of construction workers?

No

…..

1.8 Above ground buildings, structures or

Earthworks including linear structures,

cut and fill or excavations?

Yes During construction phase cut and fill or

excavations will be reused for leveling (if

suitable)

1.9 Underground works including mining or

tunneling?

No …..

1.10 Reclamation works? No …..

1.11 Dredging? No …..

1.12 Offshore structures?

No

…..

1.13 Production and manufacturing processes?

No

…..

1.14 Facilities for storage of goods or

materials? Yes

During construction phase temporarily

storage of construction materials will be

provided at project site.

1.15 Facilities for treatment or disposal of solid Yes Disposal of solid waste:



waste or liquid effluents? During construction phase debris

material and excavated materials will be

used for leveling (if suitable) and other

waste will be disposed off through

authorized contractor. During operation

phase waste will be segregated properly

and collected in different colored bins.

The biodegradable waste (8022kg/day)

will be composted and non

biodegradable waste (5362 kg/day) will

be handling by local municipal authority.

Please refer Annexure – VIII for Solid

waste Management.

Disposal of liquid waste:

During operation phase sewage

generated will be treated in sewage

treatment plant. The treated sewage will

be used for gardening and flushing

purposes within the premises. Sludge

generated will be used as manure for

gardening.

Please refer Annexure – IX for Water

Management.

1.16 Facilities for long term housing of

operational workers?

No

…..

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, culverting,

realignment or other changes to the

hydrology of watercourses or aquifers?

No …..

1.22 Stream crossings?

No …..

1.23 Abstraction or transfers of water form

ground or surface waters?

No …..

1.24 Changes in water bodies or the land

surface affecting drainage or run-off?

No …..

1.25 Transport of personnel or materials for

construction, operation or

decommissioning?

Yes During construction phase 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 works?

No __

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 During construction phase, workers will

be proposed temporary as most of the

skilled /unskilled manpower required for

the construction activities from nearby

areas.

During operation phase influx of people

to the proposed site will be on permanent

basis.

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 in short

supply):

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

quantities /rates, wherever possible)


2.1 Land especially undeveloped or

agricultural land (ha)

No __



2.2 Water (expected source & competing

users) unit: KLD

Yes During construction phase, water

demand for various construction

activities is estimated at an about 500

klpd. Water supply will be from

MCGM/Tanker (if required).

During operation phase, total water

requirement will be 3641 klpd. Domestic

water requirement will be supply from

Municipal Corporation of Greater

Mumbai whereas treated water from STP

will be used for flushing and landscaping

purposes.


Management.

2.3 Minerals (MT) No __

2.4 Construction material – stone,

aggregates, sand / soil (expected source

– MT)

Yes Raw material mostly required shall be

murum, sand, stones, cement, bitumen,

and earthwork will be procured from

authorized agency.

2.5 Forests and timber (source – MT)

No __

2.6 Energy including electricity and fuels

(source, competing users) Unit: fuel

(MT), energy (MW)

Yes Construction period:1000kW

Power supply:

Maximum demand:25959.61 KW Connected load: 18443.99 KW Source: Reliance Energy DG sets.

Rehab: 2 x 750 KVA and 1 x 125

Sale : 2 x 600 KVA and 1 X 750 KVA

and 2 X 1010 KVA

Please refer Annexure –X.



2.7 Any other natural resources (use

appropriate standard units)

No __

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)


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 __

3.2 Changes in occurrence of disease or

affect disease vectors (e.g. insect or

water borne diseases)

No __

3.3 Affect the welfare of people e.g. by

changing living conditions?

Yes There will be a positive impact on the

living conditions of the people after the

proposed development.

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)




4.1 Spoil, overburden or mine wastes No __

4.2 Municipal waste (Domestic and or

Commercial wastes)

Yes During construction phase

Waste: Debris & excavated materials.

During operation phase

Biodegradable- 8022 kg/day

Non Biodegradable- 5362 kg/day

Total Waste- 13384 kg/day

Disposal:

Biodegradable- Composted

Non Biodegradable- handled by local

municipal authority.

Please refer Annexure – VII.

4.3 Hazardous wastes (as per Hazardous

Waste Management Rules)

No

__

4.4 Other industrial process wastes

No __

4.5 Surplus product

No __

4.6 Sewage sludge or other sludge from

effluent treatment

Yes 30.80 kg of sludge will be generated and

that will be used as manure.

4.7 Construction or demolition wastes Yes Debris material will be used for leveling

(if suitable). Other waste will be disposed

off through authorized contractor.



4.8 Redundant machinery or equipment

No __

4.9 Contaminated soils or other materials

No __

4.10 Agricultural wastes No __

4.11 Other solid wastes

No __

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




5.1 Emissions from combustion of fossil

fuels from stationary or mobile sources

No __

5.2 Emissions from production processes No __

5.3 Emissions from materials handling

including storage or transport

Yes Very Negligible impact will be there due

to emissions from material handling,

which will be taken care of with proper

mitigative measures.

Vehicles use will be with EURO Engine

whereas construction machinery use will

be properly maintained.

5.4 Emissions from construction activities

including plant and equipment

No __

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.

Proper sewage collection system will be

provided, which will be treated to avoid

any adverse impact on the environment.

5.6 Emissions from incineration of waste No __

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 __

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

Sr.No. Information/Checklist confirmation

Yes/No

Details thereof (with approximate


with source of information data with

source of information data

6.1 From operation of equipment e.g.

engines, ventilation plant, crushers Yes

All construction material & equipment

will be well maintained in order to

minimize noise level to the acceptable

levels.

6.2 From industrial or similar processes No __

6.3 From construction or demolition

Yes During construction phase, sources of

noise pollution will be construction

machinery and transportation vehicles.

Proper mitigation measures will be taken

in order to minimize the impact on Noise

level. Proper Acoustic enclosures will be

provided to the heavy noise generating

machinery and equipment with regular

maintenance. Construction activities



would be carried out during day time.

Barriers will be provided around the

construction site to reduce noise in the

surrounding areas.

6.4 From blasting or piling No

….

6.5 From construction or operational traffic No

During Construction phase, negligible

impact is expected due to 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.

During Operation Phase, 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 and traffic management 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, coastal waters or the sea:




7.1 From handling, storage, use or spillage

of hazardous materials No

__

7.2 From discharge of sewage or other

effluents to water or the land (expected

mode and place of

Discharge)

No Sewage generated will be treated in full

fledged Sewage Treatment Plant (STP).

Treated sewage will be reused for

flushing and gardening within the

premises and balance water will be

disposed to Municipal drain.

7.3 By deposition of pollutants emitted to

air into the land or into water

No Water sprinkling will be done at regular

intervals during construction phase to

reduce spreading of dust particles.

Waste water treatment plant provided for

treatment of sewage and treated sewage

will be used for flushing and gardening

purposes within the premises.

DG emissions will be discharge through

stack of adequate height as per CPCB.

D.G sets will be enclosed in acoustic

enclosures to avoid noise pollution.

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

__



7. Risk of accidents during construction or operation of the Project, which could affect

human health or the environment.




8.1 From explosions, spillages, fires etc

from storage, handling, use or

production of hazardous substances.

No __

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 etc)? Yes

The project falls under seismic zone-III.

Further it is not flood prone or landslide

prone areas. Hence, no risk due to natural

hazards is envisaged.

However, Disaster Management Plan is

prepared enclosed separately.

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

environmental effects or the potential for cumulative impacts with other existing or

planned activities in the locality

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



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.

a. Supporting infrastructure (roads, Yes Project is well planned with complete



power supply, waste or waste water

treatment, etc.)

infrastructure of water supply, solid

waste, sewage disposal, and electricity,

fire fighting parking and communication

networks

b. Housing development No …..

c. Extractive industries No …..

d. Supply industries No …..

e. Other No …..

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

No …..

9.4 Have cumulative effects due to

proximity to other existing or planned

projects with similar effects.

No …..



(I) Environmental Sensitivity

S.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

Yes Sanjay Gandhi National Park is around 4

Km

2 Areas which are important or sensitive

for ecological reasons – Wet-lands,

watercourses or other water bodies,

coastal zone, biospheres, mountains,

forests

Yes Sanjay Gandhi National Park:

Approximately 4 km

Thana Creek : 2 km

3 Areas used by protected, important or

sensitive species of flora or fauna for

breeding, nesting, foraging, resting, over

wintering, migration

Yes

Sanjay Gandhi National Park:

Approximately 4 km

Thana Creek : 2 km

4 Inland, coastal, marine or underground

waters

Yes Thana Creek : 2 km

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

The proposed SRA scheme is situated at on

plot bearing C.T.S No. 1 (pt) of village


Ghakopar (W), Mumbai.

Total BUA- 510205.02 sq.mt.



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.

No, the proposed slum rehabilitation scheme at

Ghatkopar, Mumbai and It is consistent with

the surroundings.

.

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.

Area of slum plot -64,219.67

Deduction for

(a) Road area -6,041.49

(b) Reservation (Duct line) -3,557.80

Balance area -54,620.38



Please refer Annexure-II for Area Statement.

FSI Sanctioned for project – 3.08

FSI Area – 190900.08 sq.mt.

Non FSI Area – 319304.94 sq.mt.

Total Construction Area- 510205.02 sq.mt.

Please refer Annexure-III for FSI and Non FSI

Statement.

Total water Requirement : 3641 klpd


Management.

Parking proposed:

Rehab: 442 nos.

Sale: 1400 nos.

Please refer Annexure XIV for Parking

Statement and parking layout plan.

1.3. What are the likely impacts of the

proposed activity on the existing facilities

adjacent to the proposed site? (Such as

open spaces, community facilities, details

of the existing land use, disturbance to the

local ecology).

Poor sanitation is the major problems in many

existing settlements. Hence the improvement of

hygiene conditions must be a priority task; this

includes providing and developing a reliable

supplies of water and ensure controlled disposal

of solid waste and wastewater.

The proposed area will be now developed into

well organized SRA scheme which will have

good living conditions. Also green features such

as rain water harvesting, additional tree

plantation, proper waste water and solid waste

management etc shall be practiced. Hence this



project will have overall positive impact.

1.4. Will there be any significant land

disturbance resulting in erosion,

subsidence & instability? (Details of soil

type, slope analysis, vulnerability to

subsidence, seism city etc may be given).

No disturbance

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).

All along the road storm water drains will be

provided to collect water during rains. The

storm water drains adequately sized to prevent

over flooding of the site. Storm water drains

will be constructed according to municipal

regulations. Storm water from the entire plot

will be collected through network of storm

drains. Refer Annexure XI.

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 earthworks that shall be required are

cement, concrete, stones and other earthworks.

The prompters have proposed to use latest

construction technology, which will reduce

issues related to traffic, pollution as well as will

shorten the construction period.

It is proposed to adopt ready-mix concrete, both

pre-cast and cast-in-situ methods for the

construction methods to minimise routine

regional activities. Only existing and approved

quarries and burrow areas will be used for

construction materials. Latest technology and

equipment would be used with necessary

environmental precautions to minimise



environmental pollution during construction.

The excavated earth if found suitable will be

used for back-filling etc. or will be disposed off

in designated areas

1.7 Give details regarding water supply, waste

handling etc during the construction

period.

The water supply for domestic purpose will

depend on MCGM water supply, where as

tanker water will also be made available as and

where required. The treated water from sewage

treatment plant will be used for flushing, &

landscaping purpose within the project area that

will result less consumption of raw water.

Please refer Annexure-IX

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)

There is no permanent impacts will be there on

the existing facilities, only some temporary

changes will occur only during construction

phase, which will be properly mitigated.

Therefore there will be no low-lying areas and

wetlands get altered.

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)

No health hazard. Minor quantity of

construction debris will be generated which will

be used as filling in the site

Normal debris, waste concrete, excavation soil,

broken bricks, waste plaster etc. will be

generated, metallic waste, wood, and oil also

generated.

Reuse for land filling in the project premises.

Metallic waste collected separately and reuse of

it.



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.

Water requirement for domestic purpose will

have to tap from adequate source of MCGM

water supply.

The wastewater generated will be treated in

sewage treatment plant. The recycled water can

be utilized for flushing and gardening purposes

thereby reducing burden on fresh water supply.

Please refer Annexure-IX

2.2. What is the capacity (dependable flow or

yield) of the proposed source of water?

Water supply for domestic purpose will depend

on MCGM supply. The treated waste water will

be used for green belt development, and toilet

flushing.

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)

Not Applicable

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)

Treated water from STP will be used for

flushing, and landscaping purposes.

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)

Sanitary wastewater will be generated from the proposed Project. Wastewater generated will be treated in sewage

treatment plant based on MBBR technology.

Treated sewage will be reused for flushing and

gardening purposes within the project area and

remaining if any will be discharge to Municipal

drain.

2.7. Give details of the water requirements met

from water harvesting? Furnish details of

the facilities created.

The proposed rain water harvesting also

provided. Please refer Annexure-XII

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?

There is no change of land use. The project will

have proper storm water drainage facility as per

storm water drain remarks by concerned

authority. So there will be no problem of water

logging due to this project. Please refer

Annexure-X.

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)

The water demand for domestic purpose will be

met from the MCGM water supply and treated

water from STP will be used for flushing and

gardening purposes within project area. In any

case, water demand for construction is

temporary in nature. Measures such as

minimization of water consumption, reuse of

water, no ground water use, no discharge of

treated wastewater to any surface or ground

water body will be taken to minimize the impact

on water resources and quality.



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)

Proper Storm drainage pattern will be provided

and project boundary will be there. All along the

road storm water drains would be provided to

collect water during rains. They would be

adequately sized to prevent over flooding of the

site to avoid any adverse impact on the

environment.

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 project will have proper storm water

drainage facility as per Strom Water Drain

Remarks by concerned authority. So there will

no be problem of water logging due to this

project.

2.12. Will the deployment of construction

laborers particularly in the peak period

lead to unsanitary conditions around the

project site (Justify with proper

explanation)

No

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)

Segregation or sorting of waste at its source

will be practiced in order to encourage reuse/

recycling and to minimise the negative effects

of the waste and increase its economic value.

Separate bins will be placed to collect bio

degradable and non – biodegradable waste. In

the parking place and other open areas also

dedicated bins will be placed.

2.14. Give details of dual plumbing system if

treated waste used is used for flushing of

toilets or any other use.

Yes, dual plumbing system with colour coding

for all buildings shall be done as per standard

practices.



3. VEGETATION

3.1. Is there any threat by the project to the

biodiversity? (Give a description of the

local ecosystem with it’s unique features,

if any)

No, There will be no significant impact of the

project on flora and other vegetation due to any

of the pollution parameters during operational

phase of the project.

3.2. Will the construction involve extensive

clearing or modification of vegetation?

(Provide a detailed account of the trees &

vegetation affected by the project)

No.

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)

The proposed project land will be converted to evergreen piece of environment friendly settlement. It is proposed to develop green belt with various types of trees, plants etc. Total RG area: Recreational Ground required is 8 % and provided will be 8 %. Please refer Annexure- XIII.

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, There will be no significant impact of the project fauna due to any of the pollution parameters during operational phase of the project. No significant impact is envisaged on the local fauna during the operational phase of the project.

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.

Not Applicable

5. AIR ENVIRONMENT

5.1. Will the project increase atmospheric

concentration of gases & result in heat

islands? (Give details of background air

No



quality levels with predicted values based

on dispersion models taking into account

the increased traffic generation as a result

of the proposed constructions)

5.2. What are the impacts on generation of

dust, smoke, odorous fumes or other

hazardous gases? Give details in relation to

all the meteorological parameters.

There will not be any type of dust, smoke,

odorous fumes or other hazardous gases

generated.

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.

Entry points to the buildings have been worked

out keeping un view the desired movement of

vehicles.

Parking proposed:

Rehab: 442 nos.

Sale: 1400 nos.

Please refer Annexure XIV for Parking

Statement and parking layout plan.

5.4. Provide details of the movement patterns

with internal roads, bicycle tracks,

pedestrian pathways, footpaths etc., with

areas under each category.

The layout plan of the proposed site has

developed an internal road network in such a

manner that it will not only cater to buildings

but also integrate the whole area of built masses

and open spaces with a pedestrian dominated

movement pattern.

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.

No

5.6. What will be the impact of DG sets &

other equipment on noise levels &

DG set will be used in operation phase only in

case of power failure. The DG Sets shall be as



vibration in & ambient air quality around

the project site? Provide details.

per the guide lines laid down by EPR for

specific noise emission standards. Measures

shall be taken for reduction of noise by using

acoustic enclosures.

6. AESTHETICS

6.1. Will the proposed constructions in any way

result in the obstruction of a view, scenic

amenity or landscapes? Do the proponents

take these considerations into account?

No, the proposed project will indeed increase

the aesthetic value of the area.

6.2. Will there be any adverse impacts from

new constructions on the existing

structures? What are the considerations

taken into account?

No

6.3. Whether there are any local considerations

of urban form & urban design influencing

the design criteria? They may be explicitly

spelt out.

No

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.

Yes



7.2. Give details of the existing social

infrastructure around the proposed project.

The study area also has adequate water supply

from MCGM, storm water drainage, sewerage

disposal system electricity supply from

Reliance Energy and drinking water supply.

The infrastructure facilities in the study area are

adequately available and the proposed project

will not pose any additional burden on it.

7.3. Will the project cause adverse effects on

local communities, disturbance to sacred

sites or other cultural values? What are the

safeguards proposed?

No

8. BUILDING 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)

Energy Conservation – a priority feature.

• Advanced Building Management Systems

(BMS) for energy conservation.

• Proper signage’s for Energy conservation

wherever applicable.

• Automatic Capacitors to Maintain Higher

Power Factor.

• Optimum use of Glass with sun control film.

For construction Ready Mix Concrete will be

used to maximum possible extent.

• Optimum use of fly ash in construction.

8.2. Transport and handling of materials during

construction may result in pollution, noise

& public nuisance. What measures are

taken to minimize the impacts?

During construction phase vehicles carrying

construction material will be covered by traps to

avoid spilling and blowing by wind.



8.3. Are recycled materials used in roads and

structures? State the extent of savings

achieved?

No

8.4. Give details of the methods of collection,

segregation & disposal of the garbage

generated during the operation phases of

the project.

Segregation or sorting of waste at its source

will be practiced in order to encourage reuse/

recycling and to minimise the negative effects

of the waste and increase its economic value.

9. ENERGY CONSERVATIO

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?

Operation Period:

Power supply:

• Maximum demand:25959.61 KW • Connected load: 18443.99 KW • Source: Reliance Energy

Please refer Annexure –X.

Energy conservation program will be

implemented through measures taken both on

energy demand and supply. Please refer

Annexure –XV.

9.2. What type of, and capacity of, power back

up to you plan to provide?

Emergency Power Through D.G. Sets with

acoustic enclosure for the entire DG room to

avoid noise pollution.

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?

Optimum use of Glass with sun control film.

9.4. What passive solar architectural features

are being used in the building? Illustrate

the applications made in the proposed

project.

--



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.

--

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?

--

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.



ANNEXURE-I SCHEDULE AS PER EIA NOTIFICATION



ANNEXURE-II AREA STATEMENT

Sr.No Description In sq.mt

1. Area of slum plot /slum 64,219.67

2. Deduction for

a. Road area 6,041.49

b. Reservation (Duct line) 3,557.80

3. Balance area 54,620.38

4. Deduction 15 % R.G. (if applicable) ….

5. Net area of plot for computation of t/s density 54,620.38

6. Addition for FSI purpose 2 (a & b) above 100% 9,599.29

7. Total plot area for FSI purpose 64,219.67

8. Max. permissible F.S.I 3.00

9. Max. permissible BUA area in situ 1,92,659.01

10. Rehab built up area 85,810.41

11. Passage & amenity (existing & proposed) BUA …..

12. Rehab component 1,11872.26

13. Sale component 1,11872.26

14. Total BUA sanctioned for project 1,97,682.67

15. FSI sanctioned for project 3.08

16 Total Built Up Area (Proposed) 190900.08

17 Total Non FSI Area (Proposed) 319304.94

18 Total Construction Area (Proposed) 510205.02



ANNEXURE-III CONSTRUCTION AREA STATEMENT

SR. NO BUILDINGS FSI

(SQ.MT)

NONFSI

(SQ.MT.)

CONSTRUCTION AREA

(SQ.MT.)

1 REHAB AND SALE 190900.08 319304.94 510205.02



ANNEXURE-IV

LOI No.SRA/ENG/843/N/MHL/LOI dated on 25th Jan 2012



ANNEXURE-V GOOGLE IMAGE AND LOCATION PLAN

GOOGLE IMAGE



LOCATION PLAN



ANNEXURE-VI MASTER PLAN



ANNEXURE-VII: GEOTECHNICAL INVESTIGATION REPORT



ANNEXURE-VIII: SOLID WASTE MANAGEMENT SOLID WASTE GENERATION CALCULATION

Sr. No.

Component Occupant Load (nos.)

Criteria for Solid Waste Generation

(kg/day)

Solid Waste Generation

(kg/day)

Total (lit/day)

Biodegradable Non Biodegradable

Biodegradable Non Biodegradable

A Rehab Buildings

1. Rehab Residential

13340 0.3 0.2 4002 2668 6670

2. Shops

111 0.075 0.175 8 19 27

Total 13451 … … 4010 2687 6697

B Sale Buildings

1. Sale Residential

13375 0.3 0.2 4012 2675 6687

Total 8022 5362 13384

The total quantity of solid waste generated will be 13384 kg/day. The biodegradable waste

will be 8022 kg/day whereas non biodegradable waste will be 5362 kg/day.

The waste segregation or sorting at its source will be practiced in order to encourage reuse/

recycling and to minimise the negative effects of the waste and increase its economic value.

Separate bins will be placed to collect bio degradable and non – biodegradable waste. In the

parking place and other open areas also dedicated bins will be placed.

The biodegradable waste will be composted by SAVECO mechanical composting machine

whereas other will be given to Handover vendors / recyclers for the final disposal. Total

requirement of 8022 kgs/day capacity of biodegradable waste, we have considered SAVECO

400 machine- 4nos.

.



Saveco –The Mechanical Composter:

Total requirement of 8066 kgs/day capacity of biodegradable waste, we have considered

SAVECO 400 machine- 4nos.

MECHANICAL COMPOSTING MACHINE



ANNEXURE-IX: WATER MANAGEMENT WATER BALANCE STATEMENT

Sr. No.

Component Occupant Load (nos.)

Criteria For Water Requirement (lit/day)

Water Requirement (lit/day)

Total (lit/day)

Total (klpd)

Domestic Flushing Domestic Flushing A Rehab Buildings 1. Rehab

Residential

13340 90 45 1200600 600300 1800900 1801

2. Shops

111 20 25 2220 2775 4995 5

Total 13451 … … 1202820 603075 1805895 1806

3. Landscaping 1862.55 sq.mt

7 lit/sq. mt. 13038 13038 13

Total (1 +2+3) 1818933 1819 B Sale Buildings

1. Sale Residential

13375 90 45 1203750 601875 1805625 1805

2. Landscaping 2391.87sq.mt 7lit/sq. mt. 16743.09 16743.09 17

Total (1 +2) 1822368 1822

Total (A+B) 3641301 3641

The total water requirement during operation phase for rehab and sale components will be

3641 klpd.

The various uses of water will include drinking purpose, kitchen areas, toilets and urinal areas,

landscaping, fire-fighting etc. The water supply for domestic and flushing purpose will depend

on the local municipal supplies i.e. Municipal Corporation of Greater Mumbai water supply

whereas treated water from sewage treatment plant will be use for flushing and gardening

purpose.



STP Calculation

Particulars Rehab Sale

Waste Water Generation (klpd) 1565 1542

STP capacity (klpd) Total 3 STP’s (1 x 580 KLD , 1 x 980 KLD

and 1 x 85 KLD )

Total 3 STP’s (1 x 700 KLD , 1 x 610 KLD and 1 x 245 KLD )

STP Location Layout



STP Flow Diagram



ANNEXURE-X: ENERGY ELECTRIC LOAD ESTIMATE

Particular Details Power Supply Source M/s. Reliance Energy

During Operation Phase

Buildings Connected Load (KW)

Maximum Demand (KW)

Rehab 9729.08 6884.60 Sale 16230.53 11559.39 Total 25959.61 18443.99

The power requirement will be supply from M/s. Reliance Energy. The total power

requirement during operation period will be about 25959.61 KW for connected load and

18443.99 for maximum demand supply.

DG SETS DETAILS

Particular Details

During Operation Phase Buildings No. Of DG Set and Capacity

Rehab 2 x 750 KVA and 1 x 125 Sale 2 x 600 KVA and 1 X 750 KVA and 2 X 1010 KVA

DG Set Location Layout



ANNEXURE-XI: STORM WATER DRAINAGE SYSTEM RUNOFF CALCULATIONS PRIOR TO CONSTRUCTION

Contributing Area Left 141708.78 sq. mt Rainfall Intensity 100.00 MM/HR

Catchment Area Description Area (sq. mt)

C Runoff Per Area (cum/sec)

Sale-1 29497.00 0.75 0.61

Sale-2 12429.00 0.75 0.26

RG 3500.00 0.75 0.07

Outside Catchment-LHS 96282.78 0.75 2.01

Total Runoff 141708.78 2.95

Total Runoff 2.95 Municipal Drain Carrying Capacity 6.70


Sale-1 & Sale-2 0.00 0.75 0.00 Rehab 16584.25 0.75 0.35 RG 2238.75 0.75 0.05 Outside Catchment-RHS 100074.98 0.75 2.08 Total Runoff 118897.98 2.48


RUNOFF CALCULATIONS AFTER TO CONSTRUCTION


Catchment Area Description Area (sq. mt) C Runoff Per Area (cum/sec) Sale-1 29497.00 0.9 0.74 Sale-2 12429.00 0.9 0.31

RG 3500.00 0.35 0.03 Outside Catchment-LHS 96282.78 0.75 2.01

Total Runoff 141708.78 3.09 Total Runoff 3.09

Municipal Drain Carrying Capacity 6.70 Contributing Area Left 118897.9 sq. mt

Rainfall Intensity 100.00 MM/HR Sale-1 & Sale-2 0.00 0.9 0.00 Rehab 16584.25 0.9 0.41



RG 2238.75 0.35 0.02 Outside Catchment-RHS 100074.98 0.75 2.08 Total Runoff 118897.98 2.52


Storm Water Drainage and Rainwater Harvesting Layout



ANNEXURE-XII: RAINWATER HARVESTING SYSTEM RAINWATER HARVESTING SYSTEM FOR REHAB BUILDING

Design for Rain Water Storage 100% Rain water to be Stored in tank & reuse for Gardening /carwash

Rain Water available from Terraces

Buildings

Area of hard

paved Terraces (sq.mt)

Coefficient of Run off

Arr. Rainfall per day

(mm/day)

Total rain water

available from

terraces per day

(cum/day)

Considering 2 day

storage (cum/day)

Proposed rain

water tank

(cum)

Volume of each

tank (nos.)

Total volume of

water retention in Rain water

storage tank

(cum)

Building -1 928.40 0.90 41.80 35 70 2 35 70 Building -2 1,026.88 0.90 41.80 39 77 2 40 80 Building -3 1,026.88 0.90 41.88 39 77 2 40 80Building -4

ABC) 2456.00 0.90 41.88 93 185 2 95 190

Building -4 DEF 1821.75 0.90 41.88 69 137 2 70 140

Building -5 598.40 0.90 41.88 23 45 2 25 50 Building A 365.15 0.90 41.88 14 28 2 15 30

RAINWATER HARVESTING SYSTEM FOR SALE BUILDING

Design for Rain Water Storage 100% Rain water to be Stored in tank & reuse for irrigation/carwash

Rain Water available from Terraces Buildings Area of

hard paved

Terraces (sq.mt)

Coefficient of Run off

Arr. Rainfall per day

(mm/day)

Total rain water

available from

terraces per day

(cum/day)

Considering 2 day

storage (cum/day)

Proposed rain

water tank

(cum)

Volume of each

tank (nos.)

Total volume of water

retention in Rain water

storage tank(cum)

Building –A & B/ (B & C)/

(E & F) 1386 0.90 41.80 52 104 2 55 110

Building –H & J/ (K & L) 1330 0.90 41.88 50 100 2 50 100

Building M 630 0.90 41.88 24 47 2 25 50 Building P & Q 1125 0.90 41.88 42 85 2 45 90

Building R & S 1020 0.90 41.88 38 77 2 40 80



ANNEXURE-XIII: GREEN BELT DEVELOPMENT PLAN

Landscape Layout

R.G. STATEMENT

Sr. No. Particulars Area (sq.mt)

A Green R.G Area On Rehab Plot …

1 Required 8% Green R.G Area On Rehab 23281.87 X 8% 1862.55

2 Proposed Green R.G Area 3072.06

3 Proposed Paved R.G Area On Rehab Plot 3462.01

B Green R.G Area On Sale Plot …

1 Required 8% Green R.G Area On Sale 29898.47 X 8% = 2391.87

2 Proposed Green R.G Area 2666.06

3 Proposed Paved R.G Area On Sale Plot 4212.46



Tree Plantation Statement

Sr. No. Botanical name Common name Important features No. of Trees

1 Pongamia pinnata Karanj Shady tree 26

2 Bauhinia racemosa Apta Small tree with small white

flowers, butterfly host plant

15

3 Azadiracta indica Neem Large tree, good for roadside

plantation

27

4 Anthocephallus

cadamba

Kadamb Shadt, large deciduous tree,

fast growing graceful tree,

ball shaped flowers

30

5 Cassia fistula Bhava Medium sized deciduous tree,

beautiful yellow flowers,

Butterfly host plant

40

6 Saraca asoka Sita Ashoka Shady tree with red yellow

flowers

20

7 Mimusops elengi Bakul Shady tree, small white

fragrant flowers

20

8 Michalia champaca Son chapa Medium sized evergreen tree,

fragrant yellow flowers,

butterfly host plant

32

9 Ficus retusa Nandruk Shady tree, good for

roadside plantation

35

10 Butea monosperma Palas Medium sized deciduous tree.

Beautiful orange flowers,


25



11 Albizia lebbeck Shirish Shady tree, yellowish green

fragrant flowers

30

12 Nyctanthes arbor-

tristis

Parijakta Small deciduous fast growing

tree, beautiful flowrers

15

13 Bombax ceiba Katesavar Large tree, red flowers. 25

14 Erythrina indica Pangara Medium sized deciduous tree.

Bright scarlet flowers.

30

15 Murraya

paniculata

Kunti Small tree, Fragrant white

flowers,


35

16 Ailanthus excelsa Maharukh Large tree, good for roadside

plantation

20

17 Caryota urens Fish tail palm Tall evergreen tree 25

18 Magnifera indica Mango Fruits bearing tree 30

19 Bauhinia purpuria Rakta Kanchan small to medium-sized

deciduous fast-growing tree

Butterfly tree

20

Total 500



ANNEXURE-XIV: PARKING STATEMENT PARKING STATEMENT FOR REHAB BUILDING

Area of Flat Total Flats Parking Required Parking

Below 35 sq.mt. 2705 1 For 8 nos. 338.12 nos.

Total 338.12 nos.

Add 25% visitors (3380.12 x 25% ) = 84.53 84.53 nos.

Parking Required (338.12 + 84.53) = 422.65 Says 423 nos. 423 nos.

Parking Proposed 442 nos.

Parking Area 12511.35 sq.mr

Area Per Car 28.30

Type Of Parking Ground

PARKING STATEMENT FOR SALE BUILDING

SALE BLDG - 1& 2 PARKING AREA STATEMENT

Area Of Flat Total Flats Parking Required Parking

Below 35 sq.mt 848 1 For 8 Nos. 106.00

35 to 45 sq.mt 0.00 1 For 4 Nos.

45 to 70 sq.mt 1723 1 For 2 Nos. 861.50

Above 70 sq.mt 138.00 1 For 1 Nos. 138.00

Total 1105.50

Add 25% Visitors (1105.50 x 25% ) = 276.37

Parking Required ( 1105.50 + 276.37 ) 1382 nos.

Parking Proposed 1400 nos.



ANNEXURE-XV: ENERGY SAVING MEASURES Energy Saving Calculation for Rehab Building

Sr. No.

Load Description

Avg. KW

Qty.

Avg. hrs/day

Avg. kwh/day

1.0 Rehab Block: 1.1a 1-BHK Flats / Socity office /

Balwadi / Welfare center / PAP / RC

1.65 2,668.00 7.00 30,815.40

1.1b Shops 2.50 37.00 8.00 740.00 1.2 Lifts - All Rehab Buildings 345.60 1.00 8.00 2,764.80 1.3 Common Areas Lighting - All

Rehab Building 118.98 1.00 12.00 1,427.73

1.4 Amenities/Club House - Assumed

50.00 1.00 6.00 300.00

1.5 Compound/Street Lighting - Assumed

12.00 1.00 4.00 48.00

1.6 Common area small power 60.00 1.00 2.00 120.00 1.7 Plumbing load 245.50 1.00 6.00 1,473.00 1.8 Basement and STP ventilation 30.00 1.00 6.00 180.00 Therefore Average KWH/Day: 37,868.93 Therefore Average

KWH/Annum: 3,822,159.89

Reduction In Consumption By Using Energy Saving Measures By Using CFL / T5 Lamps & Electronic ballast: Basis - lamp comparison Diff between 28W T5 and 36W

T8 lamp 8 W which comes to 22%

Diff between 18W CFL and 36W T8 lamp

18 W which comes to 50%

Hence overall saving can be considered as 35% Diff between 14W LED and

36W T8 lamp 22 W which comes to 61%

Hence overall saving can be considered as 60% for lobbies / staircases and atrium Basis - ballast comparison Watt losses for VPIT copper

ballast compared to electronic ballast

5 W which comes to 15% for T5 and 21% for CFL

Hence overall saving can be considered as 18% Area Per day unit

consumption Saving

percentage Per day unit consumption with savings

Savings in units

A Savings due to lamp 1.0 Common area lighting 1,427.73 60.00 571.09 856.64 2.0 Street lighting / landscape 48.00 60.00 19.20 28.80



lighting 3.0 Apt lighting app - 0.50 KW -

CFL 9,131.50 35.00 5,935.48 3,196.03

B Savings due to electronic ballast

- -

1.0 Common area lighting 1,427.73 18.00 1,170.74 256.99 2.0 Street lighting / landscape

lighting 48.00 18.00 39.36 8.64

3.0 Apt lighting app - 0.50 KW - CFL

9,131.50 18.00 7,487.83 1,643.67

C Savings due to timer / sensor Providing timers for 3 time zones - 4 hours 100% lighitng / 4 hours 50% lighting and 4

hours 25% lighting for 12 hour lighting cycle for common / parking and street lighting - hence overall savings shall be 40%

1.0 Common area lighting 1,427.73 40.00 856.64 571.09 D Savings due to APFC Panel 1,085.69

E Savings due to use of hydro pneumatic pumping system / Ventilation & Lifts with VFD @ 15% minimum

4,417.80 15.00 3,755.13 662.67

Therefore Average KWH/Day Saving:

8,310.22

Therefore Average KWH/Annum Saving:

3,033,230.92

Therefore Average Annual Energy Savings In %:

21.94%



Energy Saving Calculation for Sale Building

Sr. No.

Load Description Avg. kw

Qty. Avg. hrs/day

Avg. kwh/day

1.0 Sale Block: 1.1a 1-BHK Flats 1.65 1,058.00 7.00

12,219.90 1.1b 2-BHK Flats 3.00 1,517.00 7.00

31,857.00 1.1c 3-BHK Flats 5.00 96.00 7.00

3,360.00 1.2 Lifts - All Wing 853.20 1.00 8.00

6,825.60 1.3 Common Areas Lighting 311.20 1.00 12.00

3,734.40 1.4 Amenities/Club House –

Assumed

50.00 1.00 6.00 300.00

1.5 Compound/Street Lighting 12.00 1.00 4.00 48.00

1.6 Common area small power

76.80 1.00 2.00 153.60

1.7 Plumbing load 407.40 1.00 6.00 2,444.40

1.8 Basement and STP ventilation

266.90 1.00 6.00 1,601.40

Therefore Average KWH/Day:

62,544.30

Therefore Average KWH/Annum:

22,828,669.50

Reduction In Consumption By Using Energy Saving Measures

BY USING CFL / T5 LAMPS & Electronic ballast:

Basis - lamp comparison Diff between 28W T5 and 36W T8 lamp 8 W which comes to 22%

Diff between 18W CFL and 36W T8 lamp 18 W which comes to 50%

Hence overall saving can be considered as 35%

Diff between 14W LED and 36W T8 lamp 22 W which comes to 61%



Hence overall saving can be considered as 60% Basis - ballast comparison Watt losses for VPIT copper ballast

compared to electronic ballast 5 W which comes to 15% for T5 and 21% for CFL

Hence overall saving can be considered as 18%

Area Per day unit consumption

Saving percentage

Per day unit consumption with savings

Savings in units

A Savings due to lamp 1.0 Common area lighting on LED 3,734.40 60.00 1,493.76

2,240.64 2.0 Street lighting / landscape lighting on

LED 48.00 60.00 19.20

28.80 3.0 Apt lighting app - 0.50 KW - CFL 9,481.50 35.00 6,162.98

3,318.53 B Savings due to electronic ballast -

- 1.0 Common area lighting 3,734.40 18.00 3,062.21

672.19 2.0 Street lighting / landscape lighting 48.00 18.00 39.36

8.64 3.0 Apt lighting app - 0.50 KW - CFL 9,481.50 18.00 7,774.83

1,706.67 C Savings due to timer / sensor Providing timers for 3 time zones - 4 hours 100% lighitng / 4 hours 50% lighting and 4 hours

25% lighting for 12 hour lighting cycle for common / parking and street lighting - hence overall savings shall be 40%

1.0 Common area lighting 3,734.40 40.00 2,240.64 1,493.76 D Savings due to APFC Panel 2,315.39 E Savings due to use of hydro pneumatic

pumping system / Ventilation & Lifts with VFD @ 15% minimum

10,871.40 15.00 9,240.69 1,630.71

Therefore Average KWH/Day Saving:

13,415.32

Therefore Average KWH/Annum Saving: 4,896,593.54

Therefore Average Annual Energy Savings In %:

21.45%

Form I & IAenvironmentclearance.nic.in/writereaddata/online/...Hiranandani Business Park, Powai,...

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Transcript of Form I & IAenvironmentclearance.nic.in/writereaddata/online/...Hiranandani Business Park, Powai,...