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GLIDERS BUILDCON LLP Incorporated under The Limited Liabi lity Partnership Act, 2008 with Limited Liability

Registration No.AAA-3916

Registered Office :81

Floor, Piramal Tower, Ganpatrao Kadam Marg, Lower Parel, Mumbai- 400 013.

To,

The Director

(lA - III Division)

Ministry of Environment and Forests

Indira Paryavaran Bhavan,

Jor Bagh Road, New Delhi - 110 003

India

Subject: Appraisal of our project in absence of SEAC - 2, Maharashtra under category 8

B as per EIA Notification 2006 as amended on 1st December 2009

Reference: Application for Amendment in Environmental Clearance for our Proposed Composite

Development with Public Parking project at CS No. 593 of Mazagaon Division, at

Rambhau Bhogle Marg , Byculla. Mumbai Maharashtra submitted to SEAC -2

(MMR), Maharashtra for appraisal

Respected Sir,

Please refer to the above mentioned subject. Our project has received Environmental Clearance on

dated 31.05.2014, thereafter applied for Amendment in Environmental Clearance to SEAC -2,

Maharashtra on dated 11.08.2014.

As it is evident that SEAC -2 (MMR), Maharashtra has been dissolved and there are no meetings

taken up for Environmental Clearance for the project s in Mumbai Metropo l itan Region since

June, 20 14.

As per the MoEF Notificat ion dated 1st

December 2009, page 16 -II

II in para 4, in sub - para (iii), for the words and letters "bt the absence of a duly constituted SEIAA or SEAC, a Category 'B' project shall be treated as a Category 'A' project", the words and letters "In absence of a duly constituted SEIAA or SEAC, a Category 'B' project shall be considered at the Central Level as a Category 'B' project" shall be substituted.

Hence we request you to take up our project in the Expert Appraisal Committee (EAC), MoEF

for new construction projects. Accordingly we are submitting herewith the dully filled Form 1

& 1A with all necessary enclosures.

Please do the needful and oblige.

Thanking you

Yours Faithfully

For GLIDERS BUILDCON LLP

(Authorized Signatory)

Encl: Application to SEAC -2, with Form I & 1A

0

Form 1- Proposed Composite Development with Public Parking Byculla, Mumbai

FORM –1 & 1 A

Expansion and Amendment in Environmental Clearance

For

Proposed Composite Development with Public Parking

At

CS No. 593 of Mazagaon Division, at Rambhau Bhogle Marg,

Byculla. Mumbai

By

M/s. GLIDERS BUILDCON LLP

1


FORM –1


For


At


Byculla. Mumbai

By


2


APPENDIX - I (See paragraph - 6)

FORM 1 (I) Basic Information

Sr.No. Item Details

1. Name of the project/s Proposed Composite Development with Public

Parking 2. S. No. in the schedule 8 (B1)

3. Proposed capacity/area/length/tonnage to be

handled/command area/lease area/number of

wells to be drilled

Total plot area: 58,197.97 Sq. mt.

Deduction: 3629.25 Sq. mt.

Net plot area: 54,568.72 Sq. mt.

Built up area as per FSI: 1,13,942.38 Sq. mt.

(Including Fungible area)

Total construction built-up area : 3,54,767.51

Sq. mt.

4. New/Expansion/Modernization Expansion and Amendment

5. Existing Capacity/ Area etc. This project has received prior environmental

clearance from SEIAA in the year 2014. But as

there are certain amendments & expansion, the

project proponent M/s. Gliders Buildcon LLP,

have reapplied for amendment in environmental

clearance.

Environmental Clearance letter is referred as

Enclosure 1

6. Category of project i.e.’ A’ or ‘B’ 8 (B1)

7. Does it attract the general condition? If yes,

please specify.

Not Applicable

8. Does it attract the specific condition? If yes,

please specify.

Not Applicable

9. Location Byculla

Plot/Survey/Khasra No. CS No. 593

Village Byculla

Tehsil Mumbai

District Mumbai

State Maharashtra

10. Nearest railway station

Nearest airport

Byculla Railway Station: 0.80 km (aerial distance)

Mumbai Chattrapati Shivaji International Airport:

12.40 km. (aerial distance)

11. Nearest Town, city, District headquarters

along with distance in kms.

Byculla (Mumbai)

12. Village Panchayats, Zilla Parishad, Municipal

Corporation, Local body (complete postal

address with telephone nos. to be given)

Municipal Corporation of Greater Mumbai

(M.C.G.M.)

13. Name of the applicant M/s. Gliders Buildcon LLP

14. Registered Address Piramal Tower, 8th floor, Ganpatrao Kadam Marg,

Lower Parel, Mumbai -400 013

Address for correspondence Piramal Tower, 8th floor, Ganpatrao Kadam Marg,


Name Mr. Rakesh Sharma

Designation (Owner/Partner/CEO) President & Chief Administrative Officer

Address Piramal Tower, 8th floor, Ganpatrao Kadam Marg,


Pin Code 400 013

E-mail [email protected]

Telephone No. 022-33514040/4117

Fax No. --

16. Details of Alternative Sites examined, if any.

Location of these sites should be shown on a

Not Applicable

3


Sr.No. Item Details

topo-sheet.

17. Interlinked Projects No

18. Whether separate application of interlinked

project has been submitted?

Not Applicable

19. If yes, date of submission Not Applicable

20. If no, reason Not Applicable

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?

Not Applicable

22. Whether there is any Government

Order/Policy relevant/ relating to the site?

LOI for Public Parking

23. Forest land involved (hectares) Not Applicable

24. Whether there is any litigation pending against

the project and/or land in which the

project is propose to be set up?

(a) Name of the Court

(b) Case No.

(c) Order /directions of the Court, if any and

its relevance with the proposed project.

No

(II) Activity

1. Construction, operation or decommissioning of the Project involving actions, which will cause

physical changes in the locality (topography, land use, changes in water bodies, etc.)

Sr.

No. Information/Checklist confirmation

Yes /

No

Details thereof (with approximate quantities

/rates, wherever possible) with source of

information data

1.1 Permanent or temporary change in land

use, land cover or topography including

increase in intensity of land use (with

respect to local land use plan)

Yes

Conversion of textile mill to residential.

This project has received prior environmental

clearance from SEIAA, Maharashtra in the year

2014.

Now due to certain amendments and expansion

reapplied for Amendment in Environmental

Clearance.

Environmental Clearance is referred as

Enclosure 1.

1.2 Clearance of existing land, vegetation and

building?

Yes

Demolition of all dilapidated mill structures has

already been carried out.

1.3 Creation of new land uses? Yes Conversion of textile mill to residential.

1.4 Pre-construction investigation e.g. bore

houses, soil testing?

Yes Geotechnical Investigation has been carried out

1.5 Construction works? Yes Residential development with public parking.

One spindle unit is also proposed

1.6 Demolition works? Yes Mill structures have already been demolished.

The demolition waste quantity is around 6000

m3 and same will be used in construction of

earthwork in embankment & extension /

modifications of minor bridges between Diva

station & Mumbra ROB in connection with

provision of 5th and 6th lines between Diva –

Thane

1.7 Temporary sites used for construction

works or housing of construction

workers?

No --

4


Sr.


Yes /

No



information data

1.8 Above ground building, structures or

earthworks including linear structures, cut

and fill or excavations

Yes Excavated material will be partly used for

backfilling and partly will be disposed to the

authorized site through the authorized contractor

with permission from M.C.G.M.

1.9 Underground works including mining or

Tunneling?

No Only construction of 3 basements

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 Temporary storage facilities will be created to

store the construction raw material.

1.15 Facilities for treatment or disposal of

solid waste or liquid effluents?

Yes

• Sewage Treatment Plant (STP) for treatment

of sewage. Treated sewage will be used for

flushing (140 KLD) and gardening (62

KLD). Excess treated sewage shall be given

to Veer Jijamata Udyan for watering/ road

side plantation etc.

• Solid waste will be segregated into non

biodegradable and biodegradable garbage

• Biodegradable waste will be treated in

Organic Waste Converter and the non-

biodegradable waste will be segregated into

recyclable & non recyclable. Recyclable

waste shall be handed over to M.C.G.M. and

non recyclable waste will be handed over to

recyclers. Dried sludge from STP will be

used as manure

• Waste generated from spindle unit shall be

given to recyclers

• Dried sludge from STP will be used as

manure for gardening

1.16 Facilities for long term housing of

operational workers?

Yes Security cabins for watchmen.

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 change to 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 --

1.24 Changes in water bodies or the land

surface affecting drainage or run-off?

Yes By considering the runoff prior to development

and runoff after development there is some

increment in runoff of storm water.

5


Sr.


Yes /

No



information data

Incremental Runoff = 0.03 m3/sec.

1.25 Transport of personnel or materials for

construction, operation or

decommissioning?

Yes There will be transport of construction

materials.

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 Since this is composite development there will

be influx of ~ 2175 Persons. (Sale occupancy

only).

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) with source of information data

2.1 Land especially

undeveloped or

agricultural land (ha)

No Land is in developed infrastructure area.

2.2 Water (expected

source & competing

users) unit : KLD

Yes During Construction Phase -

For Workers : M.C.G.M.: 16 KLD

For Construction : From Tanker : 15 – 20 KLD

(Depending upon the activity).

During Operational Phase –In non-monsoon

Use

Quantity KLD

Source Rehabilitation

, EWS &

Spindle Unit

Sale Total

Domestic 75 196 271 M.C.G.M.

Flushing 42 98 140 STP treated sewage

Gardening 62 STP treated sewage

Swimming

pool 21

From tanker water

of potable quality

Total water requirement = 494

Recycling of STP treated sewage

� Flushing (140)

� Gardening (62)

Hence Net water requirement = 292

� Domestic: From MCGM: 271

� Swimming pool makeup: From Tanker water of potable quality:

21

Reduction in Net water demand = 41 %

All Quantities are in KLD

During Operational Phase -In Monsoon

Use

Quantity KLD

Source Rehabilitation

, EWS & Sale Total

6


Sr.

No.

Information/checklist

confirmation

Yes

/

No

Details thereof (with approximate quantities /rates, wherever

possible) with source of information data

Spindle Unit



Swimming

pool 21

From tanker water

of potable quality


Recycling of STP treated sewage for flushing = 140



� Swimming pool makeup: From Tanker water of potable quality:

21

Reduction in water Demand = 32 %

All Quantities are in KLD 2.3 Minerals (MT) No ---

2.4 Construction material

– stone, aggregates,

and / soil (expected

source – MT)

Yes Quantity : As per requirement Stone aggregates demand will be met from the clay/soil generated after

excavation and from open market

Sources: The material required for construction activities shall be

procured from company’s authorized / approved vendors only. The

vendor’s performance will be monitored periodically. In case of urgency

or non-availability of materials from authorized/approved vendors, it will

be procured from the open market.

2.5 Forests and timber

(source – MT)

Yes Timber will be required for doors. Timber will be sourced from local

suppliers.

2.6 Energy including

electricity and fuels

(source, competing

users) Unit: fuel

(MT), energy (MW)

Yes During Construction Phase:

Source: BEST

During Operation Phase:

Description Power requirement

Maximum Demand 10 MW

D.G sets (In case of power failure)

2 D.G. sets of capacity 1600

kVA each and 1 D.G. Set of

capacity 1000 kVA

2.7 Any other natural

resources (use

appropriate standard

units)

Yes Provision of solar system

3. Use, storage, transport, handling or production of substances or materials, which could be harmful

to human health or the environment or raise concerns about actual or perceived risks to human

health.

Sr. No. Information/Checklist confirmation Yes /

No

Details thereof (with approximate

quantities/rates, wherever possible) with

source of information data

3.1 Use of substances or materials, which

are hazardous (as per MSIHC rules) to

human health or the environment (flora,

fauna, and water supplies)

No --

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?

No --

3.4 Vulnerable groups of people who could

be affected by the project e.g. hospital

No --

7


Sr. No. Information/Checklist confirmation Yes /

No

Details thereof (with approximate

quantities/rates, wherever possible) with

source of information data

patients, children, the elderly etc.,

3.5 Any other causes No --

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

Sr. No. Information/Checklist

confirmation

Yes /

No

Details thereof (with approximate quantities /

rates, wherever possible) with source of

information data

4.1 Spoil, overburden or mine

wastes

No --

4.2 Municipal waste (domestic and

or commercial wastes)

Yes The total quantity of solid waste is expected at 1360

Kg /day. Out of which 419 Kg /day will be non

biodegradable and 941 Kg /day will be biodegradable

garbage. Solid waste will be segregated into non

biodegradable and biodegradable garbage.

Biodegradable waste will be treated in Organic Waste

Converter and the non-biodegradable waste will be

segregated into recyclable & non recyclable.

Recyclable waste shall be handed over to M.C.G.M.

and non recyclable waste will be handed over to

recyclers. Dried sludge from STP will be used as

manure. Waste generated from spindle unit shall be

given to recyclers.

4.3 Hazardous wastes (as per

Hazardous waste Management

Rules)

Yes Waste oil generated from D.G. shall be stored at

separate location duly marked and will be sold to the

CPCB authorized recyclers. Hazardous Waste

management plan is given in Form 1A.

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 The demolition waste quantity is around 6000 m3 and

same will be used in construction of earthwork in

embankment & extension / modifications of minor

bridges between Diva station & Mumbra ROB in

connection with provision of 5th and 6

th lines between

Diva – Thane.

Excavated material and construcion waste will be

partly used for backfilling and partly will be disposed

to the authorized site through the authorized contractor

with permission from M.C.G.M.

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. Yes Waste generated from spindle unit shall be given to

recyclers.

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


confirmation

Yes /

No

Details thereof (with approximate quantities/rates,

wherever possible) with source of information data

5.1 Emissions from combustion of

fossil fuels from stationary or

mobile sources

Yes CPCB approved D.G. Sets will be used during power

failure.

8



confirmation

Yes /

No



5.2 Emissions from production

processes

No --

5.3 Emissions from materials

handling including storage or

transport

Yes

Fugitive dust emission due to handling and loading-

unloading activities is envisaged during construction.

Frequent water sprinkling will be done to minimize the

fugitive emissions.

5.4 Emissions from construction

activities including plant and

equipment

Yes /

Marginal

The project may cause rise in dust levels during

construction phase. Precautions would be taken to reduce

dust generation during construction phase:

• Use of RMC will eliminate the handling of cement,

sand and concrete thus dust emission will be

minimised.

• Water sprinkling will be done at regular intervals to

reduce control of dust generation.

5.5 Dust or odours from handling

of materials including

construction materials, sewage

and waste

Yes Dust generation will be controlled as described above.

Proper ventilation will be provided for STP

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


wherever possible) with source of information data.

6.1 From operation of equipment

e.g. engines, ventilation plant,

crushers.

Yes but

negligibl

e

For control of noise following measures shall be

adopted:

• Properly maintained equipment with mufflers 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

6.2 From industrial or similar

processes.

No --

6.3 From construction or

demolition.

Yes Noise Pollution Control :

Noise pollution will be due to operation of machinery as

well as transportation vehicles. This may cause nuisance

to the nearby area. Following precautions shall be taken

to control noise pollution :

• High noise generating construction activities would

be carried out only during day time

• Installation, use and maintenance of mufflers on

equipment

• Workers working near high noise construction

machinery would be supplied with ear muffs/ear

plugs

6.4 From blasting or piling. No --

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

9


Sr. No.


confirmation

Yes /

No


wherever possible) with source of information data.

the vehicular movement such as vehicular trips will not

be at peak traffic hours

Operation Phase : The vehicular parking will be restricted only in the

adequate parking area provided, which would help in

reducing noise pollution due to traffic congestion.

Adequate tree plantation 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. No --

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 :


confirmation

Yes /

No



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 The sewage will be reused for flushing and gardening

within the premises. Excess treated sewage shall be

given to Veer Jijamata Udyan for watering/ road side

plantation etc.

7.3 By deposition of pollutants

emitted to air into the land or

into water.

No Dust will be generated during construction phase from

earthworks and movement of vehicles. Appropriate

fugitive dust control measures, including water

sprinkling of exposed areas and dust covers for trucks,

will be provided to minimize any impacts.

DG stack height shall be as per CPCB guidelines

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 :


confirmation

Yes /

No



8.1 From explosions, spillages,

fires etc from storage,

handling, use or production of

hazardous substances

No Environmental Management Plan for Hazardous Waste

Management is enclosed. Enclosure 3.

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, and cloudburst)?

Yes Landslides are not expected in the area.

Management plan for flood is as follows:

Floods :

• Storm water system would be checked at regular

interval for its proper functioning.

• Mapping the areas within or leading in or out of

the building that may be water logged due to the

flood. The areas will be marked after

completion of the project (as final ground levels

etc. will be available after completion).

• Drain pumps shall be installed to avoid

10


basements flooding.

Earthquake :

The structure of the building is designed as per IS codes

for zone III.

Disaster Management plan is referred as Enclosure 4.

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.


confirmation

Yes /

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

No

Yes

Supporting infrastructure is already in existence.

The project is a composite development.

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

Impacts on water availability, storm water drainage,

availability of electricity, traffic congestion etc.

(III) Environmental Sensitivity

Sr.

No.

Areas Name/

Identity

Aerial distance (within 15

km.) from Proposed

project location boundary

1 Areas protected under international

conventions, national or local legislation

for their ecological, landscape, cultural or

other related value

Nil --

2 Areas which are important or sensitive for

ecological reasons - Wetlands,

watercourses or other water bodies,

coastal zone, biospheres, mountains,

forests

Mahul Creek

Mahim Bay

Mithi River

Arabian sea

Approx. 4.00 Km

Approx. 4.50 Km

Approx. 8.60 Km

Approx. 2.60 Km

3 Areas used by protected, important or

sensitive species of flora or fauna for

breeding, nesting, foraging, resting, over

wintering, migration

Maharashtra Nature

Park

Veer Jijamata Udyan

Approx. 8.00 Km

Abutting

4 Inland, coastal, marine or underground

waters

Mahul Creek

Mahim Bay

Mithi River

Arabian sea

Approx. 4.00 Km

Approx. 4.50 Km

Approx. 8.60 Km

Approx. 2.60 Km

5 State, National boundaries No --

6 Routes or facilities used by the public for

access to recreation or other tourist,

Dr.Ambedkar Road

(NH 3)

Approx. 0.50 Km

11


pilgrim areas

7 Defence installations No --

8 Densely populated or built-up area Mumbai Metropolitan City --

9 Areas occupied by sensitive man-made

land uses (hospitals, schools, places of

worship, community facilities)

Mumbai Metropolitan City --

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 present

environmental problems

(Earthquakes, subsidence, landslides,

erosion, flooding or extreme or adverse

climatic conditions)

No --

(IV) Proposed Terms of Reference for EIA studies:

The EIA Report shall be prepared based on the model Terms of References (TOR) given in Environmental Impact

Assessment Guidance Manual for building construction, townships and area development projects by Ministry of

Environment & Forests (MOEF) & as per general TOR (Annexure A) given by SEAC-2, Maharashtra for

construction projects.

Proposed draft Terms of References (TOR) for the EIA Studies is attached as Enclosure.

1


FORM –1A


For


At


Byculla. Mumbai

By


Form 1A- “Proposed Composite Development with Public Parking Byculla, Mumbai 1

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 to 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 project site under reference is located at CS No. 593 of Mazagaon Division, at Rambhau Bhogle Marg,

Byculla. Mumbai

There was Mafatlal Mill at the project site. Demolition of all dilapidated mill structures has already been

carried out.

This project has received prior environmental clearance from SEIAA in the year 2014. But as there are

certain amendments & expansion, the project proponents M/s. Gliders Buildcon LLP, have reapplied for

amendment in environmental clearance.

Copy of Previous Environmental Clearance is attached for the reference as an Enclosure 1.

The terrain of the project site and its surrounding area is plain.

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. Location Plan

iii. Contour plan

iv. Layout plan

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.

I. PROJECT DETAILS:

Name & Location: Proposed Composite Development with Public Parking The site is situated at CS No. 593 of Mazagaon Division, at Rambhau Bhogle Marg, Byculla. Mumbai

B. Building Details:

Comparative statement of proposal for which environmental clearance was received and amendment in EC

and the present status of completed construction activity on site are as follows:

Table 1: Project Proposal:

EC Received (31st

May 2014) Total proposal with Expansion and

Amendment

Remarks


One rehab building : Ground +

5 floors

Flats: 20 Nos.

One rehab + EWS building :

Ground + 18 floors

Rehabilitation Flats: 20 Nos.

EWS Flats: 140 Nos.

Rehab building clubbed

with EWS scheme and

Increase in 13 upper floors

One Spindle Unit : Ground + 3

floors


floors

Increase in one floor

One sale building (Wing A & B) :

3 Basements + Stilt + upper 19

floors

Flats: 182 Nos.


Wing A : 3 Basements + Ground + 8

podia + 1st to 60

th upper floors

Flats:

231 Nos.

Wing B : 3 Basements + Ground + 8

podia + 1st to 53

rd upper floors

Flats: 204 Nos.

Increase in 8 podia and

upper residential floors as

per revised planning

C. Area Statement: Comparison of area statement as per environmental clearance was received and amendment in

environmental clearance is as follows:

Table 2: Area statement:

Details EC Received

(31st May 2014)

Total proposal

with Expansion

and Amendment

Remarks

Total Plot Area

(Sq. mt.)

58,197.97 58,197.97 No change

Deductions (Sq. mt.) 3622.00 3629.25 Increased by 7.25 Sq. mt. as

per approval of demarcation

plan

Net Plot Area (Sq. mt.) 54,575.63 54,568.72 Decreased by 6.91

Ground coverage area

(Sq.mt.)

20,748 17,385.32 Decreased by 3362.68 as


R.G area

(Sq. mt.)

On ground 6800.00 6894.83 Increased by 94.83 Sq. mt.

Provision of RG on mother

earth.

On podium -- 4566.09 Additional green area

provided on podium

Permissible FSI

(Sq. mt.)

57,730.64

1,13,942.38

Increase due to

incorporation of Public

parking scheme

Proposed Built-up area

As per FSI (Sq. mt.)

56,860.00 1,13,942.38 Increased by 59301.19 due

to incentive FSI of public

parking

Non FSI Area (Sq.mt.) 96,342.00 2,70,049.30 Increased by 1,73,707.30

due to construction of

public parking and related

factors

Total Construction Built

up Area (Sq. mt.)

1,53,202.00 3,54,767.51 Increased by 2,01,565.51


Required parking (Nos.) 632 Captive: 1088

Nos.

Increase in requirement due

to increase in no. of flats

Parking provision

(Nos.)

Parking

provision: Captive : 632

Nos.

Parking

provision: Captive: 1355 Nos.

+ Public parking

2 Wheeler : 95 Nos.

Increase in captive parking

provision due to increase in

no. of flats

Incorporation of Public

parking

Parking area

(Sq. mt.)

Captive: 30,000 Captive: 2,44,488.00

Captive Parking area

increased by 2,14,488.00 as

per parking requirement


parking

D. Parking Statement:

Table 3: Parking Statement

Component Parking Numbers

Parking required Parking Provision

4(W) 2(W) 4(W) 2(W)

Rehabilitation 48 -- 51 --

Spindle Unit 11 -- 12 --

Sale 1088 -- 1355 95

E. Occupancy load:

Table 4: Occupancy Load

Sr.

No. Components

No. of Flats/

No. of shifts Criteria for Occupancy

Occupancy

(Nos.)

1 Rehabilitation & EWS

Building 160 nos. 5 person/flat 800

2 Spindle Unit 3 nos. 70 workers/shits 210

3 Sale 435 nos. 5 person/flat 2175

Total 3185 Reference: National Building Code (NBC) -2005 – Part 4, Page 27, Occupant Load

F. Water requirement for the project:

1. During Construction Phase:

• From M.C.G.M.: 16 KLD (For workers)

• From Tankers: 15 – 20 KLD (Depending on construction activity)

2. During Operational Phase:

� Water Consumption: (Domestic and flushing requirement)

Table 5: Water requirement (Domestic and flushing requirement)

Sr.

No.

Building Occupancy Domestic & flushing Requirement (KLD)

Domestic Flushing

1. Rehabilitation & EWS 800 72 36

2. Spindle Unit 210 3 6

3. Sale 2175 196 98

Total 3185 271 140 Reference: National Building Code (NBC) -2005 – Part 9, Page 19, Water Requirement


The amount of water demand is calculated based on the occupancy of the building and the per capita

consumption as given in MOEF Manual on norms and standards for EC of large construction projects i.e.

Total quantity of water used (LPCD) = Occupancy x Quantity (LPCD)

Then Total quantity of water used for Domestic and Flushing in KLD is calculated.

� Total water requirement for the project and source:

Table 6: Total water requirement for the project and source

Sr.

No.

Description Quantity of water required KLD Source of water supply

1. Construction phase

a. For Workers 16 M.C.G.M.

b. For Construction 15 - 20 (Depending upon the construction

activity)

Water tankers

2. Operation phase

Rehabilitation , EWS

and Spindle Unit

Sale Total

a. Domestic 75 196 271 M.C.G.M.

b. Flushing 42 98 140 STP treated sewage

c. Gardening 62 STP treated sewage

d Swimming pool 21 Tanker water of potable quality

*Water requirement for gardening purpose is considered as 7 liters per square meter of gardening area on

ground & 3 liters per square meter of gardening area on podium i.e.

Total quantity of water used (LPCD) = Gardening Area (Sq. Mt.) x Quantity (Lit /Sq. Mt.)

Then total quantity of water for gardening in KLD is calculated.

G. Sewage Generation

Table 7: Sewage Generation

Sr.

No Description

Quantity of Sewage

generated ( KLD ) Treatment/ Disposal

1. Construction Phase 15 The sewage generated will be disposed to existing

municipal sewer line.

2. Operation Phase 357

Treatment in STP and reuse of treated sewage

(available for recycling – 322 KLD) for flushing

– 140 KLD and gardening - 62 KLD. Excess

treated sewage shall be given to Veer Jijamata

Udyan for watering/ road side plantation etc. The

dried sludge will be used as manure. Reference: Manual on norms and standards for EC of large construction projects MoEF.

H. Solid Wastes:

1) During Construction Phase:

Table 8: Solid Wastes During Construction Phase :

No. of

workers

Criteria for Solid Waste Generation Solid Waste Generation Kg /day

Total

(Kg/Person/day)

Non-

Biodegradable

Biodegra

dable

Non-

Biodegradable

Biodegrada

ble Total

250 0.1 80% 20% 20 5 25

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

suitably.


2) During Operation Phase:

Table 9: Solid Wastes During Operation Phase

Sr.

No.

Component Occupancy Solid Waste Generation (Kg/day)

Non-

biodegradable

Biodegradable Total

A Rehabilitation , EWS &

Spindle Unit

1010 125 256 381

B Sale 2175 294 685 979

Total 3185 419 941 1360

Considerations for municipal solid waste generation:

•••• For Residential: 70 % biodegradable garbage and 30 % Non-biodegradable garbage out of total 0.45

Kg/person/day

•••• For Spindle Unit: 20 % biodegradable garbage and 80 % Non-biodegradable garbage out of total 0.10

Kg/person /day.

The total quantities of solid waste that will be generated in the project will be 1360 Kg /day. Out of which

419 Kg /day will be non biodegradable and 941 Kg /day will be biodegradable garbage. The project

proponents have proposed provision for segregation and collection of biodegradable & non-biodegradable

waste within the premises. Biodegradable waste will be treated in Organic Waste Converter and the non-

biodegradable waste will be handed over to M.C.G.M. Dried sludge from STP will be used as manure

within the premises for plants.

Waste generated from spindle unit shall be given to recyclers

I. Power requirement:

During Construction Phase -

BEST : 100 KW

D.G. Sets: as per requirement

During Operational Phase - Source: BEST

Table 10: Power Requirement :



D.G sets (In case of power failure) 2 D.G. sets of capacity 1600 kVA each and

1 D.G. Set of capacity 1000 kVA

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).

Project site will be developed into composite development. Hence, there shall have some impacts on water,

air environment, power requirement but it shall be mitigated by providing proper pollution control facilities

like STP. Also for water conservation, rain water harvesting shall be done. Power consumption shall be

reduced by using energy saving practices. Impact on air quality shall be reduced by plantation of trees. This

project will generate employment during construction and operational phase and there by shall have

positive impact on socio economy.

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).

As per the Seismic Zoning Map of India Mumbai region falls under Zone- III. Stability Certificate, as per

prevalent IS Code shall be obtained for these buildings from registered Consulting Structural Engineer

considering the seismic forces and wind forces etc.


1.5 Will the proposal involve alteration of natural drainage systems? (Give details on a contour map

showing the natural drainage near the proposed project site)

The proposal will not involve alteration of natural drainage systems.

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)

Construction waste will be partly reused on site and partly disposed to the authorized site with permission

from M.C.G.M.

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

Water Requirement during Construction Phase:

From tankers (For Construction): 15 - 20 KLD. (Depending upon the construction activity).

From M.C.G.M. (For Workers): 16 KLD.

The sewage generated approximately 15 KLD will be disposed to existing 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: Construction material shall be partly reused on site & partly disposed off to authorized site with

permission from M.C.G.M.

Biodegradable garbage = 5 kg/day

Non-biodegradable garbage = 20 kg/day

Total = 25 kg/day

This waste shall be segregated and shall be handed over to M.C.G.M.

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 & Source:

During Construction Phase -

For Workers : M.C.G.M: 16 KLD

For Construction : From Tankers : 15-20 KLD

During Operational Phase -

Table 11: Total Water Requirement & Source

Use Quantity KLD Source

Rehabilitation ,

EWS & Spindle

Unit

Sale Total



Gardening 62 STP treated sewage

Swimming pool 21

From tanker water of potable

quality


WATER BALANCE PER DAY BASIS DURING NON-MONSOON


Recycling of STP treated sewage

� Flushing (140)

� Gardening (62)



� Swimming pool makeup: From Tanker water of potable quality: 21

Reduction in Net water demand = 41 %


Total sewage Generated: 102

Treatment in STP

(*Available for recycling: 92)

From M.C.G.M.

= 75

Rehabilitation,

EWS & Spindle

Unit

From M.C.G.M.

= 196 Sale

Rec

ycl

e 6

2

Rec

ycl

e 9

8

80 % Sewage

of Domestic

80 % Sewage

of Domestic

100 % Sewage

of Flushing

100 % Sewage

of Flushing

Flushing = 42 Domestic = 75 Gardening = 62 Flushing = 98

Domestic = 196

Rec

ycl

e 4

2


Treatment in STP


From tanker water of

potable quality = 21

Swimming

Pool= 21

70

Excess treated sewage shall be given to Veer Jijamata

Udyan for watering/ road side plantation etc.

50


WATER BALANCE PER DAY BASIS IN MONSOON


Recycling of STP treated sewage for flushing = 140



� Swimming pool makeup: From Tanker water of potable quality: 21

Reduction in water Demand = 32 %


Please Note: We have considered 80 % sewage of total of domestic and flushing requirement.

*We have considered 10 % less availability of sewage for recycling considering losses of sewage in

evaporation and sludge formation

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

Domestic Water Supply from M.C.G.M.

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)

Drinking water quality of Class A as per Indian Standard: 10500, 2012 from M.C.G.M.

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 (140 KLD) and gardening (62 KLD) would be fulfilled by

treated sewage 1348 KLD from STP. Excess treated sewage shall be

given to Veer Jijamata Udyan for watering/ road side plantation etc.


Treatment in STP


From M.C.G.M.

= 75

Rehabilitation,

EWS & Spindle

Unit

From M.C.G.M.

= 196 Sale

Rec

ycl

e 9

8

80 % Sewage

of Domestic

80 % Sewage

of Domestic

100 % Sewage

of Flushing

100 % Sewage

of Flushing

Flushing = 42 Domestic = 75 Flushing = 98 Domestic = 196

Rec

ycl

e 4

2


Treatment in STP


From tanker water of

potable quality = 21

Swimming

Pool= 21

132

Total excess treated sewage = 182 shall be disposed to existing sewer line

50


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)

M.C.G.M. has common water supply.

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)

Sewage generation from buildings will be 357 KLD and will be treated in full-fledged Sewage Treatment

Plants of adequate capacities. Treated sewage will be reused for flushing and gardening. Excess treated

sewage shall be given to Veer Jijamata Udyan for watering/ road side plantation etc.

UNTREATED AND TREATED SEWAGE QUALITY:

Table 12: Untreated & Treated Sewage Quality

Sr.

No.

Details Values Units

Untreated Treated

1. pH 7.0 – 8.0 7.0 – 7.5

2. Total Suspended solids 250 <10 mg/lit

3. Chemical Oxygen Demand 400 <30 mg/lit

4. BOD, 3 day, 27 °C 250 <10 mg/lit

5. Oil & Grease 50 <5 mg/lit

2.7 Give details of the water requirements met from water harvesting? Furnish details of the facilities

created.

The project proponents have proposed rainwater harvesting system.

This being residential building the Project Proponents shall be responsible for the operation and

maintenance till he does the convergence of property to the members. All further maintenance will be

done by the Society.

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?

Total Runoff from the project site: Before Development = 0.52 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 – 0.52 = 0.03 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.

Management plan for Flood is as follows:

• Storm water drain shall be cleaned at regular interval

• Mapping the areas within or leading in or out of the building that will be water logged, flooded or

isolated due to the flood. The areas will be marked after completion of the project (as final ground

levels etc. will be available after completion)

• The vulnerability of the basements should be mapped

• Dewatering pumps shall be installed at vulnerable locations

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 project proponents have proposed rainwater harvesting system.

This being residential building the Project Proponents shall be responsible for the operation and

maintenance till he does the convergence of property to the members. All further maintenance will be


done by the Society.

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.

This will be prevented as under :

i) Use of wet jute cloth covering the walls and soaking the same with minimum quantity of water to

avoid dripping. This will also help in conserving water

ii) By collecting the running water in an impervious pit and using the same again for curing purpose

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).

Internal storm water drains will be constructed strictly in accordance to the governing authority

regulations.

Peak runoff after development = 0.55 m3/sec

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, temporary toilets with connection to municipal sewers shall be used. Hence

there will not be unsanitary conditions around the project site.

• Regular segregation and disposal of solid waste generated by these workers shall be as per MCGM

practices.

• First aid and medical facilities will be provided to all the concerned people working on the site.

• Proper housekeeping will be maintained throughout the premises.

• Regular site sanitation

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).

Design Basis of Treatment plant – MBBR (Moving Bed Bio Reactor)

Table 13: Untreated & Treated Sewage Quality

Sr.

No.

Details Values Units

Untreated Treated

1. pH 7.0 – 8.0 7.0 – 7.5

2. Total Suspended solids 250 <10 mg/lit

3. Chemical Oxygen Demand 400 <30 mg/lit

4. BOD, 3 day, 27 °C 250 <10 mg/lit

5. Oil & Grease 50 <5 mg/lit

Design Basis of Treatment plant – MBBR (Moving Bed Bio Reactor)

• Preliminary Treatment:

The treatment will include the following unit / equipment:

o Bar Screen Chamber

o Oil & Grease Trap

o Raw Sewage Collection Tank

o Raw Sewage Transfer pumps

All the sewage generated will gravitate through Bar Screen Chamber. The bar screen will take care of any

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

SS plate type screen for removing floatable matter. From the bar screen it will then pass on to the Oil &

Grease Trap for removal of free floating oil. The oil will be scrapped and collected in drums to be

disposed as per statutory norms. The sewage will be collected in Raw Sewage Collection Tank. Uniform


mixing is achieved by providing aeration grid (air sparing) in the collection tank. After completion of

mixing, 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;

o Moving Bed Bio Reactor (MBBR)

o Secondary Clarifier

o Sludge Dewatering System-(Filter press)

The process will be of activated sludge biological process of Moving Bed Bio Reactor (MBBR) type. The

MBBR process will be an aerobic system having two biological growth process- attached growth and

suspended growth. The pretreated sewage from raw sewage collection tank will be pumped into MBBR

where support media will provide more surface area for Biological growth. Oxygen will be added for

biological growth through tubular diffusers.

The sewage will be uniformly pumped to MBBR Reactor to biologically degrade the organic matter. The

oxygen required for the bacterial growth will be supplied through Diffuser systems. The system envisages

better oxygen transfer because of fine bubbles and increased contact with the sewage.

The overflow from MBBR Reactor will gravitate to the Secondary clarifier. The settled sludge will be

pumped back to the Aeration tank to maintain the bacterial concentration in the tank and excess sludge will

be sent to the Sludge collection pit and shall be dewatered using a Sludge Dewatering System (Filter

press). The filtrate will be taken to the Raw Sewage Collection Tank. The dried sludge can be used as

manure for gardening.

• Tertiary Treatment:

The treatment will include the following unit / equipment;

o Filter feed tank

o Pressure Sand Filter (PSF)

o Activated Carbon Filter (ACF)

o UV system

The clear supernatant from the Secondary clarifier will be collected in a Filter feed tank this tank will be

provided with level switch for unmanned operations. The treated sewage will be pumped to PSF followed

by ACF. After ACF treated sewage will be passed through UV filtration for disinfection. After UV

filtration treated sewage will be collected in Treated Water Tank. Treated sewage from Treated Water Tank

can be used for secondary requirement.

Figure: STP PROCESS DIAGRAM (MBBR process)

2.14 Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other


use.

Recycling of treated sewage for flushing and gardening

Color coding for dual plumbing system 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)

No.

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed

account of the trees & vegetation affected by the project).

New tree plantation shall be done as per norms.

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)

New tree plantation shall be done as per norms.

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.

This being residential projectwith public parking, the anticipated impact of noise on avifauna of Jiajamata

Udyan shall be in the construction phase only and during operation phase there is not much of disturbance .

Following precautions will helps to minimize the impact during construction phase:

• Handing over around 50% of the plot area to the VJB Udyan and hence, 7 acres of land between

VJB Udyan and our proposed development serves as additional buffer

• Provision of dense plantation alongside the boundary of VJB Udyan is planned

• Construction of 6.0 m tall compound wall with Noise barrier on the compound wall to minimize

the noise impact on the Udyan

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

Not applicable

5 AIR ENVIRONMENT

5.1 1.1 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)

One season baseline data for ambient air parameters namely PM10, PM2.5, Oxides of Sulphur, Oxides of

Nitrogen and CO at project site and in an area extending 500 meters radius from the boundary of

project site shall be reported in EIA.

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.

During construction phase, Dust, Particulate Matter is the main pollutant, which may be generated during

construction activities. Other emission sources are intermittent and include emissions of SO2 NOx and

CO from materials transport of heavy vehicles on site etc. Proper upkeep and maintenance of vehicles,

sprinkling of water on roads and construction site are some of the measures that would reduce the impact

during construction phase.

Sources of Air pollution During Operational phase :

• The gaseous emissions from vehicles

• Emissions from DG sets while in operation only during power failure

Mitigation Measures:

• The traffic congestion will be avoided by proper parking arrangement and maintaining smooth


traffic flow

• Regular PUC checkup for vehicles

• CPCB approved DG sets only will be used

• Proper maintenance of DG sets shall be done and Low sulphur fuel shall be used

AVERAGE/ MAXIMUM AND MINIMUM METEOROLOGICAL DATA

Period: Year 2013

Table 15: Average/Maximum & Minimum Meteorological Data

Study period Temp (0C) Predominant

Wind

direction

Wind speed (km/h) Relative Humidity (%)

Max. Min Max Min Max Min.

January 2013 34.8 11.7 North West 18 0 96 11

February 2013 36.5 14.7 North 26 0 93 16

March 2013 41 18.7 North West 26 0 92 16

April 2013 37.1 19.7 North West 22 0 92 25

May 2013 34.4 25.6 West 22 0 95 35

June 2013 33.9 24.8 South West 26 0 98 54

July 2013 31.7 24 West 26 0 100 68

August 2013 31.3 24.4 West 26 0 93 49

September 2013 32.4 22.8 West 26 0 100 60

October 2013 36.8 21.2 West 22 0 96 36

November 2013 37 18.2 North West 12 0 91 23

December 2013 35.2 15 North West 12 0 94 15 Source: As per IMD (Indian Meteorological Data), 2013

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.




4(W) 2(W) 4(W) 2(W)



Sale 1088 -- 1355 95

Public parking is also proposed.

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 well organized parking arrangement.




4(W) 2(W) 4(W) 2(W)



Sale 1088 -- 1355 95

Public parking is also proposed.

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 residential development with public parking, the source of noise is mainly

vehicular noise. The project proponents have proposed to provide well organized parking arrangement

and maintaining smooth traffic flow which would help in reducing traffic congestion and noise levels.

Trees would act as noise barrier and will reduce the noise level. 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 operated 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 proper height.

D.G. sets are with inbuilt acoustic enclosures to reduce the noise of D.G. sets while in operation.

Plantation of trees would act as noise barrier and will reduce the noise level.

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?

All precautions will be taken to mitigate the impact due to water, air and noise pollution during

construction and operation phase. Environmental Management Plan is prepared and shall be implemented

along with Environmental Monitoring Programme.

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.

There will be influx of about ~ 2175 persons (sale occupancy only).

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

It is a well developed Mega City of India, having all modern amenities. Civil structures, School, Colleges,

Hospitals, Recreation facilities, Markets, etc. are available in the area to a reasonable degree

7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other

cultural values? What are the safeguards proposed?

Development 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)

Cement containing fly ash shall be used

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 material required for construction activities shall be procured from company’s authorized / approved

vendors only. The vendor’s performance is monitored periodically. In case of urgency or non-availability of

materials from authorized/approved vendors, it will be procured from the open market to maintain the pace

of the work. The mode of transport for above materials will be by trucks and / or by trailers.

• The construction material will be carried in properly covered vehicles.

• All the contractors / Vendors will be instructed to use vehicles having PUC certificates.


• Security staff presents at site will supervise loading and unloading of material at site.

• Construction material will be stored at identified site/ temporary godowns at site.

Suitable construction platform for vertical expansion project provided at site. 8.3 Are recycled materials used in roads and structures? State the extent of savings achieved?

Cement containing fly ash shall be used

8.4 Give details of the methods of collection, segregation & disposal of the garbage generated during

the operation phases of the project.

• Segregation of two types of garbage i.e. biodegradable and non biodegradable shall be done by

means of provision of two garbage bins with different color

• This would ensure that waste segregation is done at source itself

• The non biodegradable garbage shall be put into separate bins and shall be handed over to M.C.G.M.

• Biodegradable garbage shall be treated in Organic Waste Converter and shall be used as

Manure

• Waste generated from spindle unit shall be given to recyclers

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 - BEST : 100 KW

D.G. Sets : As per requirement

During Operational Phase - Source: BEST

Table 18: Power Requirement



D.G sets (In case of power failure) 2 D.G. sets of capacity 1600 kVA each and

1 D.G. Set of capacity 1000 kVA

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

2 D.G. sets of capacity 1600 kVA each and 1 D.G. Set of capacity 1000 kVA for emergency backup

during power failure

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its

characteristics related to both short wave and long wave radiation?

Glass specifications as per LEED

• VLT between a range of 35 - 50

• SF (Solar Factor) less than 0.25

9.4 What passive solar architectural features are being used in the building? Illustrate the applications

made in the proposed project.

• Maximize the use of natural lighting though design.

• The roof shall be insulated so that there will not be direct heat gain due to sunlight.

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.

Provision of solar system

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 of these buildings to minimize the heat gain and intern saving the


electricity.

9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical systems? Provide

technical details. Provide details of the transformers and motor efficiencies, lighting intensity and

air-conditioning load assumptions? Are you using CFC and HCFC free chillers? Provide

specifications.

Following Energy conservation measures are proposed for Energy Saving: • Provision of solar system

• Maximize the use of natural lighting though design

• Purchase of energy efficient appliances

• Use of CFL / T5 lamps, LED lights in common areas

• Roof Insulation

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?

It will not alter the microclimate. The construction will not cause inversion.

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 shall be propose to insulate the roofs of these buildings to minimize the heat gain and intern save the

electricity.

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

emergency plans.

Precautions and safety measures against fire hazards shall be proposed as per CFO norms.

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

thermal characteristics.

Glass specifications as per LEED

• VLT between a range of 35 - 50

• SF (Solar Factor) less than 0.25

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

effects of infiltration.

It has not been studied

9.13 To what extent the non-conventional energy technologies are utilized in the overall energy

consumption? Provide details of the renewable energy technologies used.

Provision of solar system

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 Ambiant Air

Quality & Noise

level

• Demolition &

Excavation

• Construction of

Structures

• Heavy vehicle traffic

• Increased

level of dust &

other air

pollutants

• Increased

For controlling air

pollution : • Water Sprinkling

• Cover on trucks

• Use of RMC instead of


• Use of DG Set

• Open burning of

waste

Noise level.

preparing concrete at

site

•••• Vehicles with valid

PUC

•••• DG sets: CPCB

approved low sulphur

fuel.

For controlling noise

pollution :

• Barricades along the

periphery of the site.

• Ear Plugs for Labourers

• D.G. sets CPCB

approved

• No noisy 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

• Stress 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 for labour.

• Precaution to avoid

water logging during

construction

3 Soil • Preconstruction and

excavation debris

• Storage of

construction

material / chemicals

• Transportation of

hazardous material

• Residual paints

Solvents/bituminous

material etc.

operation /

maintenance

Generation of

garbage by labour

• Loss of good

fertile soil

• Soil erosion, Soil

contamination

due to mixing of

construction

material/

accidental

spillage of

chemicals /oils

• Proper and Separate

storage of construction

material

• Storage of all petroleum

products on impervious

layers viz. concrete.

• Transportation, storage

and handling, disposal

of HW as per their

guidelines and handing

it over to authorized

agencies.

• Use of electrically

operated machinery.

• Segregation of waste at

Source

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

• Disturbing

natural flora and

fauna

• Loss of

vegetation from

chemical spills

from vehicles

• Plantation of local tree

species on the Periphery

of site

• Plantation of trees will

start in mid of

construction phase.

• Regulation of vehicular

trips and speed and

proper maintenance of

machinery.

5 Safety &

Hygienic

Measures

Construction work

Labor

• 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.

EMP for Operation Phase

Sr.

no. Environmental

Component Activity

Impacts Precautionary

measures

1 Ambiant 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

• Stress on

existing water

supply,

• Pollution of

water bodies

• Use of water saving practices

• Adoption of dual flush system

• Rain water harvesting

• Plantation of less water

consuming trees.


• Increased

paved

structure

• Increased run

off from site.

• STP is planned and treated

sewage will be used for

secondary requirements like

flushing and gardening.

3 Land • Solid waste

generation,

• Transportation

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 non biodegradable

garbage

• Treatment of biodegradable

garbage by Organic waste

converter and its use as

manure

• Use of dried STP sludge as

manure

• Transportation, storage and

handling, disposal of HW as

per their guidelines and

handling it over to authorized

agencies.

• Strom water drainage of

adequate capacity.

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.

• Plantation of local tree

species.

5 Safety & Hygienic

Measures

Influx of people • Stress on all

utilities, risk

and danger

due to natural

and manmade

disaster

• Positive

impact:

Employment

generation

• Emergency preparedness plan

and Disaster management plan

will be Prepared and explained

with the help of local NGO’s

and surrounding people and

authority.

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. 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. Source of Hazardous Waste Generation

Mitigation

Measures Disposal

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

to authorized recyclers.

Sr. No. Enclosure

1. Environmental Clearance letter

2. Disaster management plan

3. Google image

4. Location plan

5. Layout plan

6. TOR

LIST OF ENCLOSURES

DDIISSAASSTTEERR MMAANNAAGGEEMMEENNTT PPLLAANN

FIRE FIGHTING AVOID WATER LOGGING EARTHQUAKE RESISTANCY

•The structural design shall

be certified as per IS code

875 and IS- 1893-2002 for

Seismic Zone – III of

Mumbai

•Rain water Harvesting

• Excess Storm water will be

drained to municipal drain.

•As per CFO regulation of

M.C.G.M.

•Fire Alarm System as per I.S code.

•Hose Reel & Hose boxes • Adequate underground and

overhead separate water storage

tanks.

•Wet risers system

•Provision of Sprinkler system

• Fire pumps, booster pumps,

sprinkler pumps: Electric, supply

independent circuit.

•Portable fire extinguishers of IS

Specification.

1

Draft Terms of References (TOR) (Based on the model TOR given in Environmental Impact Assessment

Guidance Manual for building construction projects by MOEF)

For

AMENDMENT & EXPANSION IN ENVIRONMENTAL

CLEARANCE FOR

PROPOSED COMPOSITE DEVELOPMENT WITH

PUBLIC PARKING

AT


Byculla. Mumbai

By


Submitted to

State Environment Expert Appraisal Committee II, Maharashtra

Prepared by

ULTRA-TECH (Environmental Consultancy & Laboratory) (An ISO 9001-2008 Company, Accredited by NABET, Lab: Gazetted by MOEF, GoI)

Unit No. 206, 224, 225, Jai Commercial Complex, Eastern Express Highway,

Opp. Cadbury Factory, Thane (W) – 400 601

Email: [email protected] , [email protected]

Website: www.ultratech.in

Phone: (022) 25342776 / 25380198

Fax: (022) 25429650

2

1.0 INTRODUCTION & PROJECT DESCRIPTION:

This is a Composite development with Public parking. The site is located at CS No. 593 of Mazagaon Division, at Rambhau Bhogle Marg, Byculla. Mumbai

The site under reference falls within the limits of Municipal Corporation of Greater Mumbai. The project

under reference is proposed under DCR 33(24) for public parking and 35(4). The proposed development

comprises of rehabilitation & EWS building, sale building and the spindle building. The region has mixed

land use pattern comprising of residential and commercial development.

This expansion project has received prior environmental clearance from SEIAA, Maharashtra dated 31st

May 2014. As there is expansion and certain amendments in lieu of public parking and revision of OM of

road width dated 7th February 2012; proponents have reapplied for amendment in environmental

clearance.

As per the Environment Impact Assessment (EIA) Notification dated 14th September 2006 as amended,

the proposed project falls under 'Category B1' with activity number '8', which require preparation of EIA

Report.

The EIA Report addresses the environmental impacts of the project and proposes the mitigation measures

for the same. The EIA Report is prepared based on the model Terms of References (TOR) given in

Environmental Impact Assessment Guidance Manual for building construction, townships and area

development projects by Ministry of Environment and Forest for construction projects and as per general

TOR (Annexure A) given by SEAC-II have also been incorporated in the final EIA report

Comparision of the area statement as per environmental clearance was received and amendment in

environmental clearance is as follows:

Details EC Received

(31st May 2014)

Total proposal

with Expansion

and Amendment

Remarks

Total Plot Area

(Sq. mt.)

58,197.97 58,197.97 No change

Deductions (Sq. mt.) 3622.00 3629.25 Increased by 7.25 Sq. mt.

as per approval of

demarcation plan

Net Plot Area (Sq. mt.) 54,575.63 54,568.72 Decreased by 6.91

Ground coverage area

(Sq.mt.)

20,748 17,385.32 Decreased by 3362.68 as


R.G area

(Sq. mt.)

On ground 6800.00 6894.83 Increased by 94.83 Sq.

mt.

Provision of RG on

mother earth.

On podium -- 4566.09 Additional green area

provided on podium

Permissible FSI

(Sq. mt.)

57,730.64

1,13,942.38

Increase due to

incorporation of Public

parking scheme

Proposed Built-up area

As per FSI (Sq. mt.)

56,860.00 1,13,942.38 Increased by 59301.19

due to incentive FSI of

public parking

Non FSI Area (Sq.mt.) 96,342.00 2,70,049.30 Increased by 1,73,707.30

due to construction of

public parking and related

factors

3

Total Construction Built

up Area (Sq. mt.)

1,53,202.00 3,54,767.51 Increased by 2,01,565.51

Required parking (Nos.) 632 Captive: 1088 Nos. Increase in requirement

due to increase in no. of

flats

Parking provision

(Nos.)

Parking

provision: Captive : 632

Nos.

Parking provision: Captive: 1355 Nos.

+ Public parking

2 Wheeler : 95 Nos.

Increase in captive parking provision due to

increase in no. of flats


parking

Parking area

(Sq. mt.)

Captive: 30,000 Captive: 2,44,488.00

Captive Parking area

increased by 2,14,488.00

as per parking

requirement


parking

Project Proposal: This proposal will be studied highlighting changes in planning compared to previous

EC. Comparative statement of proposal for which environmental clearance was received and amendment

in EC and the present status of completed construction activity on site are as follows:

EC Received (31st

May 2014) Total proposal with Expansion and

Amendment

Remarks

One rehab building : Ground + 5

floors

Flats: 20 Nos.

One rehab + EWS building :

Ground + 18 floors

Rehabilitation Flats: 20 Nos.

EWS Flats: 140 Nos.

Rehab building clubbed with

EWS scheme and Increase

in 13 upper floors


floors

One Spindle Unit : Ground + 4 floors Increase in one floor


3 Basements + Stilt + upper 19 floors

Flats: 182 Nos.


Wing A : 3 Basements + Ground + 8

podia + 1st to 60th upper floors

Flats:

231 Nos.

Wing B : 3 Basements + Ground + 8

podia + 1st to 53

rd upper floors

Flats: 204 Nos.

Increase in 8 podia and

upper residential floors as


As this project has already received environmental clearance while preparation of EIA report we have

taken a review of the conditions mentioned in the same which are stipulated during construction phase.

Description of the project site, geology, topography, climate, transport and connectivity, demographic

aspects, socio-economic aspects shall be detailed out.

• Site clearance strategy shall be examined

• Status of construction of previous proposal

• Project details (Previous and amended)

• Site planning

• Water Requirement and its source, waste water generation, solid waste generation, debris and

excavation soil management, power requirement, other utilities for amended proposal shall be

detailed out

• Status of environmental amenities

• Submission of six monthly reports to Regional office, MoEF for compliance of conditions in

Environmental Clearance

4

Environmental liabilities like energy conservation, green belt development, indoor air environment, waste

water treatment and reuse, rain water harvesting, solid and hazardous waste management, energy

conservation, drainage pattern of the surrounding area shall be explained, runoff from the project site shall be calculated and capacities of the internal and external municipal storm water drains shall be studied.

Municipal sewer line in the surrounding area of the project site shall be ascertained with respect to their

capacities to take the load of excess treated sewage from the amended project.

Conceptual Planning:

• Contour map and drainage pattern of project site and surrounding area shall be studied

• Description of the project site, geology, topography, climate, transport and connectivity,

demographic aspects, socio, cultural and economic aspects shall be detailed out

• Water Requirement for the project and its source, waste water generation, solid waste

generation, power requirement, other utilities, type of building material to be used shall be

detailed out

• Detailed layout plan of project development, communication facilities, access/approach

roads, landscape, sewage disposal facilities, solid waste segregation and treatment facilities

etc. shall be studied

Essential Top sheets / Maps: A map of the study area 500 meters from the boundary of the project area, delineating the major

topographical features such as land use, drainage and locations of habitats, major constructions including

roads, railways, pipelines, metro railway and industries if any in the area shall be reported in EIA.

Land use map of the study area of radius 15 km using Remote Sensing and GIS shall be mentioned in

EIA

2.0 DESCRIPTION OF THE ENVIRONMENT:

In order to get an idea about the existing state of the environment, various environmental attributes such as

meteorology, air quality, soil quality, noise level, ecology and socio -economic environment shall be studied

/monitored.

The methodology for conducting the baseline environmental survey considered shall be as per the guidelines

given in the Environmental Impact Assessment Guidance Manual for building construction projects. Baseline

data with respect to air quality, noise level and soil quality in the study area shall be collected by conducting

primary sampling / field studies shall be studied and incorporated in EIA. During environmental monitoring of

the project site and surrounding area surface water bodies were identified.

Study Area:

The study shall include detailed characterization of existing status of environment in an area of 15 km

radius around the project site while Environmental monitoring especially for ambient air quality shall be

monitored within 500 mt. radius as this is a construction project.

Map of the study area clearly delineating the location of various monitoring stations (air/water/soil and

noise) superimposed with location of habitats shall be shown. Primary data shall be collected for one

season except rainy season. Monitoring of the parameters shall be carried out within the study area.

5

Study area of Proposed Project 15 Km radius around the plot boundary

(Scale - 1: 1000)

Status of study area for environmental sensitive places within 15 km

Environmental Sensitive Places Locations Aerial distance (in km)

from Plot boundary

National Park/Wildlife Sanctuary Nil NA

Tiger Reserve/Elephant Reserve /

Turtle Nesting Ground

Nil NA

Core Zone of Biosphere Reserve Nil NA

Nature Parks Maharashtra Nature Park

Veer Jijamata Udyan

8.00

Abutting

Habitat for migratory birds Mahul Creek 4.00

Lakes/Reservoir/Dams Mahim Bay 4.50

Stream/Rivers Mithi River 8.60

Creek/Sea Arabian sea

Mahul Creek

2.60

4.00

Mangroves Mahul Creek 4.00

Mountains/Hills Nil NA

Notified Archaeological sites Sion Fort 7.90

Any other Archaeological sites Worli Fort

Bandra Fort

5.40

7.20

Environmental data shall be considered for:

• Land Environment (Land-use, Solid Waste Generation and Management)

• Water Environment (Identification of Surface and Groundwater water bodies)

• Air Environment [Meteorology (Secondary data from IMD), ambient air quality and noise

levels]

• Biological Environment (Flora & Fauna)

• Socio-economic environment (Demographic profile, Occupational structure, Educational

facilities, Health care facilities, literacy status, etc.)

• Traffic Survey and Impacts

6

2.1 Land Environment

The first feature which influences the development of a new project is the existing land use pattern of the neighborhood of the project. Study of land use pattern employing remote sensing techniques and ground

truth and also through secondary data sources shall be studied. Soil analysis of the selected locations in

the study area shall be carried out.

Solid wastes generation & management shall be categorized into two phases i.e. during construction &

during operation phases. Details for the following types of wastes shall be given:

• Debris and Construction waste

• Municipal waste, i.e., biodegradable and non- biodegradable waste

• Hazardous waste (Mainly during construction phase)

• E-waste

• STP sludge

2.2 Water Environment

• No source of surface water was observed within the project site boundary and within 500 m radius from

project site

• Water requirement during construction and operation phase shall be quantified and their source shall be

identified

• Scheme for rainwater harvesting shall be prepared as per the hydro-geological report of the project site

• Water saving practices shall be suggested to reduce the fresh water demand

• Quantity of sewage shall be estimated. Treatment scheme for sewage shall be framed and maximum reuse

of treated sewage shall be suggested.

2.3 Air Environment

Climatological data shall be obtained from India Meteorological Department (IMD) station i.e. Mumbai

for one year. Micro meteorological data consisting of wind speed, wind direction, temperature, humidity,

rainfall (peak and average daily rainfall) and wind rose patterns shall be reported in EIA.

One season baseline data for ambient air parameters namely PM10, PM2.5, Oxides of Sulphur, Oxides of

Nitrogen and CO at project site and in an area extending 500 meters radius from the boundary of project

site shall be reported in EIA.

Baseline data of noise at the project site and the areas extending 500 meters radius from the boundary of

project site shall be ascertained. Hourly reading for 24 hours at each location shall be monitored. Equivalent Noise levels in dB (A) for day and night time shall be reported in EIA.

2.4 Biological Environment

As per guidelines of MoEF for Environmental Impact Assessment, pertaining to construction projects,

total study area shall be up to 15 km radius from the project site, of which primary data shall be collected

from the area up to 500 m radius and remaining area up to 14.5 km shall be represented by secondary data. The data up to 500 m radius will be generated with reference to topography, land use, vegetation

pattern, flora, fauna etc.

2.5 Socio Economic Environment

Demographic details of Mumbai as per Census shall be reported in the EIA. Following attributes for

baseline socio-economic status of the study area shall be studied and reported in EIA.

• Demographic Features and Infrastructure

• Decadal Growth Rate

• Settlement Pattern and Growth of Mumbai

7

• Population

• Literacy

• Education Facilities

• Historical, religious and tourist centers

2.6 Traffic Survey and Impacts

Detailed site plan showing buildings, roads, and open spaces, confirming the hierarchy of roads shall be

reported in EIA. Impact of increased vehicle traffic and requirements for access improvements on roads in

the site development area as a result of the development, considering other existing and planned

developments and operations in the region including measures to reduce traffic and enhance vehicle

safety on external roads shall be studied.

3.0 ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES:

The anticipated negative and positive impacts on the land, water, air, ecological and socioeconomic

environment during the construction and operation phase shall be predicted. Impact identification for this

project shall be done by using Delphi Technique. Mitigation measures shall be suggested to reduce

adverse impacts due to the development.

Best environmental practices, conservation of natural resources, environmental management plan,

environmental monitoring programme including budgeting for the expenditure proposed, corpus funding

for long term maintenance of environmental management facilities in future shall be suggested.

4.0 ENVIRONMENTAL MONITORING PROGRAM:

Environmental Monitoring Program shall include:

• Frequency, location, parameters of monitoring

• Summary matrix of environmental monitoring, during construction and operation stage

• Requirement of monitoring facilities

• Compilation and analysis of data and reporting system

5.0 ADDITIONAL STUDIES:

Rehabilitation action plan, Risk Assessment Studies for the construction and operation phase, the safety

precautions to be taken during construction phase and the Disaster Management Plan and Emergency

Preparedness Plan Onsite and Offsite shall be studied and also be incorporated in EIA report.

6.0 PROJECT BENEFITS:

Details about the improvements in physical infrastructure, social infrastructure, employment potential and

other benefits that are accrued shall be incorporated. Employment potential of this project during

construction and operation phases shall be evaluated.

7.0 ENVIRONMENTAL MANAGEMENT PLAN:

Adequate environmental management measures will be incorporated during the entire planning,

construction and operating stages of the project to minimize any adverse environmental impact and assure

sustainable development of the area. The EMP’s shall include the following elements:

• Air Pollution Control and Management

• Noise Control and Management

• Water Conservation

• Sewage Treatment and Operation and Maintenance

• Storm water management

• Solid, Hazardous and E Waste Management

8

• Energy Conservation and use of Non conventional energy

• Traffic Management

• Plantation, Landscaping and Land Management

• Management of Social Issues Occupational, Safety and Health issues

• Environmental Monitoring

• Emergency Response Plans for emergency scenarios

• Environmental Management System

For the effective and consistent functioning, an Environmental Management System (EMS) will be

established at the site. The following components will be part of the EMS:

• Environmental Policy

• Objectives & Targets

• Structure and Responsibility

• Emergency Planning

• Environmental Monitoring Program

• Operation and Maintenance of Environmental Management Facilities like STP, rain water

Harvesting, solar systems, landscape development, solid waste management system

• Non-conformance & Corrective and Preventive Action

• Short term and long term budgetary provisions for the EMP

• Submission of six monthly reports to Regional office, MoEF for compliance of conditions in

Environmental Clearance

8.0 DISCLOSURE OF CONSULTANT ENGAGED:

The consultants engaged and nature of consultancy rendered shall be listed in EIA.

Enclosures: 1. Location plan

2. Google image 3. Layout plan (as per previous EC and amended proposal)

LAYOUT PLAN- AS PER EC RECEIVED

Rehab Building

Spindle Unit

Residential

Bldg

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