annexure-additional attachments

FORM 1, FORM 1A, CONCEPTUAL PLAN,

TERMS OF REFERENCE AND

ENVIRONMENTAL MANAGEMENT PLAN

FOR

“PRESTIGE JINDAL CITY”

PROPOSED RESIDENTIAL DEVELOPMENT

AT SY. NOS. 28/4, 29/2, 31/1, 31/2, 32/1, 32/2, 36/1,

CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,

NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),

BENGALURU.

PROMOTER:

M/s. PRESTIGE SOUTH CITY HOLDINGS,

BENGALURU.

PREPARED BY

M/s. A&N TECHNOLOGIES

# 855, 3RD FLOOR, 6TH MAIN,

BEHIND RAGI GUDDA, J P NAGAR 2ND PHASE,

BENGALURU-560 078

PH: (080) 64500227, 41209283

~~~~~*****~~~~~

CONTENTS

Form-1 1-17

I. Basic information 1-3

II. Activity 4-15

III. Environmental sensitivity 16-17

IV. Proposed Terms of Reference 17

Form-1A 18-33

1. Land Environment 18-20

2. Water Environment 21-23

3. Vegetation 24

4. Fauna 24

5. Air Environment 25-26

6. Aesthetics 26

7. Socio-Economic Aspects 27

8. Building Materials 28

9. Energy Conservation 29-33

10. Environmental Management Plan 33

Annexure-1a 34-37

Land Use Details 34-35

Aerial View of the site 36

Topo Map 37

Annexure-1b Views of the project site 38

Annexure-1c Block wise distribution 39

Annexure-1d Waste Management 40-42

Annexure-2a Water Demand 43-45

Annexure-2b Construction Materials Requirement 46

Annexure-3a Emission Load during construction 46

Annexure-3b Emission Load during operation 46

Annexure-A2 Rainwater Harvesting Facilities 47-49

Annexure-A3 List of Species Proposed 50-51

Annexure-10 Environmental Management Plan 52-68

CONCEPTUAL PLAN

M/s. Prestige South City Holdings have proposed for Development of Residential

Apartment project by name “Prestige Jindal City” at Sy. Nos. 28/4, 29/2, 31/1, 31/2, 32/1,

32/2, 36/1, Chikkabidarakallu Village, Dasanapura Hobli, Nelamangala Taluk (Presently

Bengaluru North Taluk), Bengaluru on a plot area of 1,35,063.82 Sqmt (33 Acres 15

Guntas). The Proposed project comprises 3,498 Nos. of residential apartments in 5

Buildings (15 Towers), a club house and a school building. The built up area of the

residential apartment and a clubhouse is 5,65,726.86 Sqmt and built up area of the school

building is 15,709.70 Sqmt. Total built up area of the project is 5,81,436.56 Sqmt. The

apartments are sprawled across 2B+G+25UF/26UF/27UF/28UF/29UF/30UF with a

maximum height of 95.0m, the Clubhouse in G+2UF and a school building in B+G+4UF.

The Ground coverage area achieved is 14,015.56 Sqmt (12.13% out 50%),

Landscape area is 47,299.35 Sqmt (40.95%), Buffer zone area is 9,350.35 Sqmt (8.09%),

Ramps and staircase area is 4,833.89 Sqmt (4.18%), Driveway area is 36,868.87 Sqmt

(31.90%) & Area reserved for Sub Station & HSD is 3,152.57 Sqmt (2.75%). The Achieved

FAR is 3.244 out of 3.25.

Total parking space proposed is for 3,780 Nos. of cars. Total water consumption is

2,907 KLD (Fresh water + recycling water). The total wastewater discharge is 2,326 KLD. It

is proposed to construct Sewage Treatment Plants with a capacity of 810 KLD, 490 KLD,

905 KLD & 130 KLD (Sequencing Batch Reactor (SBR) Technology). It is proposed to

construct Roof Rain Water Harvesting Sumps with a capacity 115 Cum, 60 Cum, 100 Cum &

50 Cum and 16 Nos. of Recharge Wells. The Energy requirement for the project is 20,625

kW. Diesel Generator of 750 kVA X 14 Nos. and 500 kVA X 2 Nos. will be provided. The

project cost is Rs. 590.03 Crores.

1

FORM – I (I) Basic information

1. Name of the Project “Prestige Jindal City”

Proposed Residential Development

2. Sl.No. in the schedule Serial No.8 (b)

3. Proposed capacity/area/length/tonnage

to be handles/command area /lease/area

/ number of wells to be drilled

Total site area – 1,35,063.82 Sqmt

(33 Acres 15 Guntas)

Proposed project is a development of residential

apartment; comprises 3,498 Nos. of residential

apartments in 5 Buildings (15 Towers), a club house

and a school building.

The built up area of the residential apartment and a

clubhouse is 5,65,726.86 Sqmt and built up area of

the school building is 15,709.70 Sqmt. Total built up

area of the project is 5,81,436.56 Sqmt.

4. New/Expansion/Modernization New

5. Existing capacity/area etc NA

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

7. Does it attract the general condition? If

yes, please specify

No

8. Does it attract the specific condition? If

yes, please specify

No

9. Location At Sy. Nos. 28/4, 29/2, 31/1, 31/2, 32/1, 32/2, 36/1,

Chikkabidarakallu Village, Dasanapura Hobli,

Nelamangala Taluk (Presently Bengaluru North

Taluk), Bengaluru.

a. Plot/Survey/Khata No. At Sy. Nos. 28/4, 29/2, 31/1, 31/2, 32/1, 32/2, 36/1,

b. Village Chikkabidarakallu Village

c. Thesil Nelamangala Taluk (Presently Bengaluru North

Taluk),

d. District Bengaluru

e. State Karnataka

10. Nearest Railway station/Airport along

with distance in km.

Chikkabanavara Railway Station, which is around 6.5

km from the project site.

Yeshwanthapura Railway Station, which is around

7.5 km from the project site.

Bengaluru city Railway station, which is around

16 km from the project site.

2

Airport – Kempegowda International Airport is

around 39 km from project site.

11. Nearest Town, City, District,

Headquarters along with distance in km

Bengaluru

12. Village Panchayath, Zilla Parishad,

Municipal Corporation, Local body

(Complete local address with Telephone

Nos. to be given)

Municipal Corporation – Bruhath Bengaluru

Mahanagara Palike (BBMP),

Bagalakunte (Ward No:14)

Address:

BBMP, Dasarahalli Zone NH – 4,

Next to Post Office, Bengaluru – 560 057

Ph No : 080- 22975901

13. Name of the Applicant Mr. Zaid Sadiq

14. Registered Address M/s. Prestige South City Holdings,

The Falcon House,

No: 1, Main Guard Cross Road,

Bengaluru-560 001.

15. Address for Correspondence: M/s. Prestige South City Holdings,

The Falcon House,


Bengaluru-560 001.

Name Mr. Zaid Sadiq

Designation (Owner/Partner / CEO) Executive Director

Address M/s. Prestige South City Holdings,

The Falcon House,


Bengaluru-560 001.

Pin code 560 001

E-mail [email protected]

Telephone No. 080-25591080

Fax No. 080-25591945

16. Details of alternative sites examined, if

any. Location of these sites would be

shown on a Topo sheet

No alternative sites were examined.

17. Interlined Projects No interlined projects

18. Whether separate application of

interlinked project has been submitted?

No

19. If Yes, date of submission --

20. If No, reason Proposed project is a new individual project.

3

21. Whether the proposal involves approval /

Clearance under : if yes, Details of the

same and their status to be given

The Forest (conservation) Act 1980?

The wild life (protection) Act 1972?

The C R Z Notification, 1991?

This proposal does not require approval/ clearance

under Forest Act, Wild life Act & CRZ Notification

22. Whether there is any Government order /

Policy relevant / relating to the site?

No

23. Forest land involved (Hectares) No forest land involved.

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) Orders / directions of the court, if any

and its relevance with the proposed

project.

No

4

(II) Activity immediate

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.)

Sl.

No.

Information/checklist

confirmation Yes/No

Details there of (with approximate

quantities/rates, wherever possible) with

sources 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 As per the Revised Master Plan of BDA-2015,

the proposed project site is designated as

Residential Main Zone & Industrial Zone.

The Land conversion will be obtained for

residential purpose for the survey numbers

which are in industrial zone.

CDP and land conversion is enclosed as

Annexure 1(a) Page No.34-37.

1.2 Clearance of existing land,

vegetation and buildings?

Yes At present the project site is being used as

farm land which consist of Coconut trees,

Guava trees, Jackfruit trees, Mango trees,

Sapota trees, Silver trees and Banana

plantation and few sheds. These will be

cleared during site preparation.

1.3 Creation of new land uses? No As per the Revised Master Plan of BDA-2015,






1.4 Pre-construction investigations

e.g. bore houses, soil testing?

Yes A pre-construction investigation of soil has

been carried out at the project site.

Preliminary Soil report is enclosed.

1.5 Construction work? No After obtaining the EC only construction

work will be started.

1.6 Demolition work? Yes Proposed site consists of few small

structures; these will be cleared during site

formation.

1.7 Temporary sites used for

construction workers or housing

of construction workers?

Yes Labor requirement for the proposed project

is about 300 Nos./day. Housing Facility will

be provided for the construction laborers

within the site.

5

1.8 Above ground buildings,

structures or earthworks

including linear structures, cut

and fill or excavations

Yes Proposed project is a development of

residential apartment; comprises 3,498 Nos.

of residential apartments in 5 Buildings (15

Towers), a club house and a school building.

The apartments are sprawled across

2B+G+25UF/26UF/27UF/28UF/29UF/30UF

with a maximum height of 95.0m, the

Clubhouse in G+2UF and a school building in

B+G+4UF. Hence the project involves

excavation, construction of above ground

buildings and landscaping.

The block wise distribution of the residential

apartment is enclosed as Annexure 1(c)

Page.No.39.

1.9 Underground works including

mining or tunneling?

No Proposed project is a Residential

Development.

1.10 Reclamation works? No Proposed project is a Residential

Development.

1.11 Dredging? No Proposed project is a Residential

Development.

1.12 Offshore structures? No Proposed project is a Residential

Development.

1.13 Production and manufacturing

processes?


Development.

1.14 Facilities for storage of goods or

materials?

Yes The materials required for the purpose of

construction during the construction phase

will be stored within the project site and the

details of these materials are enclosed in

Annexure – 2(b) Page No.46.

During the operational phase, HSD lube oil &

waste oil from the DG sets will be stored in

leak proof containers on impervious floor in

a designated place within the site premises.

1.15 Facilities for treatment or disposal

of solid waste or liquid effluents?

Yes During construction phase:

Solid waste generated from the laborers will

be collected manually and handed over to

authorized recyclers.

The Sewage generated from laborers will be

routed to the Septic tank & Soak pit.

During operation phase:

6

During operation phase, the solid wastes will

be collected by door to door collection;

segregation of organic & recyclable wastes

will be done. The segregated organic wastes

will be further processed in organic waste

converter and the recyclable wastes,

Hazardous wastes & E-waste will be handed

over to authorized waste recyclers.

The domestic liquid effluents will be treated

in a sewage treatment plant. Details of

treatment facilities are as in

Annexure – 1(d) Page No.40-42.

1.16 Facilities for long term housing of

operational workers?

No As local people will be hired for the routine

maintenance, no permanent facilities are

proposed.

1.17 New road, rail or sea traffic during

construction or operation?

No The existing road facility will be made use of.

1.18 New road, rail, air waterborne or

other transport infrastructure

including new or altered routes

and stations, ports, airports etc?

No The existing road facility will be made use of.

1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

movements?

Yes Traffic pattern in the approach road during

construction and operation phase would

change. Traffic Report will be submitted

with EIA report.

1.20 New or diverted transmission

lines or pipelines?

No Electric power will be supplied by BESCOM

from the existing transmission line.

Water for operation phase shall be taken

from BWSSB.

1.21 Impoundment, damming, culver

ting, realignment or other changes

to the hydrology or watercourses

or aquifers?

Yes With reference to our project site, there is an

existing natural tertiary drain passing

through the site from south of south west to

east of south east direction where for the

same a 25m buffer has been provided from

the edge of the drain as per the NGT order

No. OA 222/2014 dated 04.05.2016.

And also there is a kharab land which is

termed as nala kharab hence a buffer of 25m

has been provided from the edge of the

kharab land as per the NGT order No. OA

7

222/2014 dated 04.05.2016.

From our project there will be a realignment

of natural storm water. This realignment of

natural storm water will take care by not

disturbing the storm water flow by

providing suitable best practices of rain

water harvesting plans.

1.22 Stream crossings? Yes With reference to our project site, there is an






No. OA 222/2014 dated 04.05.2016.





222/2014 dated 04.05.2016.

1.23 Abstraction or transfers of water

from ground or surface waters?

No There is no abstraction or transfers of water

from ground or surface waters. The

construction water requirement will be

sourced from external tanker water

suppliers and during operation the source of

water will be BWSSB.

1.24 Changes in water bodies or the

land surface affecting drainage or

run-off?

No With reference to our project site, there is an






No. OA 222/2014 dated 04.05.2016.





222/2014 dated 04.05.2016.

Internal storm water drain with pre-cast

perforated cover will be provided within the

site in order to carry out the storm water in

8

to the recharge wells to recharge the ground

water and excess runoff will be routed to the

external storm water drain.

1.25 Transport of personnel or

materials for construction,

operation or decommissioning?

Yes Raw materials for Construction will be

transported by trucks and the trips are

scheduled only during wee hours.

1.26 Long-term dismantling or

decommissioning or restoration

works?

No No such works are involved.

1.27 Ongoing activity during

decommissioning which could

have an impact on the

environment?

No At present the project site is being used as

farm land which consist of Coconut trees,

Guava trees, Jackfruit trees, Mango trees,

Sapota trees, Silver trees and Banana

plantation and few sheds. These will be

cleared during site preparation.

1.28 Influx of people to an area either

temporary or permanently?

Yes There will be a temporary influx of

construction laborers, and this will be only

for a short period until the completion of the

construction work.

The proposed project is a development of

Residential Apartment. During operation

phase, there will be a permanent influx of

about 19,389 Nos. of occupants by the

proposed residential apartments and 3,400

Nos. of floating population from the school

building.

1.29 Introduction of alien species? No There is no introduction of alien species.

1.30 Loss of native species or genetic

diversity?

No There is no loss of native species or genetic

diversity.

1.31 Any other actions? No There are no any other causes from the

project.

9

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):

Sl. No. Information/checklist

confirmation Yes/No


quantities/rates, wherever possible) with

sources of information data

2.1 Land especially underdeveloped

or agricultural land (ha)

No As per the Revised Master Plan of BDA-2015,






CDP and land conversion is enclosed as

Annexure 1(a) Page No.34-37.

2.2 Water (expected source & comp

eting users) unit: KLD

Yes Construction Phase:

Construction water requirement of 154.0

KLD and Domestic water amounting to 22.5

KLD will be met by external tanker water

suppliers.

Operational Phase:

During operation phase, total water demand

of 2,907 KLD will be met by BWSSB.

2.3 Minerals(MT) No Proposed project is a residential

development.

2.4 Construction materials– stone,

aggregates and soil (expected

source-MT)

Yes Constructional materials and its quantity are

enumerated in Annexure – 2(b) Page

No.46

2.5 Forests and timber (source-MT) No --

2.6 Energy including electricity and

fuels (source, competing users)u

nit: fuel(MT),energy(MW)

Yes Construction Phase:

Electricity - 250 kVA

DG – 180 kVA 1 No.

Fuel for DG- 37.7 l/hr

Operational Phase:

Electricity – 20,625 kW

Transformers - 500 kVA X 50 Nos.

DG set – 750 kVA X 14 Nos. and 500 kVA X 2

Nos.

Fuel required for DG sets –2409 l/hr

2.7 Any other natural resources (use

appropriate standard units)

No There are no other natural sources.

10

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.


confirmation Yes/No


quantities/rates, wherever possible)

with sources of information data

3.1 Use of substances or materials

which are hazardous (as per MSIHC

rules) to human health or

environment (flora, fauna, and

water supplies)

Yes Diesel & lube oil to be used for DG sets

during power failure is stored within

the site.

Construction Phase

Diesel Consumption: 37.7 l/hr.

Waste Oil Generation: 0.087l/running

hour of DG

Operation Phase

Diesel Consumption: 2409 l/hr.

Waste Oil Generation: 5.6 l/running

hour of DG

3.2 Changes in occurrence of disease or

affected disease vector (e.g. insect

or water borne diseases)


Development.

3.3 Affect the welfare of people e.g. by

changing living conditions?


Development.

3.4 Vulnerable groups of people who

could be affected by the project e.g.

hospital patients, children, the

elderly etc.


Development.

3.5 Any other causes No There are no any other causes.

11

4. Production of solid waste during construction or operation or decommissioning

(MT/month)


confirmation Yes/No

Details there of (with approximate quantities/rates, wherever possible) with sources of information data

4.1 Spoil, overburden or mine wastes No Proposed project is a Residential Development.

4.2 Municipal waste (domestic and or commercial wastes)

Yes Construction Phase: The Solid waste generated from the laborers is 90 kg/day; out of this 54 kg/day is organic waste and 36 kg/day is inorganic waste. The generated solid waste will be handed over to authorized recyclers. Operation Phase: Total Solid waste generation during operation phase is 9.6 MT/day. Where 5.4 MT/day is the biodegradable waste and 4.2 MT/day is the non-biodegradable waste.

4.3 Hazardous wastes (as per hazardous waste management rules)

Yes Waste oil from DG sets to the amount of 5.6 l/running hour of DG, which will be given to KSPCB, designated waste oil recyclers.

4.4 Other industrial process wastes No Proposed project is a Residential Development.

4.5 Surplus product No Proposed project is a Residential Development.

4.6 Sewage sludge or other sludge from effluent treatment

Yes Sludge from STP amounts to 116.5 kg/day will be used as manure for the landscape.

4.7 Construction or demolition wastes Yes Construction debris amounting to 581 m3 and same will be used for roads and pavement formation.

4.8 Redundant machinery or equipment

No Redundant machinery or equipment will not be used.

4.9 Contaminated soil or other materials

No Proposed project is a Residential Development.

4.10 Agricultural wastes No The wastes from garden pruning and landscaping area such as dead leaves etc. shall be reused within the site for soil conditioning and manure.

4.11 Other solid wastes No There is no any other solid waste.

12

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


confirmation Yes/No

Details there of (with approximate quantities/rates, wherever possible) with sources of information data

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

Yes There will be emissions from the combustion of HSD by the DG sets during power failure. The estimated emissions from DG sets are in Annexure – 3(b) Page No.46.

5.2 Emissions from production processes


5.3 Emissions from material handling including storage or transport

Yes There will be fugitive dust emissions during material handling including storage & transportation of construction materials. Suitable handling measures will be taken in order to avoid the emissions.

5.4 Emissions from construction activities including plant and equipment

Yes There will be fugitive dust emissions from transportation of raw materials during the construction process. Construction process may also comprise emissions from concrete mixers, dozers, diesel pumps etc during construction. These equipments will be maintained properly to have minimum impact. Quantities of emissions are enumerated Annexure – 3(a) Page No.46.

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

Yes There will be dust emission during construction operation which will be controlled by water sprinkling and by erecting barricades around the site. The sewage generated from the construction labourers will be routed to septic tank and soak pit. Solid wastes are handled using closed containers to avoid odour nuisance.

5.6 Emissions from incineration of waste


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


5.8 Emissions from any other sources No Proposed project is a Residential Development.

13

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

Sl.No. Information/checklist

confirmation Yes/No




6.1 From operation of equipment e.g.

engines, ventilation plant, crushers

Yes DG sets are the only noisy machinery

employed in the project, which will be

located at the ground and will be

housed inside the acoustic enclosures.

6.2 From industrial or similar processes No Proposed project is a Residential

Development.

6.3 From construction or demolition Yes Construction works will be taken up

only during day time to avoid the noise

during night. Barricades will be

provided around the site to partially

curtail the noise.

6.4 From blasting or piling No No blasting or piling operations are

envisaged.

6.5 From construction or operational

traffic

Yes There will be noise generation due to

both construction and operational

traffic.

6.6 From lighting or cooling systems No No Cooling systems are proposed in the

project.

6.7 From any other sources No Proposed project is a Residential

Development.

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

Yes HSD, fresh and used lube oils are stored

in impervious tanks/containers and

these containers are placed upon

impervious floors in order to avoid soil

contamination due to spillage, if any.

The fuel required for the DG sets

amounts to 2409 l/hr.

The waste oil generation from the DG

sets would be 5.6 l/running hour of DG,

14

which will be handed over to

authorized waste oil recyclers.

7.2 From discharge of sewage or other

effluents to water or the land

(expected mode and place of

discharge)

No Sewage generated within the

residential units will be treated up to

applicable standards before using it for

secondary purposes like flushing,

gardening purposes.

7.3 By deposition pollutants emitted to

air into the land or into water


Development.

7.4 From any other sources No Proposed project is a Residential

Development.

7.5 Is there a risk of long term buildup

of pollutants in the environment

from these sources?


Development.

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.

Yes

Storage of HSD, fresh and used lube oil

is prone to dangers. Care is taken that

these are stored in closed tanks/

containers, away from any possible

sources of ignition.

8.2 From any other causes No Proposed project is a Residential

Development.

8.3 Could the project be affected by

natural disasters causing

environmental damage (e.g. floods,

earthquakes, landslides, cloudburst

etc)

No There has been no incident of flooding

or cloudbursts in the region. The region

is situated in Seismic Zone-II and hence

there is a rare occurrence of

earthquakes.

15

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


confirmation Yes/No


quantities/rates, wherever

possible) with sources of

information data

9.1 Lead to development of supporting

facilities, ancillary development or

development stimulated by the

project which could have impact on

the environment e.g.:

-Supporting infrastructure (roads,

power supply, waste or waste water

treatment, etc.)

-Housing development

-Extractive industries

-Supply industries &other

Yes

The project will attract supporting

facilities like schools, health centers,

community centers and other

commercial units which will be serving

the day to day needs of the residents.

Hence the project would be considered

as a positive development which will

lead to an increased employment.

9.2 Lead to after-use of the site, which

could have an impact on the

environment

No Many more projects could come up in

future.

9.3 Set a precedent for later

developments

No The surrounding area has already been

in demand as a prime residential

locality with many similar projects.

Many more projects could come up.

9.4 Have cumulative effects due to

proximity to other existing or

planned projects with similar effects

Yes Many residential units (apartments

/layouts) already exist in the project

surroundings.

16

(III) Environmental sensitivity

Sl. No. Areas Name/identity

Aerial distance (within

15Km) proposed project

location boundary

1. Areas protected under

international conventions,

national or local legislation for

their ecological, landscape,

cultural or other related value

No --

2. Areas which are important or

sensitive for ecological

reasons- wetlands,

watercourses or other water

bodies, coastal zone,

biospheres, mountains, forests

i. Anchepalya Lake

ii. Doddabidarakallu

Lake

i. 600m from the

project site.

ii. 900m from the

project site.

3. Areas used by protected,

important or sensitive species

of flora and fauna for breeding,

nesting, foraging, resting, over

wintering, migration

No --

4. Inland, coastal, marine or

underground waters

No --

5. State, national boundaries No --

6. Routes or facilities used by the

public for access to recreation

or other tourists, pilgrims

areas

NH-4

(Bengaluru – Mangaluru

Highway)

Infront of the project site.

7. Defense installations No --

8. Densely populated or built up

area Yes

Bengaluru with a

population of 1,06,12,474

Nos. (2011 Census)

9. Areas occupied by sensitive

man-made land uses

(hospitals, schools, places of

worship, community facilities)

Jindal Public School 500m from the project site

Jindal Hospital 500m from the project site

Shri Rama Temple 900m from the project site

Bengaluru International

Exhibition Centre 2.3km from the project site

17

(IV). Proposed terms of reference for EIA studies

As the proposed project Built up area is more than 1, 50,000 Sqmt; Terms of Reference

(TOR) has been proposed & enclosed in the proceeding section.

10. Areas containing important,

high quality or scarce

resources (ground water

resources, surface resources,

forestry, agriculture, fisheries,

tourism, minerals)

iii. Anchepalya Lake

iv. Doddabidarakallu

Lake

iii. 600m from the

project site.

iv. 900m from the

project site.

11. Areas already subjected to

pollution or environmental

damage (those where existing

legal environmental standards

are exceeded )

Yes Bengaluru city has been

witnessing a drastic

increase in air pollutant

and groundwater

contamination levels.

Ambient Air Quality, Noise

& Ground water analysis

near project site will be

conducted and will be

submitted with EIA Report.

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 The project site comes

under seismic zone-II,

which is classified as the

low damage risk zone.

Hence project site is less

susceptible to natural

hazards.

18

FORM –I A

(Only for construction projects listed under item 8 of the schedule)

CHECKLIST OF ENVIRONMENTAL IMPACTS

(Project proponent 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)

Kindly Refer Annexure – 1 (a) Aerial view of the site, Page No.36.

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 the land use if any and the statutory approval from

the competent authority should be submitted). Attach maps of (i) site location, (ii)

surrounding features of the proposed site (iii) the site (indicating levels and contours) to

appropriate scales. If not available attach only conceptual plans.

No, the project site is designated as Residential Main Zone & Industrial Zone. The Land

conversion will be obtained for residential purpose for the survey numbers which are in

industrial zone.

CDP and land conversion is enclosed as Annexure 1(a) Page No.34-37.

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.

Sl. No. Particulars Details 1. Total land area 1,35,063.82 Sqmt

(33 Acres 15 Guntas) 2. Total built up area 5,81,436.56 Sqmt. 3. No. of units 3,498 Nos., a club house and a school

building. 4. Height of the Building (Maximum) 95.0 m 5. Total water

consumption Construction

phase For Domestic 22.5 KLD

For Construction 154 KLD Operation phase 2,907 KLD

6. Power requirement

During Construction phase

Power 250 kVA DG 180 kVA x 1 No.

During Operation phase

Power 20,625 kW DG 750 kVA X 14 Nos. and 500 kVA X 2 Nos.

7. Connectivity NH-4 (Bengaluru – Mangaluru Highway) 8. Parking Needs Required 3,777 Nos.

Provided 3,780 Nos.

19

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)

Due to good architectural views and well-designed landscape, the project is expected to

enhance the aesthetics of the surroundings and hence does not alter the local ecosystem.

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)

The proposed residential apartment has been employed with professionally designed

landscaping to avoid the erosion of texturally disturbed soil.

Soil Type: Silty Sand

Slope Analysis: Project site is sloping from North East to South West direction with an

average contour level difference of 8.5m. Excavation and filling activities will be carried out

as per the site scenario to minimize soil disturbance.

Vulnerability to subsidence: The soil is not vulnerable to subsidence. Excavation and

filling activities will be carried out as per the site scenario to minimize soil disturbance and

other required precautionary measures has been taken care to avoid the subsidence within

the site.

Seismicity: The project site is located in the Seismic Zone – II, which is classified as the low

damage risk zone.

1.5. Will the proposal involve alteration of natural drainage systems? (Given details on a

contour map showing the natural drainage near the proposed project site)

No. Internal storm water drain with pre-cast perforated cover will be provided within the

site in order to carry out the storm water in to the recharge wells to recharge the ground

water and in case of worst rainfall excess will be routed to the external storm water drain.

Hence there won’t be any alteration of natural drainage systems from the proposed project.

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 total quantity of excavation in the project site is estimated to be 5,26,226 m3. It is

proposed to re-use for back filling, for landscaping and for road formation. The excavated

top soil will be stored for reusing it for landscaping.

20

Sl. No. Particulars Quantity in mᶟ In Percentage

1. Total Excavated Earth 5,26,226 100

Management:

a. Back Filling in foundation 1,25,754 24.0

b. For landscaping 84,973 16.0

c. For Roads & Ramps 1,56, 992 30.0

d. For site formation 78,933 15.0

e. For preparation of soil block for

STP Room & DG Room 26,311 5.0

f. Excess to be managed 53,263 10.0

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

The domestic and construction water requirement during the construction phase of the

project will be met by authorized external tanker water suppliers.

The water used for construction gets consumed into chemical reactions with cement and

also partly gets evaporated. Hence, there will be no wastewater generation from this.

However, there will be discharge of domestic wastewater to the tune of 21 KLD and is

proposed to be routed to septic tank and soak pit.

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)

Construction wastes don’t cause any health hazard. It is estimated that about 581 m3 of

inert construction debris would be generated. These are planned to be reused within the

site for road and pavement formation. The sewage generated from the laborers during

construction will be routed to septic tank and soak pit. The Solid waste generated from the

laborers will be handed over to authorized recyclers.

21

2. WATER ENVIRONMENT

2.1. Give the total quantity of water requirement for the proposed project with the breakup

of requirements of various uses. How will the water requirement met? State the sources &

quantities and furnish a water balance statement.

Construction:

1. Water Requirement for construction activities : 154 KLD

(Proposed to be sourced from external authorized suppliers)

2. Domestic water requirements (labourers) : 22.5 KLD

(Proposed to be sourced from external authorized suppliers)

Operation:

1. Total water requirement : 2,907 KLD

2. Source of water : BWSSB

Water Balance chart is provided in Annexure 2a Page No. 43-45.

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

-NA-

2.3. What is the quality of water required, in case, the supply is not from municipal source?

(Provide physical, chemical, biological characteristics with class of water quality)

NA, since the water demand for the project will be met by BWSSB.

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)

During operation stage tertiary treated water from the STP to the tune of about 2093 KLD.

Out of this, 982 KLD shall be used for flushing of toilets, about 255 KLD shall be used for

landscaping, and remaining 856 KLD will be discharged to UGD.

2.5. Will there be diversion of water from other users? (Please assess the impacts of the

project on other existing users and quantities of consumption)

- No -

22

2.6. What is the incremental pollution load from w/w generated from the proposed

activity? (Give details of the quantities and composition of w/w generated from the

proposed activity)

The details of domestic wastewater generated from the project are as below:

Quantity, KLD 2335

pH 7- 10

Suspended Solids, mg/l 150

BOD5, mg/l 250 -350

COD, mg/l 500 - 600

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

the facilities created.

These details are enclosed in the Annexure – A2Page No.47-49.

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 will be no impact on the runoff characteristics from the proposed project. Internal

storm drains will be provided within the site in order to carry out the storm water into the

recharge wells to recharge the ground water which will be provided with perforated pre-

cast cover all along the site boundary as well as in walk way & pavements. Excess will be

routed to external storm water drain. Hence it won’t cause any flooding or water logging

problems.

2.9. What are the impacts of the proposal on the G/W? (Will there be tapping of g/w; give

the details of g/w table, recharging capacity, and approvals obtained from competent

authority, if any)

No G/W tapping; No adverse impacts.

2.10. What precautions or measures are taken to prevent the runoff from construction

activities polluting land and aquifers? (Give details of quantities and the measures taken to

avoid the adverse impacts)

The concrete is proposed to be sourced from ready mix plants, and hence there will not be

any runoff due to concrete making. Care shall be taken during mortar preparation and

23

curing to avoid runoff. However, if found necessary, during construction, separate cache

pits shall be constructed to collect runoff. This shall be allowed to settle and clear water

shall be reused for construction purposes.

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 proposed project has well designed rainwater harvesting facilities which will ensure

the minimum outfall of storm water from the site. The rooftop rainwater shall be collected

and used for secondary purposes after pre-treatment. The surface run off shall be routed

into the recharge wells provided within the site through the internal storm water drain and

excess storm water will be routed to the external storm water drain.

The details on the rainwater harvesting facilities and runoff quantity are as furnished in the

Annexure – A2Page No.47-49.

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)

No unsanitary condition prevails. There would be generation of domestic sewage to the

tune of about 21 KLD due to construction employees, which will be routed to septic tank

and soak pit. The Solid waste generated from the laborers is 90 kg/day and this will be

handed over to authorized recyclers.

2.13. What on-site facilities are provided for the collection, treatment & safe disposal of

sewage? (Give details of the quantities of w/w generation, treatment capacities with

technology & facilities for recycling and disposal)

The sewage generated is about 2326 KLD. This sewage is treated in a sewage treatment

plants with a designed capacity of 810 KLD, 490 KLD, 905 KLD & 130 KLD and the treated

water will be utilized for secondary purposes like gardening, flushing etc.

Sewage generation and treatment details are enumerated in Annexure–1(d),

Page No 40-42.

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

any other use.

It is intended to use treated wastewater for secondary purposes such as flushing of toilets,

and for gardening, hence dual plumbing system will be adopted for the proposed project.

24

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. The proposed project Site is located and surrounded with main residential

developments; hence there is no threat to the biodiversity.

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

a detailed accountant of the trees & vegetation affected by the project)

At present the project site is being used as farm land which consists of Coconut trees,

Guava trees, Jackfruit trees, Mango trees, Sapota trees, Silver trees and Banana plantation.

These will be cleared during site preparation

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 project planning includes extensive plantations along the site periphery and also

professionally designed landscape and greenery on natural ground. It is intended to

develop a green belt area of about 47,299.35 Sqmt (40.95%) and addition to this 9,350.35

Sqmt (8.09%) will be added as a buffer zone.

4. FAUNA

4.1. Is there likely to be any displacement of fauna- both terrestrial and aquatic or creation

of barriers for their movement? Provide the details.

No.

4.2. Any direct or indirect impacts on the avifauna of the area? Provide details.

No.

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

fauna.

No.

25

5. AIR ENVIRONMENT

5.1. Will the project increase atmospheric concentration of gases & result in heat islands?

(Give details of background air quality with predicted values based on dispersion models

taking into account the increased traffic generation as a result of the proposed

constructions)

The major sources of air pollution from the project are from

(a) DG Sets

(b) Additional Vehicular Traffic

The DG set shall be procured strictly on their compliance with the applicable regulatory

norms. They will also be provided with chimney with sufficient height as per the CPCB

norms for the proper dispersion of pollutants.

It is expected that there will be a marginal increase in the pollutant levels due to vehicular

emissions from operational traffic. However, the occupants shall be encouraged to use

mass transit system and optimal use of vehicles. The impacts from the proposed project is

marginal, hence doesn’t cause heat island effect.

5.2. What are the impacts, on generation of dust, smoke, odorous fumes or other hazardous

gases? Give details in relation to all the meteorological parameters.

The major gaseous emissions come from the DG set and the additional vehicular traffic due

to the project. The impacts due to DG sets will be minimal as the gaseous emissions shall be

kept within the limits.

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.

No. Sufficient parking space is being provided and the details are depicted in the below

table;

Description of Unit No. of Units Cars/Unit Total in Nos. Residential Apartment

(with BUA less than 50 Sqmt) 333 1 Car/2 Units 167

Residential Apartment (with BUA above 50 Sqmt and less

than 224 Sqmt) 3165 1 Car/Unit 3,165

Total 3,332 Visitors Car Parking (10%) -- -- 333

Club House 1 (5593.30

Sqmt) 1 Car/ 50 Sqmt 112

Total Car Parking Required 3,777 Car Parking Provided

Total Car Parking Provided 3,780

26

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. Conservatively it can be estimated that there would be approximately as many number

of units of the occupants own the four wheelers. Thus the total additional traffic of about

3,780 Nos. of four wheelers on the road may be expected after the construction is

completed. And during construction period there will be a traffic movement due to

transport of construction materials, tools and tackles, required for construction. However

this is only a temporary phenomenon that exists only during the construction phase of the

project.

5.6. What will be the impact of DG sets & other equipment on noise levels & vibration &

ambient air quality around the project site? Provide details.

The major source of noise in the proposed project would be mainly within the utility

section, specifically DG Set. However, DG is proposed as a standby arrangement. Besides, it

will be located in closed and acoustically designed compartment (noise attenuating

enclosure) and hence no impact due to noise is envisaged. Detailed calculation of emission

parameters from the proposed DG sets are mentioned in Annexure 3 (b), Page No.46.

6. AESTHETICS

6.1. Will the proposed construction in any way result in the obstruction of a view, scenic

amenity or landscapes? Are these considerations taken into account by the proponents?

No, the proposed construction doesn’t cause any obstruction of a view. Moreover, there are

no scenic amenities or landscapes in the surroundings of the project.

6.2. Will there be any adverse impacts from new construction on the existing structures?

No.

6.3. Whether there are any local consideration of urban form & urban design influencing

the design criteria? They may be explicitly spelt out.

NA

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 such sites existing in the project surroundings.

27

7. SOCIO-ECONOMIC ASPECTS

7.1. Will the proposal result in any changes to the demographic structure of local

population? Provide the details.

Yes. As the proposed project is a residential apartment, it is estimated that there will be

increase in the population of about 19,389 Nos. from the residential apartment and 3,400

Nos. from the school building. It is expected that there will be an increase in literate rate on

an assumption that all the residents of the apartment are literate. Also assuming 50% of the

inhabitants belong to working class, so the working class of people in the vicinity of the

project site is expected to rise. Apart from this, there will also be increased job

opportunities from the project in terms of commercial establishments to serve the basic

needs of the residents and the maintenance labour requirements of the project after

completion. Presuming the inhabitants to be of non-agricultural sectors, there will be no

reduction in the agricultural populace.

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

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

of cultural values? What are the safeguards proposed?

No. The proposed project is a residential development project and its impacts are not

expected to reach beyond a radius of about 1km. There are no sacred sites or sensitive

places in the vicinity of the project.

Facilities Approximate Aerial Distances

from the site

Jindal Public School 500m from the project site

Jindal Hospital 500m from the project site

Shri Rama Temple 900m from the project site

Bengaluru International Exhibition Centre 2.3km from the project site

28

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 the building materials and their energy

efficiency)

No; the proposed project involves the use of building materials with low-embodied energy

and high strength; as an alternative to the conventional materials.

The quantity and list of construction materials used in the proposed project are enclosed in

the Annexure – 2(b). Page No.46.

8.2. Transport and handling of the materials during construction may result in pollution,

noise & public nuisance. What measures are taken to minimize the impacts?

Generation of noise and emissions from construction equipment, materials handling and

movement of trucks and other vehicles used in construction work and also from vehicular

traffic due to transport of construction materials, tools and tackles, required for

construction. However this is only a temporary phenomenon that exists only during the

construction phase of the project, hence the impact will be negligible.

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

Yes. Recycled concrete aggregates, construction debris will be reused for backfilling, hard

paved area and road area formation within the site. Extent of savings would be achieved is

about Rs.1, 75,000/-.

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

generated during the operation phases of the project.

In the proposed project the solid waste is collected by door to door collection system.

Further the wastes will be segregated as biodegradable and recyclable waste, wherein the

biodegradable wastes will be processed in organic waste converter, and recyclable wastes

such as plastic materials, metals and glass are hand over to authorize waste recyclers also

E-waste will be handed over to authorized recyclers.

29

10. ENERGY CONSERVATION

9.1. Give details of the power requirements, source supply, back up 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 & Primary Source of Energy:

Construction Phase:

Electricity - 250 kVA

DG – 180 kVA 1 No.

Fuel for DG- 37.7 l/hr

Operational Phase:



DG set – 750 kVA X 14 Nos. and 500 kVA X 2 Nos.


The details regarding Energy Savings is as below:

Sl. No. Description Savings in lakh kWH

units/yr Savings in %

1. Power Savings through Solar Heater

and Light 6.3 1.0

2. Power Savings through HF Ballast 2.2 0.4

3. Power savings on Cu. Wound

transformer 7.2 1.2

4. Power savings through Provision for

LED 155.8 25.9

Total 171.5 28.5

Total requirement of loads is = 602.3 lakh kWH units/yr

Percentage of saving in power 28.5%

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

Diesel engine driven generator of 750 kVA X 14 Nos. and 500 kVA X 2 Nos. will be proposed

for power back up.

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

characteristics related to both short wave and long radiation?

Glass of low emission & low solar heat gain single glazed of thickness 4mm are proposed.

30

Type of Glass Clear Glass Standard Thickness (mm) 4 mm

Light Characteristics Reflectance % 7.9 Transmittance % 88.3

Solar Energy Reflectance % 7.2 Transmittance % 81.4

Absorption % 11.3 U Value Summer kcal/m2/hr/0c 5.75

Shading co-Efficient 0.97 Solar Factor 84.4

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

applications made in the proposed project.

The buildings are designed to harvest the natural solar lighting as far as possible by

providing appropriate fenestrations. The buildings are provided with thermal insulation

materials, Sun Shades and Dense Vegetation.

Other applications provided

1. Good cross ventilation is ensured in the building designs.

2. Windows in living areas are set in with terraces in front.

3. Blocks are oriented at an angle to minimize adverse effect of Southern side.

4. Shorter face of building is placed towards South.

5. Lift block and non-habitable areas are faced towards west side.

9.5. Does the layout of streets & buildings maximize the potential for solar energy devices?

Have you considered the use of street lighting, emergency lighting and solar hot water

systems for use in the building complex? Substantiate with details.

Yes. The proposed residential apartment will comprise of solar heating & solar street

lighting, hence utilizing maximum solar energy. The details are as enumerated in Item 9.1.

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?

Sufficient open space will be provided between wings to allow free flow of air.

Provision of cantilever Balconies and Chajjas for Sun Shade.

Provision of thermal insulation for Top Floor Roof.

Individual rooms have large windows with chajjas overhangs to cutoff harsh

sunlight to keep interior cooler.

Medium size windows for better natural light and ventilation.

31

Maximum setback is maintained for permitting free flow of air and maximum

natural light for all inhabitants.

Special heat reflecting paints will be used for the terrace and external walls.

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.

Lighting and mechanical systems is being proposed for this project. Details mentioned in

Item no. 9.1. There will be no air conditioning facility for the proposed project, the usage of

CFC and HCFC is nil.

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?

Sufficient open space will be provided between wings to allow free flow of air.

Provision of cantilever Balconies and Chajjas for Sun Shade.

Provision of thermal insulation for top Floor Roof.

Traffic and parking separated from Landscape/ play area by use of individual

parking and podium concept.

Site plan was conceptualized based on free flow of movement integrating and

maximizing green.

Building are laid in checkered pattern and wide apart from each other to enhance

air circulation

Individual rooms have large windows with chajjas overhangs to cutoff harsh

sunlight to keep interior cooler

Medium size windows for batter natural light and ventilation

Maximum setback is maintained for permitting free flow of air and maximum

natural light for all inhabitants

STP and rain water harvesting is provided to utilize the available resource, replenish

and recharge them

32

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.

Type of Construction U Values,

in W/m2°C

Wall Area (Hollow Block Concrete, Single Skin, Outside Rendered, Inside Plastered) 1.7

Glazing, Single Glazing; Exposure South, Sheltered 3.97

Roof 1.25

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

details of emergency plans.

The Proposed project is a development of residential apartment; comprises 3,498 Nos. of

residential apartments in 5 Buildings (15 Towers), a club house and a school building. The

apartments are sprawled across 2B+G+25UF/26UF/27UF/28UF/29UF/30UF with a

maximum height of 95.0m, the Clubhouse in G+2UF and a school building in B+G+4UF. The

Project has been designed based on all the relevant fire safety as per NBC norms. Fire

extinguishers are deployed throughout the residential building. Fire hydrants around the

building, fire hose cabinets at every floor and automatic sprinklers system will be provided.

Frequently Fire Mock Up drills will be conducted.

Systems Proposed for the Residential Building includes

1. Fire water tanks of capacity 600 Cum X 3 Nos. & 150 Cum X 1 No. will be provided

for immediate action to arrest the fire accident.

2. Fire Extinguishers for common areas and Signage.

3. Wet Risers through the dedicated shafts till terrace with valves as required.

4. Manual Fire Alarm system for Entire Building.

5. Public Address system.

6. Sprinkler system for entire building including upper and lower basement which will

be used for Parking of two and four wheelers.

7. Landing Hydrants on all floors near each staircase with necessary accessories.

9.11. If you are using glass as wall materials, provide details and specifications including

emissivity and thermal characteristics.

NA; as the proposed project is a development of residential project, no walls is made of

glass; wherein only windows have single glazed doors. Clear glasses are used for the

windows, which is of low emission & low solar heat gain characteristics.

33

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

mitigating the effects of infiltration.

Not Applicable, as there will be any use of CFC & HCFC chillers.

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.

About 28.5% of the total energy would be saved by adopting energy conservation

measures, out of which about 1.0 % of energy could be saved by using solar energy, which

are detailed in Item 9.1.

10. ENVIRONMENTAL MANAGEMENT PLAN

The Environmental Management Plan acts as a key tool which comprises all the

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 cause

of emergency such as accidents at the site including fire.

Details enclosed in Annexure –10, Page No.52-68.

34

Annexure – 1(a): Land Use details

Existing land use:

The Land use pattern planned for the Planning District 3.03 Makali map (b) for the

planning year 2015 is as enumerated in the following table. It is observed that the

proposed project site is designated as Residential Main Zone & Industrial Zone. The Land


industrial zone. The overall land use proposed for the contained planning district as per the

Revised Master plan (RMP)-2015, is shown in the above Fig.

PROJECT SITE

35

Land use Allocation as per RMP 2015

Land Use Area in

Hectare % of Total

Residential(Main) 1201.43 51.10

Residential(Mixed) 192.24 8.18

Commercial (Central) -- --

Commercial (Business) -- --

Mutation Corridor 33.31 1.42

Commercial Axes 14.64 0.62

Industrial 210.09 8.94

High Tech -- --

Public and Semi Public 43.15 1.84

Green (Parks & open Spaces) 122.01 5.19

Traffic & Transportation 275.88 11.73

Public utilities 52.12 2.22

Unclassified 206.14 8.77

Total 2,350.99 100.00

36

AERIAL VIEW COVERING 500M RADIUS

500m

Project Site

NH-4

Towards Nelamangala

Towards Bengaluru City

Ravi Kirloskar

Layout

Jindal Aluminium Ltd

Bagalakunte

Shrikantapura

Chikkabidarakallu

Latitude: 13ᵒ03’12.74” N

Longitude: 77ᵒ29’18.86” E

37

TOPO MAP COVERING 10KM RADIUS

10 km

Project site

Scale: 1cm: 0.5km

20cm: 10km

Project Site

10 km

38

Table 1a.1: Land Use within the project site

Sl. No. Land use Area in Sqmt In %

I Total Site Area 1,35,063.82 --

a. Area left for Kharab 3,035.14 --

b. Area reserved for Metro Station 3,205.08 --

c. Area left for Civic amenities 6,453.05 --

d. Area reserved for CDP Road 6,849.96

II Net Site Area for development 1,15,520.58 100

Land use Breakup in Percentage (%)

1. Ground coverage area 14,015.56 12.13

2. Landscape area 47,299.35 40.95

3. Buffer zone area 9,350.35 8.09

4. Ramps and staircase area 4,833.89 4.18

5. Driveway area 36,868.87 31.90

6. Area reserved for Sub Station &

HSD 3,152.57 2.75

Annexure 1(b): Views of the project site

04.11.2016 04.11.2016

04.11.2016 04.11.2016

39

Annexure 1(c): Block wise distribution of Residential Apartment

Towers Specification Building Height

Building 1

Tower 1 2B+G+28UF 88.90m



Building 2




Building 3




Building 4




Building 5




Clubhouse -- G+2UF 17.00m

School Building -- B+G+4UF 20.95m

40

Annexure 1(d): Waste Management

CONSTRUCTION PHASE:

Construction waste is generated during construction works. It mainly consists of

earth, stones, bricks, inert and non-biodegradable material such as concrete, plaster, metal,

wood, plastics etc & small quantity of domestic solid waste. The retrievable items such as

bricks, wood, metals are recycled; the domestic waste will be segregated and will not be

allowed to mix with construction waste. The construction earth and other wastes will be

used for landscaping within the site premises.

1. SOLID WASTE GENERATION

a. Total Quantity of Solid Waste Generated = [300 (Laborers/day) x 0.3 kg) = 90

kg/day

b. Quantity of Organic Waste generated = 54 kg/day

c. Quantity of Inorganic Waste generated = 36 kg /day

Solid waste generated during the construction phase will be collected manually and

handed over to authorized recyclers.

2. DOMESTIC SEWAGE

a. No. of Laborers Expected = 300 Nos.

b. Average Water Consumption (Domestic) = 22.5 (75 LPCD)

c. No. of toilets provided = 15 Nos.

Sewage generated (21KLD) will be routed to septic tank and soak pit.

OPERATION PHASE:

1. SOLID WASTE GENERATION

The solid wastes generated during operation phase can be categorized under three

groups:

Wet Garbage like Food waste, Lawn mowing wastes etc.

Dry Garbage such as Paper, Plastic, Bottles, etc.

Sludge from Sewage Treatment Plant (STP)

41

Domestic/Residential Waste:

This category of waste comprises the solid wastes that originate from single and

multi –family household units. These wastes are generated as a consequence of household

activities such as cooking, cleaning, repairs, hobbies, redecoration, empty containers,

packaging, clothing, old books, writing/new paper, and old furnishings. Households also

discard bulky wastes such as furniture and large appliances which cannot be repaired and

used.

Central Pollution Control Board (CPCB) has sponsored a survey to ascertain the

status of municipal solid waste disposal in metro cities, Class-I cities and Class-II towns of

India. As per the survey, the per capita generation of solid waste was found to vary from

0.019 kg/person/day to 0.747 kg/person/day. A nominal value of 0.45 kg/person/day has

been considered for a residential development and 0.25 kg/day for School building to

estimate the quantity of domestic solid waste generated due to the proposed project.

The quantity and typical characteristics of domestic solid waste likely to be

generated during operational phase are given in following table. The composition of

garbage in India indicates lower organic matter and high ash or dust contents. It has been

estimated that recyclable content in solid wastes varies from 13 to 20% and combustible

material is about 80-85%.

Quantity and characteristics of Domestic Solid waste

Quantity per day 9.6 MT/day Physical Characteristics Range (% by weight)

Paper 0.81 Plastic 0.5-0.9 Metals 0.3-0.9 Glass 0.3-0.9

Ash, Fine Earth, Stones 25-45 Vegetables, Leaves 40-75

Chemical Characteristics Range (% by weight) Moisture content 40-45

Total nitrogen 0.5-0.65 Phosphorous (as P2O5) 0.5-0.85

Potassium (as K2O) 0.7-0.8

Organic matter 32-40 Calorific value (kcal/kg) 800-1050

Source: Nationwide survey sponsored by CPCB to ascertain the status of municipal solid

waste disposal in Indian cities

42

Table1e.1: Solid waste Generation:

Sl.

No.

Description

of Module

No. of

persons

Solid Waste

Generation kg/day

Organic Waste

Generation kg/day

In-organic Waste

Generation kg/day

STP

Sludge

kg/day

1. Residential

Apartment 19,389

8,725

(@0.45kg/person/day)

5,235

(@0.27kg/day)

3,490

(@0.18kg/day) 110

2. School

Building 3,400

850


170


680

(@0.2kg/person/day) 6.5

Total 9,575 kg/day

Say 9.6 MT/day

5,405 kg/day

Say 5.4 MT/day

4,170 kg/day

Say 4.2 MT/day 116.5

Management:

Biodegradable wastes:

Biodegradable wastes will be segregated at household levels and will be processed

in proposed organic waste converter.

Non-biodegradable Wastes:

The recyclable portion like plastics, glass, metals etc. will be given to the waste

recyclers.

Hazardous wastes like waste oil from DG sets, used batteries etc. will be handed

over to the authorized hazardous waste recyclers.

E-Wastes will be collected separately & it will be handed over to authorized E-waste

recyclers for further processing.

2. SEWAGE TREATMENT PLANT

The sewage generated is about 2,326 KLD, 80% of the domestic water requirement.

This sewage will be treated in a Sewage Treatment Plants with designed capacity of 810

KLD, 490 KLD, 905 KLD & 130 KLD using Sequential Batch Reactor Technology. Sufficient

area for this plant has been earmarked in the layout plan. The treated water will be utilized

for secondary purposes like gardening, flushing. Design Details of sewage treatment plant

is enclosed in the proceeding sections.

43

Annexure – 2(a): Water Demand

WATER DEMAND DURING CONSTRUCTION

Water for construction will be sourced from external tanker water suppliers. Table-

2a.1 shows details of the water requirement during construction period.

The water used for construction gets consumed into chemical reactions with cement

and also partly gets evaporated. Hence, there will be no wastewater generation from curing

or mixing processes. However, there will be discharge of domestic wastewater to the tune

of 21m3/day. The domestic wastewater is proposed to be routed to septic tank and soak

pit.

Table 2a.1: Water Requirement for construction purpose

Sl.

No. Activity

Quantity of Works

(m3)

Rate of

water

usagem3/m3

Total

requirement

(m3)

1. Concrete curing 2,63,029 0.9 2,36,726

2. Mortar mixing and

curing for block work 1,174 0.8 939

3. Mortar mixing and

curing for plastering 2,113 0.07 148

4. Floor finishes 25,974 0.05 1,298

5. Roof works + Podium 19,257 0.05 963

Total 2,40,047

6. Domestic 300 Laborers/day 75 l/day 22.5

Construction Period 60

No. of Working Days /Month 26

Total No. of Working Days 1,560

Average Water Consumption Per Day (for Construction) 154 KLD

Average Water Consumption Per Day (for Domestic) 22.5 KLD

Source: Civil Engineering Handbook and Indian Building Handbook

44

WATER REQUIREMENT DURING OPERATION

Sources of Water:

The water will be drawn from the BWSSB. The detailed total water requirement, based on

the number of residential units and other facilities to be provided, during operational

phase is estimated as in below Table 2a.2.

Table 2a.2: Water Requirement Break up

Sl.

No.

Description

of Module

Total

Units

No. of

Person

Domestic

Water

Demand

in lpcd

Flushing

Water

Demand

in lpcd

Domestic

Water

Reqt in

liters/day

Flushing

Water

Reqt in

liters/day

Total water

Reqt in

liters/day

1. 1 BHK 343 1,715 90 45 1,54,350 77,175 2,31,525

2. 2 BHK 1,437 7,185 90 45 6,46,650 3,23,325 9,69,975

3. 3 BHK 1,537 9,222 90 45 8,29,980 4,14,990 12,44,970

4. 4 BHK 181 1,267 90 45 1,14,030 57,015 1,71,045

Total 3,498 19,389 -- -- 17,45,010 8,72,505 26,17,515

6.

Clubhouse

(10% of total

population)

-- 1,939 40 30 77,560 58,170 1,35,730

7. School

Building -- 3,400 30 15 1,02,000 51,000 1,53,000

Grand Total 19,24,570 9,81,675 29,06,245

Say 1,925 982 2,907

The total water requirement for the project during operation phase is around 2,907

KLD. It is proposed to use the treated sewage for secondary purposes such as toilet flushing

to the amount of 982 KLD. Hence, the net water demand would be about 1,925 KLD. Water

balance chart during the operation phase is shown in the Fig. 2a.1.

45

Fig. 2a.1: WATER BALANCE CHART

Recycled Water STP of capacity 810 KLD, 490 KLD,

905 KLD & 130 KLD will be provided

Startup water for flushing 982 KLD

Net fresh water requirement 1925 KLD

Recycled water for flushing 982 KLD

Domestic water demand 1925 KLD

To Sewage Treatment Plant 2326 KLD

Excess treated water

to UGD 856 KLD

For Flushing 982 KLD

90% of available STP treated water is 2093 KLD

For Landscaping 255 KLD

Total Water Requirement 2907 KLD

80% of total water requirement

46

Annexure 2(b): Construction Material Resources Requirement

Annexure 3(a): Emission Load from DG set and construction equipments during construction phase

using HSD

Pollutant

Concrete

Mixers

(3x3.73

kW/Hr)

Concrete Pump

(2x44.74 kW/Hr)

JCB Excavator

(2x50kW/Hr)

DG Set

(1x144

kW/Hr)

Earth

Rammers

(2x3.75

kW/Hr)

NOx (@9.2

g/ KW-hr) 103 824 920 1324.8 69

PM (@0.3 g

/ KW-hr) 3.35 26.84 30 43.2 2.24

HC (@1.3 g

/ KW-hr) 14.5 116.32 130 187.2 9.75

CO (@3.5 g

/ KW-hr) 39.16 313.18 350 504 26.25

Annexure 3(b): Emission Parameters of the Air Pollution Sources during operation

Sl. No. Stack Details DG Stack

(750 kVA X 14 Nos.)

DG Stack

(500 kVA X 2 Nos.)

1. No. of Stacks (DG Sets) 14 2

2. Stack height (m) 5.5 4.5

3. Stack top internal diameter (m) 0.3 0.2

4. Flow rate (cum/sec) 1.98 1.32

5. Stack exit velocity (m/sec) 28.025 42.03

6. NO2 emission, in g/s 21.42 2.04

7. SPM emission, in g/s 0.7 0.066

8. HC emission, in g/s 3.08 0.28

9. CO emission, in g/s 8.12 0.76

10. SO2 emission, in g/s 0.34 0.032

SL. NO. DESCRIPTION UNIT QUANTITY

1. Ready Mix Concrete CUM 3,17,949.39

2. Reinforcement Steel MT 36,564.179

3. Cement BAGS 24,98,983.00

4. Sand CUM 1,90,708.00

47

Annexure – A2: Rainwater Harvesting Facilities

As the growth of Bengaluru city is far ahead of the rate at which the water supply

system is being upgraded, it becomes necessary to think of alternative source of water for

the daily needs for secondary purposes like washing, gardening etc. In these lines, rain

water harvesting is gaining importance and has been a part of building by-laws.

As the project location is blessed with fairly good rainfall, it is planned to collect the

storm water at different gradients of the location. There will be rainfall runoff from

building roof-tops, roads and pavements and greenbelt area. Necessary provision will be

made to collect the quantity of rainfall runoff during the most rainy day of season.

Necessary recharge wells at regular intervals have been envisaged. The facilities to be

established for rainwater harvesting include carriage (piping) system, pre-treatment unit

(filtration) and a storage tank.

DESIGN DETAILS

Q = Runoff in m3/sec

I = Intensity of rainfall in mm/ hr.

A = Drainage area in hectares.

C = Co-efficient of run off as below

Run-off co-efficient for various types of surfaces

Open grounds, unpaved street : 0.3

Parks, lawns, gardens : 0.20 to 0.50

Macadam roads, pavements : 0.7

Asphalt pavements : 0.85 to 0.70

Water tight roof surface : 0.95

Total Run-off: ROOF TOP (Residential Apartment)

I = Intensity of rainfall : 30 mm/hr

A = Drainage area in hectares : 1.39 Ha

C = Co-efficient of run off : 0.95

Q = (C X I X A)/360 = (0.95 X 30 X 1.39)/360 = 0.110 m3/sec

Data assumed:

Considering 15 min of rainfall = 0.110 X 15 X 60 = 99 cum

48

Volume of rainwater available for harvesting is 99 cum.

This run-off is being diverted to roof top rain water collection sump, which shall be used

for domestic purposes after the necessary treatment.

Note: As per BBMP guide lines Rain water storage tank of minimum 20liters/Sqm of roof

area has been considered.

Hence, for residential apartment Rain water harvesting sump provided is 275 cum

(115 Cum, 60 Cum & 100 Cum).

Total Run-off: ROOF TOP (School Building)

As per BBMP guide lines Rain water storage tank of minimum 20liters/Sqm of roof area has

been considered. Hence, for school building (2,385 Sqmt) Rain water harvesting sump

provided is 50 cum.

Total Run-off: HARDSCAPE & DRIVEWAY




Q =(C X I X A)/360 = (0.70 X 30 X 7.18)/360 = 0.419 m3/sec

Data assumed:


Volume of rainwater available for recharging is 377 cum.

Total Run-off: GARDEN AREA




Q =(C X I X A)/360 = (0.25 X 30 X 3.67)/360 = 0.076 m3/sec

Data assumed:


Volume of rainwater available for harvesting is 69 cum.

Therefore the total Run-off from the site = 377 cum + 69 cum = 446 cum

49

Recharge Well calculation:

Now it is considered that the total depth of chamber : 3 m. BGL

Total depth of filter material in the chamber : 1.5 m

Voids in the combination of filter material : 40%

Depth of effective open space in the chamber : 1.5 m

Area of recharge chamber

Surface area of well = Total run-off from site/ effective depth of well = 212 Sqmt

Adding 10% for control unit, total area required is 233 Sqmt

Requirement of Gravity head recharge well

The geo-hydrological situation of the ground water regime in the area is such that a gravity

head recharge well of 150 mm dia and strainer length of 50m will have a recharge

efficiency of more than 20m3/day.

So the number of tube well requirement:

= Total volume available/Recharge efficiency of borewell

= 16 Nos.

Hence the area of each re-charge wells:

= Total surface area of well / no. of tube wells = 15 Sqmt.

50

Annexure A3: List of Species Proposed

Scientific Name Common Name Numbers

TREE SPECIES

Alstonia scholaris Blackboard tree 18

Annona reticulata Custard apple 20

Annona squamosa Sugar apple 20

Anthocephalus cadamba Kaduavalatige 22

Artocarpus heterophyllus Jackfruit tree 22

Azadirachta indica Neem tree 25

Brassaia actinophylla Octopus tree 19

Callistemon lanceolatus Lemon bottlebrush 18

Barringtonia asiatica Sea poison tree 17

Erythrina cristagalli Cockspur coral tree 17

Eugenia jambolana Nerale tree 20

Lagerstroemia speciosa Pride of India 18

Michelia champaca Sampige tree 25

Millingtonia hortensis Indian cork tree 18

Mangifera indica Mango tree 25

Manilkar azapota Chiku Tree 25

Plumeria obtusa White plumeria 22

Pongamia pinnata Indian beech 23

Spathodea campanulata African tulip tree 22

Swietenia mahagoni West Indian mahogany 19

Tabebuia argentea Silver Trumpet Tree 18

Tabebuia rosea Pink Trumpet Tree 25

Total 458

51

Scientific Name Common Name SHRUBS

Allamanda neriifolia Bush Allamanda Brunfelsia calycina --

Canna generalis Canna lily Cestrum nocturnum Night-blooming jasmine

Costus speciosus Crepe Ginger Dracaena marginata tricolor Madagascar dragon tree

Galphimia glauca Slender goldshower Hamelia patens Fire bush

Hibiscus variegated Hibiscus Leea rubra Red Leea

Pandanus tectorius Tahitian screwpine Plumbago capensis Plumbago

Tabernaemontana coronaria Crape jasmine PALMS

Licuala grandis Grand Licuala Palm Phoenix sylvestris Silver Date Palm

Pritchardia pacifica Fiji fan palm Roystonea olercea Cuban royal palm

Wodyetia bifurcata foxtail palm

Scientific Name Common Name

BAMBOO Bambusa vulgaris Golden Bamboo

CLIMBERS Bougainvillea glabra formosa Paper Flower

Thunbergia grandiflora Blue skyflower GROUND COVERS

Crinum asiaticum Spider lily Dianella tasmanica Tasman flax lily

Hymenocallis speciosa Green-tinge spiderlily Ipomea batatas Sweet potato Lantana camara Big-sage

Ophiopogon jaburan Mondo grass Pennisetum rueppeli Fountain Grass Red Turneria ulmifolia Yellow alder Wedelia trilobata Yellow dots

Zephryanthus candida White fairy lily

52

Annexure10: ENVIRONMENTAL MANAGEMENT PLAN

10.1 INTRODUCTION

The Environmental Management Plan (EMP) is aimed at mitigating the possible

adverse impact of a project and ensuring the existing environmental quality. The EMP

converse all aspects of planning, construction and operation of the project relevant to

environment. It is essential to implement the EMP right from the planning stage continuing

throughout the construction and operation stage. Therefore the main purpose of the

Environmental Management Plan (EMP) is to identify the project specific activities that

would have to be considered for the significant adverse impacts and the mitigation

measures required.

The construction phase impacts are mostly short term, restricted to the plot area

and not envisaged on the larger scale. In the operational phase the environmental impacts

are due to continuous operation of the project, hence, the emphasis in the Environment

Management plan (EMP) is to minimize such impacts. The following mitigation measures

are recommended in order to synchronize the economic development of the project area

with the environmental protection of the region.

The emphasis on the EMP development is on the following;

Incorporating Green Building concept from the Design to Implementation stage.

Mitigation measures for each of the activities causing the environmental impact.

Monitoring plans for checking activities and environmental parameters and

monitoring responsibilities.

Role responsibilities and resource allocation for monitoring; and

Implementation of the Scheduled plan.

Environmental management plan has been discussed in the following sections

separately for Construction phase and Operational phase:

10.2 EMP DURING CONSTRUCTION PHASE

During Construction phase, the activities which need to be monitored and managed

from the point of pollution are explained in detail in the subsequent sections.

53

10.2.1LEVELLING AND SITE CLEARANCE

At present the project site is being used as farm land which consists of Coconut

trees, Guava trees, Jackfruit trees, Mango trees, Sapota trees, Silver trees and Banana

plantation with few sheds. These will be cleared during site preparation. The site has an

average level difference of 8.5m, so levelling and excavation will be done for basement

preparation and it will be restricted to minimize the excavation.

Table 10.1: Environmental Management during Levelling and Site Clearance

Environmental

Impacts Mitigation Remarks

Noise generation:

Caused due to

Excavators and

Bulldozers

Most optimum no. of operation by the heavy

equipment.

Selection of equipment with less noise

generation to be used.

The earth moving equipment shall be

periodically checked and maintained for

noise levels.

The workers shall be provided with adequate

PPE such as ear plugs to reduce impact of

high noise levels.

To reduce noise level,

Equipment provided with

noise control devices is

only used.

Dust generation:

Levelling operations

results in the

emission of the dust.

The site cleared shall be periodically watered

to reduce emission of dust particles.

Barricades will be provided all around the

site to suppress the dust.

The workers shall be provided with PPE such

as nose masks and goggles to reduce impact

on health.

The construction water

requirement will be

sourced from external

authorized tanker water

suppliers.

54

10.2.2 TRANSPORTATION OF CONSTRUCTION MATERIALS

During the transportation of construction materials, minimum no. of vehicles will be

used. Most optimum route is planned to reduce the impact of transportation activity on the

environment.

Table10.2: Environmental Management during Transportation

Environmental

Impacts Mitigation

Noise generation Quality fuel is used.

Periodic maintenance of vehicles is required.

Dust generation Quality packaging of the construction materials.

Construction materials shall be covered with tarpaulin sheets

to prevent the material from being air borne.

The vehicle speed shall be regulated.

The workers transporting materials shall be provided with PPE

such as nose masks to reduce impact of air borne dust on their

health.

Wheel washing facilities shall be provided for all vehicles.

Vehicular

emissions

Periodic emission check for vehicles is required.

Clean fuel shall be used for vehicles.

10.2.3 CONSTRUCTION ACTIVITIES

During the construction work, the following impacts are identified to monitor and

mitigate the level of impact.

55

Table 10.3: Environmental Management during Construction

Environmental

impacts

Mitigation Remarks

Noise generation Selection of less noise generating

equipment.

Personnel Protective Equipment (PPE)

such as ear plugs and helmets shall be

provided for construction workers.

The working hours shall be imposed on

construction workers.

Implementation

responsibility:

Contractor – Civil

Works.

Dust generation PPE in the form of nose masks and goggles

shall be provided for construction workers.

Use of water sprays to prevent the dust

from being air borne.

Providing barricades all around the project

site.

Implementation

responsibility:

Contractor.

Water Discharge

from construction

works

Sewage generated will be routed to septic

tank and soak pit.

Implementation

responsibility:

Contractor

Air Emissions from

construction

machinery

Periodic check and regular maintenance of

construction machinery for emissions.

Clean fuel shall be used in equipments.

Implementation

responsibility:

Contractor

10.2.3.1 WASTEWATER DISCHARGE

The sewage generated from the construction labours during construction is

estimated to be about 21 KLD. This will be routed to septic tank and soak pit.

10.2.3.2DISPOSAL OF EXCAVATED EARTH

The excavated earth which is generated during construction will be reused for

development of landscape and pavement area formation therefore there will not be any

solid waste problem from the generation of construction excavated earth.

56

10.2.3.3 PERSONNEL SAFETY SYSTEM

It is planned to adopt the safe working practices which shall govern all construction

works undertaken throughout the project. Following Safety Aids to all labourers will be

provided:

Safety Helmets

Safety Belts/harness

Safety Shoes

Hand gloves

Gumboots while concreting

Safety Goggles while welding/ Stone dressing etc.

Face masks and full body kit while Pest control

Implementation of Safety procedures such as:

Using proper lifting techniques.

Using Safe Scaffolds.

Hot work permits for Fabrication and welding.

Height Work Permits

BUDGETARY ALLOCATION FOR EMP DURING CONSTRUCTION

Sl. No. EMP Aspects Cost

Capital Investment In Lakh

1. Barricades all-round the site 4.6

Total 4.6

During Construction Lakhs/annum

1. Purchase of water from external authorized suppliers 55.5

2. Disposal of Solid Waste from project site 3.0

3. Plantations of saplings around the periphery and

maintenance

5.0

4. Environmental Monitoring –Air, water, Noise 2.0

5. EMP cell 5.4

Total 70.9 = 80.0

57

10.3 EMP DURING OPERATION PHASE

Following are the identified operational phase activities in the impact assessment,

which may have impact on the environment.

Air quality

Water quality

Noise quality

Solid waste disposal

Landscape development

Storm water management

10.3.1 AIR QUALITY MANAGEMENT

The air pollutants likely to be emitted from the proposed project are SPM, SO2, NO2,

HC and CO mainly due to burning of liquid fuel (HSD) in DG.

Exhaust from DG set will be emitted from stack of adequate height for dispersion of

gaseous pollutants. The green belt development is also proposed. Following table presents

the EMP for air quality management during operation phase.

Table 10.4: Air Quality Management during Operation Phase

Environmental

Impacts Mitigation

DG set Equipment selected will ensure the exhaust emission

standard as prescribed as per the latest amendments

from the CPCB.

DG will be used as stand-by unit.

Periodic check and maintenance.

Ambient air quality Ambient air quality monitoring as per the prescribed

norms at regular interval.

58

10.3.2 WATER QUALITY MANAGEMENT

Water requirement of the project will be met through BWSSB, as mentioned earlier.

Water balance is presented in earlier section.

The sewage generated from the proposed project is about 2,326 KLD which will be

treated in the proposed STP’s of capacity 810 KLD, 490 KLD, 905 KLD & 130 KLD. The

treatment scheme for domestic effluents generated from project has also been discussed in

Annexure 2(a). Treated water will be reused for flushing and for gardening. Following table

presents the EMP for water quality.

Table 10.5: Water Quality Management during Operation Phase

Environmental impacts Mitigation

Effluent from domestic water

consumption

Treated with proposed state-of-the-art

sewage treatment plant to produce tertiary

treated water this is ultimately reused for

secondary purposes such as for flushing and

for gardening.

Water conservation measures will be

encouraged

10.3.3 NOISE MANAGEMENT

High noise generating units such as DG set will be provided with acoustic

enclosures. Landscape on the project boundary will further act as noise barrier and helps

in attenuation of noise. Following table presents the EMP for noise levels.

Table 10.6: Noise Management during Operation Phase

Environmental

Impacts Mitigation

Noise from DG set

area

Acoustic enclosures will be provided to DG set.

DG set will be installed in an area (utility section) where

the access will be restricted.

The use of PPE (ear plugs) will be mandatory in this area.

Selection of equipment to ensure that the residual noise

level of <75 dB (A).

Noise levels will be checked periodically using a noise

dosimeter.

59

10.3.4 SOLID WASTE MANAGEMENT

The solid wastes generated during operation phase can be categorized under three

types:

Wet Garbage: Food waste, Lawn mowing wastes etc

Dry Garbage : Paper, Plastic, Bottles, etc.

Sludge from Sewage Treatment Plant (STP)

The solid waste generated in the premises is estimated to be about 9.6 MT/day. Out

of 9.6 MT, 5.4 MT is biodegradable waste & 4.2 MT is recyclable wastes. Further this

biodegradable wastes will be segregated at household levels and will be processed in

organic waste converter and the recyclable wastes such as plastic materials, glass & metal

wastes will be handed over to the waste recyclers.

The sludge from the STP is estimated to be about 116.5 kg/day and will be used as

manure for gardening purpose after taking it through filter press.

The various mitigation measures to be adopted during collection and disposal of

wastes are as follows:

It is preferable that the container and bins used for collection of waste should be of

closed type so that the waste is not exposed and thus the possibility of spreading of

disease through flies and mosquitoes will be minimized.

Collection system should be properly supervised so that quick and regular removal

of waste from the dustbin is practiced.

Door to door collection shall be done in each unit to collect the solid wastes. The

biodegradable wastes will be processed in organic waste converter and recyclable

wastes such as plastic materials, glass & metal wastes are handed over to the waste

recyclers; E-Wastes will be collected separately & it will be handed over to authorize

E-waste recyclers for further processing.

10.3.5 LANDSCAPE DEVELOPMENT

Vegetation is the natural extension of the soil ecosystem on a site. It can provide

summer shade, wind protection, and a low-maintenance landscape that is adapted to the

local environment. Unfortunately, the common practice is to remove the existing landscape

cover and replace with a generic, water and maintenance-intensive lawn.

60

Following approach will be adopted for vegetation and ground management.

It is planned to include an ecologically knowledgeable landscape architect as an

integral member of the design team.

Preservation of existing vegetation, especially native plants, will possibly be

incorporated. Avoid fencing off property where possible to make landscape available to

community increasing project integration.

Decrease paving and monoculture lawns.

Avoid replacing mature trees with young seedlings.

Protect existing plants during construction. Delineate the “drip line” around trees

and demark or fence off areas to avoid damage.

Contain heavy equipment and stockpiling areas to predefined areas.

Design new plantings as diverse communities of species well adapted to the site.

Plant native species of varying ages. Select vegetation that attracts wildlife.

Avoid invasive species and monocultures (same species, same age).

10.3.6 STORM WATER MANAGEMENT

As the project location is blessed with fairly good rainfall, it is planned to collect the

storm water at different gradients of the location. There will be rainfall runoff from

building roof-tops, roads and pavements and landscape area. Necessary provision will be

made to collect the quantity of rainfall runoff during the most rainy day of season.

Necessary rain harvesting pit /recharge well at equal intervals around the periphery of the

site have been envisaged. A garland drains with RCC precast perforated cover will be

provided around the periphery of property. The details of the rain water harvesting

facilities are interpreted in the earlier section.

10.3.7HEALTH, RISK AND DISASTER MANAGEMENT

Public health and safety

Since all the construction related activities shall be confined to the project site,

minimal health related impacts are envisaged within the project influenced area during the

construction stage.

61

At the project site on an average of 300 persons will be engaged, who face direct

exposure to dust and noise generated from the construction activity. This is likely to cause

health related affects such as asthma, bronchitis etc. and hearing impairments respectively.

To minimize these anticipated impacts, suitable actions like

Use of water sprinklers to prevent dust from being air borne.

Providing suitable personal protective equipments (PPE) like mouth mask with

filters, nose mask, helmets, goggles etc.

Periodic health checkup camp for the labourers will be arranged.

Provision of safety belts.

In case of injury, on site medical treatment and transport will be organized.

Employing a safety engineer.

Due to operation of the proposed project, there will be enhancement in public health

and safety.

Regular visit of resident medical officer to take care of the first aid and primary

medication in case of emergency for apartment occupants and labourers.

First aid kit with primary medicines will always be available in the medical

centre.

Display of action plan and preparedness measures during emergency situations.

Risk and disaster management plan

Disaster is an unexpected event due to sudden failure of the system, external

threats, internal disturbances, earth quakes, fire and accidents. Thus an appropriate

management plan shall be incorporated.

Precautions

Once the likelihood of the disaster is suspected, preventive actions should be

undertaken by the project in-charge.

Conditional maintenance of equipments, materials, and expertise for use

during emergency.

The electrical systems shall be provided with automatic circuit breakers

activated by over current.

62

Fire extinguishers are provided at pre-notified locations inside the

apartments.

Proper escape routes are planned and displayed in the public domain.

Selected representatives are given proper training to guide other inhabitants

during fire accidents.

Periodic awareness programme and mock drills are conducted for the

occupants on their roles during emergency situations.

Important telephone numbers like police authorities, fire department and hospitals

etc. for use during emergency situations are made available.

10.3.8 EMP IMPLEMENTATION SCHEDULE

Phased according to the priority, the implementation schedule is presented in below

table.

Table 10.7: Implementation Schedule for EMP

Sl.

No.

Recommendations Requirement

1. Air pollution control measures Before commissioning of respective

units.

2. Water pollution control

measures

Before commissioning of the project.

3.

Noise control measures Along with the commissioning of the

project.

4. Solid waste management During commissioning of the project.

5. Green belt development Stage-wise implementation.

The responsibility of EMP implementation lies with the project promoter for a

period of 5 years. Once the project is established, the EMP responsibility will be properly

handed over with clearly defined procedures and guidelines.

63

10.3.9 ENVIRONMENTAL MONITORING ROUTINES

A comprehensive monitoring programme is suggested in below table:

Table 10.8: Monitoring Schedule for Environmental Parameters

Sl. No. Particulars Monitoring frequency

Duration of monitoring

Important parameters for

monitoring I. Air Quality 1. Ambient Air monitoring Project premises Once in 3

months 24 hourly

sample PM2.5, PM10, SO2,

NOx 2. Stack Monitoring Once in 3

months Grab SO2 , SPM, NO2, HC,

CO II Water and Wastewater Quality 1. Water Quality i. Ground water at two

locations (up-gradient and down-gradient) of treated effluent discharge area/ land

Once in 3 months

Grab As per KSPCB requirements

2. Waste water quality i. Inlet to STP Daily Composite - ii. Treated effluent prior to

discharge Daily Composite As per urban reuse

standards III Soil Quality 1. Within project premises at

1 location on effluent discharging area / land

Once in 3 months

Composite Sample

As per KSPCB requirements

2. Ecological preservation and up-gradation

Seasonal Visual observations

Survival rate

IV Noise Monitoring 1. Project premises Once in 3

months Day and Night As per KSPCB

requirements

10.4ENVIRONMENTAL LEGISLATIONS

There are many Environmental Acts & Rules which are formulated by Ministry of

Environment, Forest and Climate Change (MoEFCC) for the prevention of Environmental

squalor and are to be complied by the Industry. All the regulations are not applicable to all.

The Act and Rules which are to be constantly perused and followed by the Industry are

enumerated in the following section.

64

Table 10.9: Particulars of Environmental Legislations

YEAR OF

ENACTMENT LEGISLATION

1974 The Water (Prevention and Control of Pollution) Act.

1975 The Water (Prevention and Control of Pollution) Rules.

1977 The Water (Prevention and Control of Pollution) Cess Act.

1978 The Water (Prevention and Control of Pollution) Cess Rules.

1988 The Water (Prevention and Control of Pollution) as amended.

1981 The Air (Prevention and Control of Pollution) Act.

1987 The Air (Prevention and Control of Pollution) and as amended.

1986 The Environment (Protection) Rules.

1991 The Environment (Protection) Rules (Amended).

10.4.1 ENVIRONMENT PROTECTION ACT & RULES

Among the various notifications coming under the Environment (Protection) Act,

following are the notifications applicable to this project:

Table 10.10: Notifications under Environmental Protection Act & Rules

YEAR OF

NOTIFICATION RULES

1989 The Hazardous Waste (Management & Handling) Rules

2000 & 2003 The Hazardous Waste (Management & Handling) Rules

(amended)

2008 The Hazardous Wastes (Management, Handling &

Transboundary Movement) Rules

2016 The Hazardous and Other Wastes (Management, Handling &

Transboundary Movement) Rules.

1992/1993 Environmental Statement

2000 Noise Pollution (Regulation & Control) Rules and

Amendment Rule 2006

2000 Municipal Solid Wastes (Management & Handling) Rules

2016 Solid Waste Management Rules (amended).

2002 D.G. Rules

65

The Hazardous Waste (Management &Handling) Rules 1989 (latest amendment

2008 and 2016)

The DG Set Waste/used oil is included in the schedule-1 of list of Hazardous Waste

under Serial No.5 which states as under:

“Used/spent oil (category No.5.1) generated from industrial operations.

Using mineral/synthetic oil as lubricant in hydraulic systems or other

applications”.

Used oil defined under Rule 3 (34) means any oilderived from crude oil or mixtures

containing synthetic oil including used engine oil, gear oil, hydraulic oil, turbine oil,

compressor oil, industrial gear oil, heat transfer oil, transformer oil, spent oil and their tank

bottom sludge and suitable for re-refining, if it meets the specifications laid down in

Schedule 5, but does not include waste oil.

Responsibility of the occupier and operator of a facility for handling of the wastes is

delineated as under:

1. The Occupier and the operator of a facility shall be responsible for proper collection,

reception, treatment, storage and disposal of hazardous wastes listed in schedule –

1, 2 and3 {Rule 4(1)}

2. It shall be the responsibility of the occupier and the operator of a facility, to take all

steps to ensure that the wastes listed in schedule 1,2 and 3 are properly handled

and disposed of without any adverse effects to the environment {Rule 4(3)}.

3. Hazardous wastes shall be collected, treated, stored and disposed of only in such

facilities as may be authorized for this purpose {Rule 5(1)}.

4. Every occupier handling, or a recycler recycling, hazardous wastes shall make

application in Form-1 to the Member Secretary, State Pollution Control Board or

committee, as the case may be or any Officer designated by the State Pollution

Control Board of committee for the grant of authorization for any of the said

activities { Rule 5(2) }.

5. The Occupier or operator of a facility shall ensure that the hazardous wastes are

packaged, based on the composition in the manner suitable for handling, storage,

and transport and the labeling and packaging shall be easily visible and be able to

withstand physical conditions and climatic factors {Rule 7(1)}.

66

6. Packaging, labeling and transport of hazardous wastes shall be in accordance with

provisions of the rules made by the Central Government under the Motor Vehicles

Act 1988 and other guidelines issued from time to time { Rule 7(2)}.

7. All Hazardous waste containers shall be provided with a general label as given in

Form-8 of Hazardous Waste (Management Handling) Rules 1989 as amended there

after {Rule 7(3)}.

8. The Occupier shall prepare six copies of the manifest in Form 9 comprising of colour

code indicated below (all six copies to be signed by transporter) {Rule 7(4)}.

9. The Occupier generating hazardous waste and operator of a facility for collection,

reception, treatment, transport, storage and disposal of hazardous waste shall

maintain records of such operations in Form-3 {Rule 9(1)}.

10. The occupier or an operator of a facility shall send annual reports to the State

Pollution Control Board or committee in Form-4 {Rule 9(2)}.

11. Where an accident occurs at the facility or on a hazardous waste site or during

transportation of hazardous waste the occupier or Operator of a facility shall report

immediately to the State Pollution Control Board or committee about the accident in

Form-5 {Rule 10}.

12. No owner or occupier generating non-ferrous metal waste specified in schedule 4 or

generating used oil or waste oil of ten tons or more per annum shall sell or auction

such non-ferrous metal wastes, used oil or waste oil to a registered re-refiner or

recycler, as the case may be, who undertakes to re-refine or recycle the waste within

the period of validity of his certificate of registration (Rule 20(1)).

67

Table 10.11: Colour Code for the manifest copies

Copy number with

Color Code Purpose

Copy 1 (White) To be forwarded by the occupier to the State Pollution

Control Board or Committee.

Copy 2 (Yellow) To be retained by the occupier after taking signature on it

from the transporter and rest of the four copies to be

carried by the transporter

Copy 3 (Pink) To be retained by the operator of the facility after

Signature

Copy 4 (Orange) To be returned to the transporter by the operator of

Facility after accepting waste

Copy 5 (Green)

To be returned by the operator of the facility to State

Pollution Control Board/Committee after treatment and

disposal of wastes

Copy 6 (blue) To be returned by the operator of the facility to the

occupier after treatment and disposal of wastes.

ENVIRONMENTAL STATEMENT:

Under rule 14 of the Environmental Protection Rules 1986, every person carrying

on an industry, operation or process requiring Consent under Section 25 of Water

(Prevention and Control of Pollution) Act, 1974 (6 of 1974) or under Section 21 of the Air

(Prevention and Control of Pollution) Act 1981 (14 of 1981) or both or Authorization

under the Hazardous Waste (Management, Handling and Transboundary Movement) Rules,

2016 issued under the Environment (Protection ) Act, 1986 (29 of 1986) shall submit an

Environmental Statement Report for the financial year ending the 31st March in Form-V to

the concerned State Pollution Control Board on or before 15th Day of September every year.

ENVIRONMENTAL PROTECTION FOR DEVELOPMENT AND PROTECTION OF GROUND

WATER:

These rules are applicable for:

Extraction of ground water for any use, except for drinking and domestic purpose.

Clearance of well constructions.

Control on disposal of untreated/ treated urban & Industrial wastes.

68

Pumping of ground water within the limits laid by the Authority.

Planning & implementations of project for enhancing recharge of ground water.

Reassessment of ground water resources as per the directions of the authority.

Sale of ground water.

Registration of ground water abstractions structures.

Supply of data on demand on the structure, Pumping, and usage of ground water

etc.,

Change in H.P. of the pump without approval.

Clearance of solid & liquid waste disposal sites.

Clearance for setting up of ground water based industries.

Conservation & artificial recharge of ground water including roof-top runoff

harvesting & storm water recharge etc.

Degradation of quality of ground water on account of ground water extraction.

The existing users of ground water resources as enumerated above shall obtain

permission for the grant of a certificate of registration from Central Ground Water

Authority New Delhi.

BUDGETARY ALLOCATION FOR EMP DURING OPERATION

Sl. No. EMP Aspect Cost in Rs

Capital Investment In Lakh

1. Sewage Treatment Plant 150

2. Rainwater harvesting facilities 8.5

3. Landscape development 30.0

4. Acoustic & Stacks for DG sets 24.0

5. Organic Waste Converter 6.0

Total 218.5 Operation Investment Lakh/ Annum

1. STP Maintenance 10.5

2. Landscape Maintenance 9.0

3. OWC Maintenance 8.0

4. EMP Cell 5.4

5. Environmental Monitoring-Air, Water, Noise 2.0 Total 34.9 say 35

1

PROPOSED TERMS OF REFERENCE

FOR



AT

SY. NOS. 28/4, 29/2, 31/1, 31/2, 32/1, 32/2, 36/1,

CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,


BENGALURU.

PROMOTER

M/s. PRESTIGE SOUTH CITY HOLDINGS

BENGALURU

PREPARED BY

M/s. A&N TECHNOLOGIES

# 855, 3RD FLOOR, 6TH MAIN,

BEHIND RAGI GUDDA, J P NAGAR 2ND PHASE,

BENGALURU-560 078

PH: (080) 64500227, 41209283

~~~~~*****~~~~~




AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,


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A & N Technologies, Bengaluru

1. INTRODUCTION

1.1 PREAMBLE

Environmental protection and sustainable development have been the cornerstones of

the policies and procedures governing the industrial and other developmental activities in

India. Ministry of Environment, Forests & Climate Change has taken several policy initiatives

and enacted environmental and pollution control legislations to prevent indiscriminate

exploitation of natural resources and to promote integration of environmental concerns in

developmental projects; one such initiative is the Notification on Environmental Impact

Assessment (EIA) of developmental projects issued on 27.1.1994 under the provisions of

Environment (Protection) Act, 1986, amended on 07.07.2004 & included for certain criteria’s of

construction projects including new townships, settlement colonies, commercial complexes,

hospitals and office complexes to obtain environmental clearance. Further this notification was

amended as Environmental Impact Assessment Notification S.O.1533 (E) of 14th September

2006 and as amended Notification S.O.3067 (E) dated 1st December 2009 and further amended

Notification No. SO.3999 (E) dated 9th December 2016 making mandatory for specified

categories of developmental projects to obtain Environmental Clearance.

TOR has been prepared as per EIA GUIDANCE MANUAL for Building, Construction,

Township and Area Developmental Projects prepared by Administrative Staff College of India,

Hyderabad dated February 2010 and Standard Terms of Reference (TOR) for EIA & EMP report

for projects/activities requiring Environmental Clearance under EIA notification 2006 released

by Ministry of Environment, Forests & Climate Change, April 2015.

1.2 PROFILE OF THE PROMOTERS

‘The Prestige Group’ - Add Prestige to your life...

Over the last decade, the Prestige Group has firmly established itself as one of the leading

and most successful developers of real estate in India by imprinting its indelible mark across all






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asset classes. Founded in 1986, the group's turnover is today in excess of Rs. 3518 Cr (for FY 15);

a leap that has been inspired by CMD Irfan Razack and marshaled by his brothers Rezwan

Razack and Noaman Razack. Having completed 199 projects covering over 73.70 million Sqft,

currently the company has 65 ongoing projects spanning 65.68 million Sqft and 36 upcoming

projects aggregating to 47.28 million Sqft of world-class real estate space across asset classes. In

October 2010, the Prestige Group also successfully entered the Capital Market with an Initial

Public Offering of Rs. 1200 cr.

The company has diversified over time into a number of related / non-related services,

each of them spearheaded by individuals with adroit capacity. Services are as varied as the

interior designing done by Morph Design Company (MDC) and the redefinition of elegance and

suave in men's formal dressing by Prestige Fashions (P) Ltd. They are also the only developers in

South India to boast of such a widely diverse portfolio covering the residential, commercial,

retail, leisure and hospitality segments.

Now with 199 landmark developments across the city, the company has extended its

expertise to major cities across South India including Chennai, Hyderabad, Kochi, Mysore,

Mangalore and Goa. Giving each city an unparalleled experience with landmark malls on the

lines of 'The Forum', large townships, tech parks, hotels, luxury villas, and SEZs. The company

already has several successful completed and ongoing projects in Chennai to its credit, spanning

the commercial and retail segments.

The Prestige Group today has become a name that is synonymous with innovation. The

company has pioneered many landmark developments and introduced many firsts to South

India.

The Prestige Group is the only developer from Bengaluru to receive the reputed FIABCI

award for their software and residential facilities. At the Asian Brand Conclave this year, Prestige

Group was awarded the "Admired Brand of Asia" in the category of Real Estate while Mr. Irfan

Razack was chosen as the "Admired Leader of Asia 2014-15". Among other laurels, the

company's Investor Relationship (IR) Programme, was ranked as Second Best in Asia and the






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Best in India by the Institutional Investor (II) magazine's 2014 All-Asia Executive Team

Rankings. Prestige is the only CRISIL DA1 rated Developer in India and was recently awarded

the financial rating of A-by ICRA. They have also won a plethora of international and national

awards over the last few years, across categories, including the Asia Pacific Property Awards,

Asia Pacific Hotel Awards, Cityscape Awards, Indian Realty Awards, Srishti Good Green

Governance Awards, Pevonia Asia Spa Awards, Builder's Association of India (BAI) and

Confederation of Real Estate Developers, Associations of India (CREDAI) Awards, and many

more.

TABLE: DETAILS OF PROJECT PROPONENT

SL. NO. DESCRIPTION DETAILS 1. Name & contact address M/s. Prestige South City Holdings,

The Falcon House, No: 1, Main Guard Cross Road, Bengaluru-560 001. Tel: +91 80 25591080 Fax: + 91 80 25591945 e-mail: [email protected]

2. Implementing Organization

M/s. Prestige South City Holdings,

3. Project Consultants Enclosed as Annexure - 1

ANNEXURE - 1

PROJECT CONSULTANTS SL. NO. DESCRIPTION DETAILS

1. Environmental M/s. A & N Technologies,

Bengaluru

2. Architect M/s. RSP Design Consultants (I) Pvt. Ltd.

Bengaluru

3. PHE & Fire M/s. Design Tree Service Consultants Pvt. Ltd,

Bengaluru

4. Electrical M/s. Design Tree Service Consultants Pvt. Ltd,

Bengaluru

5. Structural M/s. Ducon Consultants Pvt Ltd.

Bengaluru






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1.3 LAND DESCRIPTION

As per Bengaluru Development Authority (BDA), Revised Master Plan – 2015, the

proposed project site is designated as Residential Main Zone & Industrial Zone. The Land


industrial zone.

APPLICABLE REGULATIONS AND STANDARDS

The proposed project site comes under Bengaluru Development Authority (BDA). With

respect to prevention and control of environmental pollution, the proposed project is governed

by the following Acts and Rules of MoEFCC.

Water (Prevention and control of Pollution) Act, 1974 as amended in 1988.

Air (Prevention and control of Pollution) Act, 1981 as amended in 1987.

Environmental (Protection) Act, 1986 amended 1991 and Environmental (Protection)

Rules, 1986 and amendments thereafter;

Hazardous Waste (Management & Handling) Rules 1989 (latest amendment 2008 and

2016).

The Noise Pollution (Regulation & Control) Rules, 2000 and as amended in 2002, 2006

and 2010.

Municipal Solid Waste (Management and Handling) Rules, 2000 and as amended in 2016.

As per the EIA notification, dated 07.07.2004 as amend in 14.09.2006, 01.01.2009,

01.12.2009, 22.12.2014 and 09.12.2016.

Stating that for any project or activity specified in Category A in the item 8(b) of schedule

i.e. Township and area development projects crossing the built up area of 3, 00,000 Sqmt, TOR

should be conveyed to IAA (Impact Assessment Authority), based on the approved TOR, EIA

studies should be conducted which also includes an Environmental Management Plan for the

mitigation of these impacts. The applicable standards for the proposed project will be discussed

in detail in the EIA report.






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1.4 LITIGATION PENDING AGAINST THE PROPOSED PROJECT

There are no litigations, directions or orders passed by any court of law for the project.

2. PROJECT DESCRIPTION

2.1 GOAL AND OBJECTIVES

Providing a broad spectrum of integrated solutions.

Meeting and exceeding customer needs and expectations.

Adopting the latest technologies to deliver state-of-the-art developments with great

care and detailing.

Ensuring conservation and development of eco-friendly projects.

Making continuous improvement in all areas of activity based on customer inputs in

order to improve customer satisfaction.

Contributing to the welfare of society.

2.2 DESCRIPTION OF THE PROPOSED PROJECT

In an effort to fulfill the increasing demand for dwelling units, the promoter “Prestige

Group” came into being with the sole aim of providing quality residential apartments for the

people of different strata. One of such projects, envisioned by M/s. Prestige South City Holdings

is being proposed to develop residential apartments at Sy. Nos. 28/4, 29/2, 31/1, 31/2, 32/1,

32/2, 36/1, Chikkabidarakallu Village, Dasanapura Hobli, Nelamangala Taluk (Presently

Bengaluru North Taluk), Bengaluru encompassing an area of 1,35,063.82 Sqmt (33 Acres 15

Guntas).

The Proposed Project involves development of residential apartments comprising

3,498 Nos. of residential apartments in 5 Buildings (15 Towers), a club house and a school

building. The apartments are sprawled across 2B+G+25UF/26UF/27UF/28UF/29UF/30UF

with a maximum height of 95.0m, the Clubhouse in G+2UF and a school building in B+G+4UF.






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2.2.1 BASIC INFORMATION

1. Project Name Prestige Jindal City

2. Project Type Proposed Residential Development

3. Total Site Area 1,35,063.82 Sqmt (33 Acres 15 Guntas)

4. Total Built up Area 5,81,436.56 Sqmt

5. Total Ground coverage Area 14,015.56 Sqmt (12.13%)

6. Total Landscape Area 47,299.35 Sqmt (40.95%) and addition to this

9,350.35 Sqmt (8.09%) will be added as a buffer

zone.

7. Max. Height of the Building 95.0 m

8. Total No. of units 3,498 Nos. of residential apartments in 5 Buildings

(15 Towers), a club house and a school building.

9. Total Number of contributing

population

19,389 Nos. of occupants from the residential

apartment and 3,400 Nos. from the school building.

10. Source of water & requirement Source: BWSSB

Total water requirement: 2,907 KLD

For Domestic Purposes: 1,925 KLD

For Flushing: 982 KLD

11. Source of power & requirement Source: BESCOM

Power requirement - 20,625 kW

Transformers capacity – 500 kVA X 50 Nos.

DG sets capacity - 750 kVA X 14 Nos. and 500 kVA

X 2 Nos.

12. Transportation Connectivity Nearest Railway Station:

i. Chikkabanavara Railway Station, which is

around 6.5 km from the project site.

ii. Yeshwanthapura Railway Station, which is






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iii. Bengaluru city Railway station, which is

around 16 km from the project site.

Nearest Airport:

Kempegowda International Airport is around 39

km from project site.

13. Parking Requirements Required number of car parks: 3,777 Nos.

Provided number of car parks: 3,780 Nos.

14. Type of building material to be

used

Energy efficient/alternative building materials will

be used.

15. Environmental Liability of the site There are no such environmental liabilities

towards the proposed project.

16. Existing structure / Type of

material – Demolition debris etc

At present the project site is being used as farm

land which consists of Coconut trees, Guava trees,

Jackfruit trees, Mango trees, Sapota trees, Silver

trees and Banana plantation. These will be cleared

during site preparation






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2.3 SITE SELECTION

Environmental impacts of construction and operation are established during the early

phases of site selection and planning. Site selection, planning and design form an important

stage in the development of the project and will determine their environmental impacts

throughout the construction & operation stage of the proposed project.

Following procedures are considered during site selection:

From the project there should not be any negative impact to the existing bio

diversity & ecosystems of the site.

From the project there should not be any disturbance to the heritage & cultural

values such as protected monuments.

Geographical latitude and microclimatic factors such as wind loads & solar access

will be assessed.

Natural topography & landscape will be given clearly.

Based on the infrastructure & utilities available the site is selected.

Site is selected in light of a holistic perspective of land use, development intensity,

social well-being and preservation of the environment.

Proposed land use will conform to the approved Master Plan/ Development plan

of the area. If there is no approved plan, consent from appropriate authority will

be taken & will be submitted for Environmental Clearance.

2.4 MAN POWER REQUIREMENT

The list of manpower requirements for the proposed project is given in the below table

format.






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TABLE: MAN POWER REQUIREMENT

SL. NO MAN POWER NOS.

1. Project Manager 3

2. Safety Officer 8

3. Senior Engineer (Planning/ QS) 8

4. Senior Engineer (Execution) 10

5. Engineer / AE / JE (Execution) 15

6. Supervisor 18

7. Stores Officer 10

8. Stores Assistant 12

9. Asst Admin & Accounts 4

10. Masons 15

11. Labors 300

12. Electricians 18

13. Electrician Helpers 25

14. Plumber 18

15. Plumber Helpers 15

16. Carpenters 15

17. Carpenter Helpers 20

18. Tile Fitters 40

19. Tile Fitting Helpers 60

20. Miscellaneous 25

21. Painters 15

22. Painting Helpers 20

2.5 PROJECT IMPLEMENTATION SCHEDULE

The details of project implementation schedule will be included in the EIA report.






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FIG-1: AERIAL VIEW COVERING 500m RADIUS

Project Site

500m

Shrikantapura

Jindal Aluminium

Ltd Ravi

Kirloskar

Layout

Towards

Nelamangala

Towards

Bengaluru City

NH-4

Chikkabidarakallu



Bagalakunte






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FIG-2: TOPO MAP COVERING 10km RADIUS

Project Site

10 km

Scale: 1cm: 0.5km

20cm: 10km






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3. ENVIRONMENTAL DATA

3.1 INTRODUCTION

This section includes the following subsections for each environmental parameter.

a) Anticipated impacts

b) Relevant mitigation measures

This study will be carried out for the following different Environmental facets in relation

to building construction:

a) Land

b) Water (Ground & Surface)

c) Air

d) Noise

e) Biological

f) Socio-Economic

3.1.1 STUDY AREA & PERIOD

The study area considered for the proposed project is an area covering 10 km radius,

with project site as center.

Primary data i.e. baseline data will be monitored for one season (January 2017 to March

2017). Secondary data will be collected for two months (November 2016 & December 2016).

Monitoring of the parameters will be carried out as per CPCB guidelines within the study area.

3.1.2 BASELINE STUDY

The existing environmental setting will be considered to establish the baseline

conditions which are described with respect to climatic conditions, air quality, water quality,

soil characteristics, ecology, socio-economic profile, land use and noise. Baseline data describes

the existing environmental status of the identified study area with reference to the prominent

environmental attributes. Hence baseline environmental status is the most important study






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based on which probable impacts from the proposed project can be predicted. Hence, it is

necessary to ascertain the baseline data of the above mentioned environmental facets.

3.2 LAND ENVIRONMENT

The first feature which influence the development of a project is the existing land use

pattern of the neighborhood of the project, whether the proposed development conforms to the

development for that area or not.

The detail study of the land environment will include the following study areas.

Study of land use pattern, habitation, cropping pattern, forest cover, environmental

sensitive places etc, employing remote sensing techniques (if available) and ground

truth and also secondary data sources.

Study about trend of change in land use pattern, if any, with reasons thereof for the last

10 years based on remote sensing techniques data and its extrapolation to future 10

years with and without the project.

3.2.1 LAND USE PATTERN

The use of land is determined both by physical factors such as topography, climate, and

soil types as well as human factors such as population density, technological capability, culture &

tradition etc. Land use has a major impact on natural

resources including water, soil, nutrients, plants and animals.

“Land Use” in the urban planning context means the use to which zones of land are put to.

It could be residential, commercial, industrial, parks and open space, playground, traffic and

transportation etc. The use to which land should be put to must be optional. This can be done

only if the existing land use is estimated.

http://en.wikipedia.org/wiki/Water

http://en.wikipedia.org/wiki/Soil

http://en.wikipedia.org/wiki/Nutrient

http://en.wikipedia.org/wiki/Plant

http://en.wikipedia.org/wiki/Animal






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Existing Land use:

The proposed land use designated in the Revised Master Plan (RMP) – 2015 of BDA

(Bengaluru Development Authority) for Dasanapura Hobli, Nelamangala Taluk (Presently

Bengaluru North Taluk), is shown in the Fig - 3.

It is observed from the Revised Master Plan (RMP) - 2015 of BDA, {3.03 Makali map (b)}

the proposed project site is designated as Residential Main Zone & Industrial Zone. The Land


industrial zone. The overall land use pattern planned for the Planning District 3.03 Makali map

(b) for the planning year 2015 is as enumerated in the following table.

Proposed Land Use Analysis as per RMP -2015

Land Use Area in

Hectare % of Total

Residential(Main) 1201.43 51.10

Residential(Mixed) 192.24 8.18

Commercial (Central) -- --

Commercial (Business) -- --

Mutation Corridor 33.31 1.42

Commercial Axes 14.64 0.62

Industrial 210.09 8.94

High Tech -- --

Public and Semi Public 43.15 1.84

Green (Parks & open Spaces) 122.01 5.19

Traffic & Transportation 275.88 11.73

Public utilities 52.12 2.22

Unclassified 206.14 8.77

Total 2,350.99 100.00






BENGALURU.

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FIG- 3: REVISED MASTER PLAN – 2015

(PROPOSED LANDUSE MAP 3.03 MAKALI MAP (b)

PROJECT

SITE






BENGALURU.

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3.2.2. GEOLOGICAL SETTINGS

The geological settings of the entire Nelamangala Taluk (Presently Bengaluru North

Taluk) will be described under this section in the EIA report.

3.2.3 PHYSICO- CHEMICAL CHARACTERISTICS OF THE SOIL

The soil sample from the proposed project site will be collected and analyzed; it will be

detailed out in the EIA report.

3.2.4 GROUND WATER TABLE

The detail study of the ground water table will be carried out for the study area and it

will be detailed out in the EIA report. This includes the study of depth of the ground water table,

yield of the open wells as well as bore wells, details of surface run off, evapo-transpiration and

the ground water recharge through rain fall.

3.2.5 ANTICIPATED IMPACTS

The expected impacts on the land environment during construction & operation phase

are as follows which will be studied in detail in the EIA report.

Disturbance to soil substrata during site preparation.

Anticipated impacts on the surrounding land use pattern.

Impact on fertility status of the soil.

Impact on the natural drainage system.

3.2.6 MITIGATION MEASURES

Following mitigation measures will be undertaken in order to avoid the anticipated

impacts on the land environment.

Proper management of excavated soil.

Landscape development within the project site.

Natural drainage system will not be disturbed and it will be maintained in proper

manner.






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3.3 WATER ENVIRONMENT

Information on both ground and surface water resources will be collected and assessed

during the study period. These water resources will be analyzed for Physico-chemical quality,

nutrients, Heavy metals and for micro-biological parameters.

Information on total water requirement and sources of wastewater has been collected.

The data on quantity and anticipated characteristics of wastewater for the proposed project has

also been collected.


There will be anticipated impacts on the surrounding water environment during both

the construction and operation stage of the proposed project. Following are the some of the

anticipated impacts on the surrounding water environment due to the proposed project.

Impacts on nearby water sources.

Impact on exploitation of surface/ ground water.

Wastewater generation.


Following are the some of the mitigating measures to minimize the pollution level.

Proper measures to avoid the runoff from the construction activities.

Water conservation within the buildings.

Rainwater harvesting to maintain the water level - Construction of water

harvesting structures.

Reuse of STP treated water for flushing, gardening, etc.

Water conservation in landscape.

Measures for mitigation of wastewater generation.






BENGALURU.

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3.4 AIR ENVIRONMENT

The ambient air quality analysis for the study area will be conducted for all the

parameters specified in the National Ambient Air Quality Standards, Central Pollution Control

Board Notification, New Delhi dated 18th November, 2009.

3.4.1 AMBIENT AIR QUALITY STATUS

The prime objective of the base line air quality survey is to assess the existing air quality

of the study area, which has been compared with the NAAQS.

The ambient air quality analysis for the study area will be conducted for all the

parameters specified in the National Ambient Air Quality Standards, Central Pollution Control

Board Notification, New Delhi, and 18th November, 2009.


There will be anticipated impacts on the surrounding air environment during both the

construction and operation stage of the project. The immediate surroundings will have a

greater impact.

The anticipated impacts on air environment will be mainly due to

Point source emissions.

Dust emissions during site preparation.

Air emissions from the construction vehicles.

Air emissions from the increase in traffic during the operation stage of the project.


Mitigation measures are to be proposed during the construction stage as well as the

operational stage of the project. Some of the proposed measures will include;

Mitigation measures to lower the emissions during loading, un-loading,

transportation and storage of construction materials.






BENGALURU.

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Mitigation measures to lower the point source emissions.

Mitigation measures to lower the emissions from automobile.

Use of public mode of transportation should be promoted.

Landscape development.

3.5 NOISE ENVIRONMENT

Noise levels will be monitored for the study area in order to establish base line status.

The anticipated noise sources from the proposed project are mainly due to generators,

construction equipments, pumps and due to vehicular movement. Sound pressure levels of

these identified sources will be collected and their cumulative impact on the noise environment

will be determined and proper mitigation measures will be adopted.


There will be anticipated impacts on the surrounding Noise environment during both

the construction and operation stage of the proposed project. Following are the some of the

predicted impacts on the Noise environment, which will be discussed in detail in the EIA report.

Impacts due to construction equipments.

Impacts due to vehicular movements.

Impacts due to the usage of DG sets.


Use of noise absorbing materials in the design of building.

Use of noise barriers for point sources.

Proper maintenance of construction equipments and machinery.

Proper maintenance of automobiles.

Control over vibrations.

Landscape development.






BENGALURU.

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3.6 BIOLOGICAL ENVIRONMENT

This section mainly includes the detail study of the existing Flora and Fauna of the study

area. This part mainly comprises of the study of existing types of species, densities of species &

their distributions, rare and endangered species, commercially valued species etc. With the help

of this detail study, the impact of the proposed project on the biological environment will be

predicted and the proper mitigation measures will be adopted.


There will be no interference due to the proposed project on any floral and faunal

species of the study area, as the project site is designated as residential main zone, and various

commercial & residential developments have taken up in and around the project site.

3.7 SOCIO-ECONOMIC ENVIRONMENT

Data on the demographic pattern, population density, educational facilities, medical

facilities, agriculture income, fuel, health status, transport and recreational facilities will be

collected and it will be analyzed for all the villages of the study area which will be depicted in

detail in the EIA report.


There will be anticipated impacts on the surrounding Socio-Economic Environment

during both the construction and operation stage of the proposed project. Following are the

some of the predicted impacts on the Socio-Economic Environment, which will be discussed in

detail in the EIA report.

Impact on local employment.

Impact on population.

Impact on Archaeological heritage if any.

Impact on health, educational and recreational facilities.






BENGALURU.

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Proper mitigation measures and compensation will be given if there would be any

implication on the Socio-Economic environment due to the proposed project activities.

3.8 SOLID WASTE MANAGEMENT

Solid wastes from construction sector can be categorized into two phase i.e., during

construction & during operation, which includes construction & demolition wastes, municipal

wastes, Hazardous and E - wastes generated from the proposed project. The quantity of solid

wastes generated and their management is projected in detail in the Form 1 & 1A report.


There would be anticipated impacts on the surrounding environment due to the solid

wastes generated from the proposed project. Following are the some of the expected impacts

due to the proposed project.

Emissions from the wastes.

Insufficient collection and segregation.

Lack of onsite treatment.

Difficult quantification.

Top soil erosion.

Impacts on human health.


Good practices in construction & demolition waste management.

Proper municipal waste management will be followed. Organic waste converter will

be proposed within the project site in order to process the generated organic waste.

Proper Hazardous and E- waste management.






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STANDARDS:

The latest amended standards specified by CPCB for air, noise and water quality will be

considered for the study of environmental data within the study area, which are applicable for

this category of development. The proponents will consider these standards in order to ensure

that project activities are compliant to the standards.

4. SPECIFIC STUDIES

4.1 BUILDING MATERIAL AND TECHNOLOGIES

Energy efficient/ alternative Building materials and technologies will be used for the

proposed project, which will reduce the total embodied energy of the building materials

required for the construction. The details of the low embodied building materials and

technologies used in the project will be detailed in EIA report.

4.2 ENERGY CONSERVATION

Proponents will adopt energy conservation measures, which includes the following

methods.

Use of non-conventional energy (Solar energy).

Maximum use of local resources and skill.

Reduce transportation.

Use of Energy efficient devices.

TRAFFIC MANAGEMENT

A traffic survey has been conducted before construction, during construction & after

construction. In order to gather the information about the existing traffic load in the project

vicinity. This section will include the following traffic studies.

Traffic volume during construction phase.

Traffic volume during operation phase.






BENGALURU.

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Present & future traffic volume.

General Traffic Management measures.

ENVIRONMENTAL MONITORING PROGRAM

The Environmental monitoring for the proposed project will be taken up for the below

parameters and it will be scheduled as given in the below table. This monitoring program will

be conducted within the project site, which will be detail out in the EIA report.

TABLE: MONITORING SCHEDULE FOR ENVIRONMENTAL PARAMETERS

Sl. No. Particulars Monitoring frequency

Duration of monitoring

Important parameters for

monitoring I. Air Quality 1. Ambient Air monitoring Project premises Once in 3

months 24 hourly

sample PM2.5, PM10, SO2, NO2

2. Stack Monitoring Once in 3 months

Grab SO2 , SPM, NO2, HC, CO

II Water and Wastewater Quality 1. Water Quality i. Ground water at two

locations (up-gradient and down-gradient) of treated effluent discharge area/ land

Once in 3 months

Grab As per KSPCB requirements

2. Waste water quality i. Inlet to STP Once in a month Composite - ii. Treated effluent prior to

discharge Once in a month Composite As per KSPCB urban

reuse standards III Soil Quality 1. Within project premises at 1

location on effluent discharging area / land

Once in 3 months

Composite Sample

As per KSPCB requirements

2. Ecological preservation and up-gradation

Seasonal Visual observations

Survival rate

IV Noise Monitoring 1. Project premises Once in 3

months Day and Night As per KSPCB

requirements






BENGALURU.

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5. ADDITIONAL STUDIES

5.1 RISK ASSESSMENT AND DISASTER MANAGEMENT PLAN (DMP)

The Risk Assessment and DMP planned for the proposed project is as given

below.

Risk and Disaster Management Plan

Disaster is an unexpected event due sudden failure of the system, external threats,

internal disturbances, earth quakes, fire and accidents. Thus an appropriate management plan

shall be incorporated.

Precautions

Once the likelihood of the disaster is suspected, preventive actions should be

undertaken by the project in-charge.

Conditional maintenance of equipments, materials and expertise for use during

emergency.

The electrical systems shall be provided with automatic circuit breakers activated by

over current.

Fire extinguishers are provided at pre-notified locations inside the buildings.

Proper escape routes are planned and displayed in the public domain.

Selected representatives are given proper training to guide others during fire

accidents.

Periodic awareness programme is conducted for the occupants on their roles during

emergency situations.

Important telephone numbers like police authorities, fire department and hospitals etc.

of use during emergency situations will be made available.






BENGALURU.

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5.2 NATURAL RESOURCE CONSERVATION

Energy conservative materials will be used in the construction. The excavated earth will

be managed properly and also water conservative methods will be adopted during the

construction phase of the project. The detail of this will be given in the EIA report.

During operation stage of the project also many natural resource conservation

techniques will be followed such as rain water harvesting facilities, use of non- convention

energy sources, reuse of STP treated water etc. This will be discussed in detail in the EIA report.

6. PROJECT BENEFITS

The proposed project is a residential development project. Due to the development of

the proposed project, there will be improvement on both the existing physical and social

infrastructure of the project surroundings. These benefits will be highlighted in the EIA report.

7. ENVIRONMENTAL MANAGEMENT PLAN

The detailed EMP will be formulated to mitigate the residual impacts arises due to the

development of the proposed project. Budgeting of the EMP will be included in the EIA report.

In the EIA report, the planned EMP of the proposed project will include the following

aspects of discussion in detail.

Sewage treatment Plant (STP) of appropriate capacity will be designed for the

wastewater generated from the proposed project and the wastewater will be treated

to the tertiary level and after the treatment it will be reused for flushing of toilets,

gardening etc.

The treated sewage from the STP would be conforming to the stipulated standards.

The spent oil from the DG sets will be stored in High Density Polyethylene (HDPE)

drums in isolated covered facility and disposed off as per the Hazardous Waste






BENGALURU.

PROPOSED

TERMS OF

REFERENCE


(Management & Handling) Rules 1989 (latest amendment 2008 and 2016). Spent oil

from DG sets will be disposed off through registered recyclers only.

Provision of effective controls and building management systems such as automatic

fire alarm and fire detection and suppression system etc.,

8. SUMMARY AND CONCLUSION

After the detailed EIA study of the proposed project, the summary of the EIA study will

be highlighted in this section. With the help of this summary, final conclusion of the proposed

EIA study will be given.

The summary of the EIA study will include the following topics if applicable,

Potential interruption or limitation of accesses to dwellings, businesses or

productive resources either permanently or temporarily;

Potential deterioration of urban quality and property and property value in the

immediate vicinity of the works;

Over all implementation and impacts of the project on the surrounding environment

during both construction & operation phase;

The mitigation measures those are adapted, in order to minimize the potential

impacts on the environment due to the proposed project.

DISCLOSURE OF CONSULTANT ENGAGED

The names and nature of consultancy teamed for the proposed project is mentioned in

the Annexure- 1.

ENCLOSURES:

CONCEPTUAL PLAN / QUESTIONNAIRE / PHOTOS

The necessary Conceptual plan / Questionnaire / Photos are enclosed in the preceding

section.

TOR QUESTIONNAIRES

Page 1

1. Project Name “Prestige Jindal City”

2. Project Type Residential Development

3. Category of project i.e., ‘A’ or ‘B’ ‘A’

4. Sl. No. in the Schedule Serial No.8(b)

5. Name & contact address of the project

proponent


The Falcon House,


Bengaluru-560 001.

Tel: +91 80 25591080

Fax: + 91 80 25591945

e-mail: [email protected]

6. Objective of the Project To provide residential apartments with modern

amenities and comfortable living.

7. Project description The Proposed project is a development of residential

apartment; comprises 3,498 Nos. of residential

apartments in 5 Buildings (15 Towers), a club house and

a school building.

The apartments are sprawled across

2B+G+25UF/26UF/27UF/28UF/29UF/30UF with a

maximum height of 95.0m, the Clubhouse in G+2UF and

a school building in B+G+4UF.

8. Project location At Sy. Nos. 28/4, 29/2, 31/1, 31/2, 32/1, 32/2, 36/1,


Nelamangala Taluk (Presently Bengaluru North Taluk),

Bengaluru.

9. Total site area 1,35,063.82 Sqmt (33 Acres 15 Guntas)

10. Latitude of the project site 13ᵒ03’12.74” N

11. Longitude of the project site 77ᵒ29’18.86” E

12. Total built up area 5,81,436.56 Sqmt

13. Total ground coverage area 14,015.56 Sqmt (12.13%)

TOR QUESTIONNAIRES

Page 2

14. Total landscape area 47,299.35 Sqmt (40.95%) and addition to this 9,350.35

Sqmt (8.09%) will be added as a buffer zone.

15. Maximum height of the building 95.0 m

16. Total number of contributing

population

19,389 Nos. of occupants from the residential apartment

and 3,400 Nos. from the school building.

17. Duration of the project 5 years

18. Cost of the project Rs. 590.03 Crores

19. Source of water during operation

phase

BWSSB

20. Total water requirement during

operation phase

2,907 KLD

21. Domestic water requirement 1,925 KLD

22. Flushing water requirement 982 KLD

23. Quantity of Sewage generated 2,326 KLD

24. Mode of treatment for Sewage Sequential Batch Reactor (SBR) Technology. It is

proposed to construct 810 KLD, 490 KLD, 905 KLD &

130 KLD capacity of STPs.

25. Quantity of treated sewage and mode

of disposal

2,093 KLD.

Out of this, 982 KLD shall be used for flushing of toilets,

about 255 KLD shall be used for landscaping, and

remaining 856 KLD will be discharged to UGD.

26. Source of power & requirement Source: BESCOM



DG set – 750 kVA X 14 Nos. and 500 kVA X 2 Nos.


27. Transportation connectivity i. Chikkabanavara Railway Station, which is around

6.5 km from the project site.

ii. Yeshwanthapura Railway Station, which is


TOR QUESTIONNAIRES

Page 3

iii. Bengaluru city Railway station, which is around

iv. 16 km from the project site.

Airport - Kempegowda International Airport is around

39 km from project site.

28. Parking requirements Required number of car parks: 3,777 Nos.

Provided number of car parks: 3,780 Nos.

29. Quantity of domestic solid wastes Total quantity: 9.6 MT/day

Biodegradable wastes: 5.4 MT/day

Non-biodegradable wastes: 4.2 MT/day

30. Management of domestic solid wastes The solid wastes generated shall be collected separately

as organic and inorganic wastes in the respective bins

provided within the building.

The segregated organic wastes will be processed in an

Organic Waste Converter and is converted into manure

and reused on own land for gardening purposes.

The segregated inorganic wastes will be given to

authorized recyclers.

31. Hazardous waste / E – waste Quantity of waste oil: 5.6 l/hr which will be given to

KSPCB authorized waste oil recyclers.

The generated E-Waste will be handed over to

authorized E-waste processors approved by KSPCB.

32. Rain water harvesting Roof top rain water collection sumps of capacity 115

Cum, 60 Cum, 100 Cum & 50 Cum and also 16 Nos. of

Recharge Wells will be provided.

DesignTree Service Consultants Pvt Ltd

DETAILED FEASIBILITY REPORT ON

BENGALURU WATER SUPPLY & SEWERAGE BOARD

SYSTEM FOR SEWAGE TREATED WITH A EMPHASIS

OF TERTIARY TREATMENT PLANT FOR

SEWAGE TREATMENT PLANT &

AFTER TERTIARY TREATMENT

TREATED WATER SHALL BE USED FOR FLUSHING,

GARDENING PURPOSES FOR


AT SY. NOS. 28/4, 29/2, 31/1, 31/2, 32/1, 32/2,

36/1, CHIKKABIDARAKALLU VILLAGE,

DASANAPURA HOBLI,

NELAMANGALA TALUK (PRESENTLY BENGALURU

NORTH TALUK), BENGALURU.

DECEMBER 2016


1) INTRODUCTION

M/s. Prestige South City Holdings, which is setting up a Residential Apartments at Sy.

Nos. 28/4, 29/2, 31/1, 31/2, 32/1, 32/2, 36/1, Chikkabidarakallu Village, Dasanapura

Hobli, Nelamangala Taluk (Presently Bengaluru North Taluk), Bengaluru. With a view to

conserve fresh water resources and adopt re cycle and re-use measures. They propose to

set up a water pollution control and re-use system for the wastewater generated from

entire campus and also proposed to harvest and recharge ground water as storm water

management. The only source of wastewaters is from toilets, pantries and washbasins

etc in the Building and therefore domestic in nature.

This report details the following from the proposed facility: Collection, Treatment and

Disposal of Domestic Effluents.

2) QUANTITY AND QUALITY OF WASTEWATERS

The total number of 3498 residential units with a population of 19389 souls and average

water consumption considered for design is 135 LPCD & 10% from the total population

shall be considered for Club House and average water consumption considered for design

is 70LPCD.

For School Building with a population of 3400 souls and average water consumption

considered for design is 45 LPCD.

The wastewater quantity from domestic sources is considered at maximum of 80% of

water consumed. Hence the quantity of wastewater generated from residential units is

as below

a) Quantity of wastewater flow for STP1 (Residential) = 807,000 liters/day

b) Quantity of wastewater flow for STP2 (Residential) = 490,752 liters/day

c) Quantity of wastewater flow for STP3 (Residential) = 904,000 liters/day

d) Quantity of wastewater flow for STP4 (School Building) = 123,000 liters/day

Treatment plant for treating sewage in the campus has been proposed for a capacity

of 810cum/day, 490cum/day, 905cum/day & 130cum/day.


3) CHARACTERIZATION

The general characteristic of sewage is considered as shown in the table below.

General characteristics:

pH : 7 – 10

BOD : 250 – 350 mg/L

COD : 500 – 600 mg/L

SS : 150mg/lt.

The anticipated final water quality:

pH : 6.5 – 9

BOD : < 10 mg/L

COD : < 50 mg/L

SS : < 20 mg /L

TSS : < 10 mg/L

Ammonical Nitrogen : < 5 mg/L

Total Nitrogen : < 10 mg/L

E.Coli : Nil

4) MODE OF TREATMENT

It is proposed to setup a treatment plant for treating the domestic waste, kitchen waste

adopting Sequencing Batch reactor using diffused aeration. The other modes of

treatment considered before arriving at activated sludge process are FAB (Fluidized

Aerobic Bio Reactor), ASP (Activated Sludge Process) etc. The advantages and

disadvantages of the each scheme, initial investment and maintenance cost etc were

compared and finally arrived at providing a STP using SBR – Sequencing Batch Reactor.

The units proposed for the proposed STP with sequencing Batch Reactor are:

SL. No. Name of the Unit Purpose

1. Bar Screen Chamber For removing unwanted floating materials.

2. Equalization Tank To even out the flow variations, and continuous uniform mixing operations with course bubble.

3. Sequencing Batch Reactor

Activated Sludge Process for developing the bacterial culture, which stabilizes the waste using submerged aerators. The SBR will also act as Secondary clarifier during the settle process and as a pre-filtration tank during the decant phase. During the decant phase only the supernatant is removed from the reactor and taken up for tertiary treatment.

4. Pressure Sand Filter To filter out suspended solids if any in the treated water.

5. Activated Carbon Filter To remove color and Odor if any in the filtered water.

6. Chlorinator To disinfect the treated water to make it safe to come in contact with humans so that the treated water can be used for gardening / allied uses.

5) METHOD ADOPTED FOR THE DESIGN

The sewage Treatment Plant is designed SBR (Sequencing Batch Reactor). The system is

designed for operating up to a maximum of 3 cycles in 24 hours period.

5A) STP1 for 810 KLD

Since the plant is designed @ 810KLD capacity and the Aeration Systems is designed per

batch with four SBR reactor tanks. The Capacities of the Raw Sewage Pump / Filter Feed

Pump are designed to ensure a minimum optimum time in Decant cycles of the SBR.



Bar Screen chamber

PSF

ACF

Decant Tank

Chlorine Dosage

SBR –

4 tanks

Equalization Tank

a) TREATMENT FLOW CHART 810 KLD Raw Sewage

Excess sludge Disposed in to Filter Press for

Drying

SBR- Sequential Batch Reactor

PSF- Pressure Sand Filter

ACF- Activated

Carbon Filter

Final Holding Tank

To Reuse for Flushing / Gardening purposes


b) DESIGN OF THE INDIVIDUAL UNITS

Bar Screen Chamber:

Provide a chamber of size 1.5 m x 0.90 m to suit sewer gradient to accommodate an

inclined bar screen with opening less than 10 mm. Provide a bar screen of 20 X 6 mm

flats with 10mm spacing in between as coarse bar screen and provide a 1.5 m x 0.90m

bar screen with 10mm sq openings as a Fine Bar Screen.

Equalization tank:

The flow from the bar screen chamber is let into the equalization tank. This tank is

provided to even out the flow variation, and to provide a continuous feed into the

secondary biological treatment units.

Design flow = 810,000 Lit/day

Average flow = 20 Hours

Provide Equalization Tank with a HRT of 6 Hours (holding capacity)

Hence required volume of the tank = 243.0 m3

Provide a tank of 245,000 Lit. Capacity.

The tank size would be 98.0sqm x 2.5m (effective volume)

Sequencing Batch Reactor with Diffused Aeration:

Flow = 810 KLD.

BOD after treatment <10 mg/L

Assumption:

F/M ratio = 0.10

MLSS = 8000 mg/L when tank is full

Total BOD load = 283.5 kg/day

No of Reactors = 4 Nos

No of Cycles per reactor = 3 Nos

Decant Fraction of Aeration Tank = 30%

Fill Volume Per Batch = 270 Cum

Volume of Each Reactor = 169 Cum

Recommended Volume of Each Reactor = 170 Cum

Over All volume of SBR = 680 Cum

Hence provide SBR tank of capacity 680,000 liters capacity.

Each aeration tank size required will be of dimension 42.5 sqm x 4.0m SWD (effective

volume).


Calculation of Air Volume

"BOD5 after treatment <10 mg/lit

"BOD5 Loading = 350 mg/lit

"Total BOD5 load = 810 x 1000 x 350kg/day

1000000

"Total BOD5 load = 283.5 kg/day

BOD5 load in Kg/day in the aeration tank = 273.5 Kg

Oxygen required in Kg/day = 567.0 kg/day

(2 kgs of Oxygen is required for every Kg of BOD5 to be removed)

% of Oxygen in air = 0.21

Density of air = 1.2

Oxygen Requirement = 2250.0m3 of 02 / day

No. of hours of oxygenation = 10.5

= 214.3 m3 / hr

Diffuser Transfer efficiency = 214.3/0.24

(24% for 4.0m submergence)

= 893m3 / hr

Hence, Air volume required in Aeration tank = 893 x 30% extra

= 1161 m3 / hr

Air volume required in each Aeration tank = 290 m3 / hr

Equalization 20% of Air Volume of Aeration tank = 232 m3 / hr

Sludge Holding Tank + Decant Tank + Treated

Water Tank = 20% of Aeration Tank = 232 m3 / hr

Therefore Total air requirement in Cum. / Day = 754.0 m3 / hr

Hence Recommended Blower capacity = 755.0 m3 / hr

Pressure Sand Filter:

Flow = 810,000 Lt/day

Loading rate = 12 Cumec/Sqm. /hr

Considering the operation of 15 hours of filter

Provide a Pressure Sand filter of 1700 mm dia (2Nos) with sand as media over layer,

under drainpipe, laterals face piping etc.,


Activated Carbon Filter:

Flow = 810,000 liter/day

Loading rate = 12 Cumec/Sqm/hr.

Considering the operation of 15 hours of filter provide an Activated carbon filter of 1700

mm dia (2Nos) with activated carbon filter media with under drainpipe, lateral face

piping.

Chlorination:

The filtered water is further chlorinated through an online automatic chlorination

system with electronic dosing pump for disaffection. Provide one no. 200 Lts (2Nos)

capacity automatic Chlorinator with electronic metering pump to ensure the residual

chlorine level to be less than 2 PPM for disinfect ion so that it will not affect the

plantations. The Chlorinator shall be coupled with the filter outlet.

Pumps:

A. Provide 4 Nos. (3W+1S) Sewage transfer pumps

Capacity : Each pump 7.5 cum/hr @ 15m head

Type : Centrifugal pumps

Solid handling size : Up to 10 mm

Duty: To pump the sewage from the Equalization tank to the SBR Tank.

B. Provide 2 Nos. (1W+1S) Sludge transfer pumps

Capacity : 30cum/hr @ 15 m head

Type : centrifugal Pumps


Duty: To pump the sludge from the SBR tank to the Sludge Holding Tank and from there

dried using mechanical filter press.

C. Provide 4 Nos. (2W+2S) Filter feed pumps

Capacity : 27.0cum/hr @ 30 m head

Type : centrifugal pumps, self priming


Duty: To pump the Treated effluent from the Pre-filtration tank through the Pressure

Sand Filter and Activated Carbon Filter.


THE CIVIL UNITS AND ITS SIZES AS DESIGNED ARE:

Sl. No Name of the Unit Size in m.

1 Bar Screen Chamber 1.5 x 0.9 m

2 Equalization Tank 98.0 sqm x 2.5 m SWD

3 Sequencing Batch Reactor 42.5 sqm x 4.0 m SWD (4Nos)

4 Decant Tank 123.0 sqm x 2.2 m SWD

5 Final effluent tank 50 sqm x 4.0 m SWD (2Nos)

6 Pressure Sand Filter 1700 mm dia and 2000 mm height (2Nos)

7 Activated Carbon Filter 1700mm dia and 2000 mm height (2Nos)

8 Chlorinator 200 Lts capacity (2Nos)

Mechanical Equipment Proposed

SL NO ITEM Qty

1 Bar Screen 1 No.

2 Raw sewage Pumps 4 Nos.

3 Air Blowers 6 Nos.

4 Sludge Transfer pumps 2 Nos.

5 Pressure Sand Filter 2 Nos.

6 Activated Carbon Filter 2 No.

7 Filter Feed Pump 4 Nos.

8 Chlorinator 2 Nos.


Bar Screen chamber

PSF

ACF

Decant Tank

Chlorine Dosage

SBR –

2 tanks

Equalization Tank

5B) STP2 for 490 KLD


batch with two SBR reactor tanks. The Capacities of the Raw Sewage Pump / Filter Feed

Pump are designed to ensure a minimum optimum time in Decant cycles of the SBR. a) TREATMENT FLOW CHART

490 KLD Raw Sewage


Drying



ACF- Activated

Carbon Filter

Final Holding Tank




Bar Screen Chamber:





Equalization tank:











Flow = 490 KLD.


Assumption:

F/M ratio = 0.10












volume).






1000000









= 130 m3 / hr

Diffuser Transfer efficiency = 130/0.24


= 542m3 / hr


= 705 m3 / hr











Provide a Pressure Sand filter of 1900 mm dia with sand as media over layer, under

drainpipe, laterals face piping etc.,






mm dia with activated carbon filter media with under drainpipe, lateral face piping.

Chlorination:


system with electronic dosing pump for disaffection. Provide one no. 200 Lts capacity

automatic Chlorinator with electronic metering pump to ensure the residual chlorine

level to be less than 2 PPM for disinfect ion so that it will not affect the plantations. The

Chlorinator shall be coupled with the filter outlet.

Pumps:















Solid handling size : Up to 5 mm Duty: To pump the Treated effluent from the Pre-filtration tank through the Pressure









5 Final effluent tank 62 sqm x 4.0 m SWD

6 Pressure Sand Filter 1900 mm dia and 2000 mm height

7 Activated Carbon Filter 1900mm dia and 2000 mm height

8 Chlorinator 200 Lts capacity


SL NO ITEM Qty

1 Bar Screen 1 No.




5 Pressure Sand Filter 1 No.



8 Chlorinator 1 No.


Bar Screen chamber

PSF

ACF

Decant Tank

Chlorine Dosage

SBR –

4 tanks

Equalization Tank

5C) STP3 for 905 KLD


batch with four SBR reactor tanks. The Capacities of the Raw Sewage Pump / Filter Feed




Drying



ACF- Activated

Carbon Filter

Final Holding Tank




Bar Screen Chamber:





Equalization tank:











Flow = 905 KLD.


Assumption:

F/M ratio = 0.10












volume).






1000000









= 239.4 m3 / hr



= 998m3 / hr


= 1297 m3 / hr











Provide a Pressure Sand filter of 1700 mm dia (2Nos) with sand as media over layer,

under drainpipe, laterals face piping etc.,






mm dia (2Nos) with activated carbon filter media with under drainpipe, lateral face

piping.

Chlorination:


system with electronic dosing pump for disaffection. Provide one no. 200 Lts (2Nos)

capacity automatic Chlorinator with electronic metering pump to ensure the residual

chlorine level to be less than 2 PPM for disinfect ion so that it will not affect the

plantations. The Chlorinator shall be coupled with the filter outlet.

Pumps:






















2 Equalization Tank 109 sqm x 2.5 m SWD



5 Final effluent tank 57 sqm x 4.0 m SWD (2Nos)

6 Pressure Sand Filter 1700 mm dia and 2000 mm height (2Nos)

7 Activated Carbon Filter 1700mm dia and 2000 mm height (2Nos)

8 Chlorinator 200 Lts capacity (2Nos)


SL NO ITEM Qty

1 Bar Screen 1 No.




5 Pressure Sand Filter 2 Nos.



8 Chlorinator 2 Nos.


Bar Screen chamber

PSF

ACF

Decant Tank

Chlorine Dosage

SBR

Tank

Equalization Tank

5D) STP4 for 130 KLD


batch with one SBR reactor tank. The Capacities of the Raw Sewage Pump / Filter Feed




Drying



ACF- Activated

Carbon Filter

Final Holding

To Reuse for Flushing /

Gardening purposes



Bar Screen Chamber:





Equalization tank:











Flow = 130 KLD.


Assumption:

F/M ratio = 0.10



No of Reactors = 1 No









volume).






1000000



Oxygen required in Kg/day = 91.0kg/day






= 34.4 m3 / hr



= 143m3 / hr


= 186 m3 / hr











Provide a Pressure Sand filter of 1000 mm dia with sand as media over layer, under

drainpipe, laterals face piping etc.,






mm diameter with activated carbon filter media with under drainpipe, lateral face

piping.

Chlorination:


system with electronic dosing pump for disaffection. Provide one no. 100 Lts capacity

automatic Chlorinator with electronic metering pump to ensure the residual chlorine

level to be less than 2 PPM for disinfect ion so that it will not affect the plantations. The

Chlorinator shall be coupled with the filter outlet.

Pumps:

A. Provide 2 Nos. Sewage transfer pumps

Capacity : 14.5cum/hr @ 15m head




B. Provide 1 Nos. Sludge transfer






C. Provide 2 Nos. Filter feed pumps











3 Sequencing Batch Reactor 27.5 sqm x 4.0 m SWD


5 Final effluent tank 17 sqm x 4.0 m SWD

6 Pressure Sand Filter 1000 mm dia and 1800 mm height

7 Activated Carbon Filter 1000mm dia and 1800 mm height

8 Chlorinator 100 Lts capacity


SL NO ITEM Qty

1 Bar Screen 1 No.




5 Pressure Sand Filter 1 No.



8 Chlorinator 1 No.


6) STP FLOW DIAGRAM

STP flow diagram for Residential Buildings

STP flow diagram for School Building


7) CONCLUSIONS

The STP would be able to treat the sewage to the standards prescribed by the KSPCB

with treated BOD levels less than 10 mg/lit. The treated water is safe to come in

contact as the chlorination is done to kill the bacteria disinfection). The treated water

will be consumed in irrigation, flushing toilets as well as washing pavements and

driveways.

******

TOPO MAP COVERING 10km RADIUS

PROJECT SITE

Scale: 1cm: 0.5km

20cm: 10km

AERIAL VIEW COVERING 500m RADIUS

Project Site

Bagalakunte

Shrikantapura

Jindal Aluminium Ltd Ravi

Kirloskar Layout

Chikkabidarakallu



COMPREHENSIVE DEVELOPMENTAL PLAN - 2015

PROJECT SITE

M/s. Prestige South City Holdings,Bengaluru

Topo Map of Sy. Nos. 28/4, 29/2, 31/1, 31/2, 32/1, 32/2, 36/1, Chikkabidarakallu Village, Dasanapura Hobli,


NOTE:1) The physical boundary of the plot is identified

by the clients / their representatives.2) The Plot/Survey numbers mentioned in the

title box are provided by the clients.

JINDAL ALUMINIUM

FACTORY

Bengaluru.

JINDAL ALUMINIUM

FACTORY

LOCATION PLAN (NOT TO SCALE)

2

5

m

N

A

L

A

B

U

F

F

E

R

L

I

N

E

E L E V A T E D E X P R E S S W A Y

3205.08 SQM

5

0

m

x

6

0

m

S

U

B

S

T

A

T

IO

N

SERVICES

9.50m x 19.50m

2

5

m

N

A

L

A

B

U

F

F

E

R

L

I

N

E

2

5

m

N

A

L

A

B

U

F

F

E

R

L

I

N

E

BU

IL

DIN

G 1

T

OW

ER

1

(2

B, G

+2

8)

BU

IL

DIN

G 1

T

OW

ER

2

(2

B, G

+2

5)

BU

IL

DIN

G 1

T

OW

ER

3

(2

B, G

+2

8)

BU

IL

DIN

G 2

T

OW

ER

4

(2

B, G

+2

8)

BU

IL

DIN

G 2

T

OW

ER

5

(2

B, G

+2

6)

BU

IL

DIN

G 2

T

OW

ER

6

(2

B, G

+2

8)

B

U

I

L

D

I

N

G

3

T

O

W

E

R

7

(

2

B

,

G

+

2

7

)

B

U

I

L

D

I

N

G

3

T

O

W

E

R

8

(

2

B

,

G

+

2

9

)

BU

ILD

ING

3 T

OW

ER

9

(2B

, G

+29)

BU

IL

DIN

G 4

T

OW

ER

1

0

(2

B, G

+2

9)

BU

IL

DIN

G 4

T

OW

ER

1

1

(2

B, G

+2

9)

BU

IL

DIN

G 4

T

OW

ER

1

2

(2

B, G

+2

9)

BU

IL

DIN

G 5

T

OW

ER

1

3

(2

B, G

+2

9)

BU

IL

DIN

G 5

T

OW

ER

1

4

(2

B, G

+2

9)

BU

IL

DIN

G 5

T

OW

ER

1

5

(2

B, G

+3

0)

SITE AREA RESERVED FOR PROPOSED METRO STATION

N

A

L

A

K

H

A

R

A

B

KHARAB

PR

IM

AR

Y E

NT

RY

/ E

XIT

B'MENT ENTRY

B'MENT EXIT

7.50m

W

ID

E D

RIV

EW

AY

EN

TR

Y T

O B

AS

EM

EN

T

7.50m

W

ID

E D

RIV

EW

AY

EX

IT

F

RO

M B

AS

EM

EN

T

12m WIDE PERIPHERAL DRIVEWAY

12m

W

ID

E P

ER

IP

HE

RA

L D

RIV

EW

AY

12m

W

ID

E P

ER

IP

HE

RA

L D

RIV

EW

AY

12m

W

ID

E P

ER

IP

HE

RA

L D

RIV

EW

AY

12m

W

ID

E P

ER

IP

HE

RA

L D

RIV

EW

AY

1

2

m

W

ID

E

P

E

R

IP

H

E

R

A

L

D

R

IV

E

W

A

Y

CL

UB

HO

US

E

G +

2

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

RA

MP

B

/W

105.00 &

109.00

RA

MP

B

/W

105.00 &

109.00

RA

MP

B

/W

109.00 &

113.00

R

A

M

P

B

/W

1

0

9

.0

0

&

1

1

3

.0

0

8

m

W

I

D

E

F

I

R

E

D

R

I

V

E

W

A

Y

1

2

m

W

I

D

E

P

E

R

I

P

H

E

R

A

L

D

R

I

V

E

W

A

Y

12m

W

IDE

PE

RIP

HE

RA

L D

RIV

EW

AY

HT

-8

8.9

0 M

HT

-8

8.9

0 M

HT

-9

1.9

5 M

HT

-9

1.9

5 M

HT

-9

1.9

5 M

HT

-9

1.9

5 M

HT

-9

1.9

5 M

HT

-8

8.9

0 M

HT

-8

8.9

0 M

HT

-7

9.7

5 M

HT

-8

2.8

0 M

H

T

-

8

5

.

8

5

M

H

T

-

9

1

.

9

5

M

HT

-91.9

5 M

HT

-9

5.0

0 M

HT

-1

7.0

0 M

1

2

m

W

I

D

E

P

E

R

I

P

H

E

R

A

L

D

R

I

V

E

W

A

Y

12m

W

ID

E P

ER

IP

HE

RA

L D

RIV

EW

AY

1

6

.

0

M

S

E

T

B

A

C

K

L

I

N

E

1

6

.0

M

S

E

T

B

A

C

K

L

IN

E

16.0 M SETBACK LINE

16.0 M

S

ET

BA

CK

LIN

E

16.0 M

S

ET

BA

CK

LIN

E

PROPOSED SCHOOL BUILDING

(B,G+4)

HT-20.95 M

8.0 m

W

ID

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

8m

W

ID

E F

IR

E D

RIV

EW

AY

OS-8

OS-1

OS-4

OS-3

OS-2

OS-5

OS-6

OS-7

T O

B

A N

G A

L O

R E

C

I T

Y

T O

T

U M

K U

R

E L

E V

A T

E D

E

X P

R E

S S

W

A Y

N A

T I

O N

A L

H

I G

H W

A Y

4

( 6 0

M

W I

D E

)

PARKS & OPEN SPACE

BASEMENT EXTENT

BUILDING EXTENT

SETBACK LINE

SITE BOUNDARY

PROPOSED BUILDING

CIVIC AMENITIES

SD-1

SHEET NO : 1ORIENTATION :

PROPONENT SIGNATURE:

SUBJECT OF DRAWING :

NOTE :

PROPONENT ADDRESS:

SANCTION DRAWING

PROJECT CONSULTANTS :

RSP Design Consultants(India) Pvt Ltd.

N

ENGINEER

RAJESH KUMAR N

DEVELOPMENT PLAN

“Prestige Jindal City”


The Falcon House, No. 1 ,

Main Guard Cross Road, Bengaluru

N

Proposed Residential Development

At Sy. Nos. 28/4, 29/2, 31/1, 31/2, 32/1, 32/2, 36/1,



Bengaluru.

TOTAL BUILT-UP AREA (RESIDENTIAL APARTMENT + CLUBHOUSE + SCHOOL BUILDING) = 5,81,436.56 Sqmt

annexure-additional attachments

Documents