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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,
No: 1, Main Guard Cross Road,
Bengaluru-560 001.
Name Mr. Zaid Sadiq
Designation (Owner/Partner / CEO) Executive Director
Address M/s. Prestige South City Holdings,
The Falcon House,
No: 1, Main Guard Cross Road,
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,
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.
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?
No Proposed project is a Residential
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
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
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
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
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
Details there of (with approximate
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,
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.
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.
Sl. No. Information/checklist
confirmation Yes/No
Details there of (with approximate
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)
No Proposed project is a Residential
Development.
3.3 Affect the welfare of people e.g. by
changing living conditions?
No Proposed project is a Residential
Development.
3.4 Vulnerable groups of people who
could be affected by the project e.g.
hospital patients, children, the
elderly etc.
No Proposed project is a Residential
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)
Sl. No. Information/checklist
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)
Sl. No. Information/checklist
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
No Proposed project is a Residential Development.
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
No Proposed project is a Residential Development.
5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris)
No Proposed project is a Residential Development.
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
Details there of (with approximate
quantities/rates, wherever possible)
with sources of information data
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:
Sl. No. Information/checklist
confirmation Yes/No
Details there of (with approximate
quantities/rates, wherever possible)
with sources of information data
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
No Proposed project is a Residential
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?
No Proposed project is a Residential
Development.
8. Risk of accidents during construction or operation of the project, which could affect
human health or the environment
Sl. No. Information/checklist
confirmation Yes/no
Details there of (with approximate
quantities/rates, wherever possible)
with sources of information data
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
Sl. No. Information/checklist
confirmation Yes/No
Details there of (with approximate
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:
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
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
conversion will be obtained for residential purpose for the survey numbers which are in
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
Tower 2 2B+G+25UF 79.75m
Tower 3 2B+G+28UF 88.90m
Building 2
Tower 4 2B+G+28UF 88.90m
Tower 5 2B+G+26UF 82.80m
Tower 6 2B+G+28UF 88.90m
Building 3
Tower 7 2B+G+27UF 85.85m
Tower 8 2B+G+29UF 91.95m
Tower 9 2B+G+29UF 91.95m
Building 4
Tower 10 2B+G+29UF 91.95m
Tower 11 2B+G+29UF 91.95m
Tower 12 2B+G+29UF 91.95m
Building 5
Tower 13 2B+G+29UF 91.95m
Tower 14 2B+G+29UF 91.95m
Tower 15 2B+G+30UF 95.00m
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
(@0.25kg/person/day)
170
(@0.05kg/person/day)
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
I = Intensity of rainfall : 30 mm/hr
A = Drainage area in hectares : 7.18 Ha
C = Co-efficient of run off : 0.70
Q =(C X I X A)/360 = (0.70 X 30 X 7.18)/360 = 0.419 m3/sec
Data assumed:
Considering 15 min of rainfall = 0.419 X 15 X 60 = 377 cum
Volume of rainwater available for recharging is 377 cum.
Total Run-off: GARDEN AREA
I = Intensity of rainfall : 30 mm/hr
A = Drainage area in hectares : 3.67 Ha
C = Co-efficient of run off : 0.25
Q =(C X I X A)/360 = (0.25 X 30 X 3.67)/360 = 0.076 m3/sec
Data assumed:
Considering 15 min of rainfall = 0.076 X 15 X 60 = 69 cum
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
“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
~~~~~*****~~~~~
Page 2
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
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
Page 3
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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
Page 4
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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
Page 5
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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
conversion will be obtained for residential purpose for the survey numbers which are in
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.
Page 6
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
Page 7
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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
Page 8
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
around 7.5 km from the project site.
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
Page 9
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
Page 10
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
Page 11
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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
Latitude: 13ᵒ03’12.74” N
Longitude: 77ᵒ29’18.86” E
Bagalakunte
Page 12
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
FIG-2: TOPO MAP COVERING 10km RADIUS
Project Site
10 km
Scale: 1cm: 0.5km
20cm: 10km
Page 13
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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
Page 14
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
Page 15
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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
conversion will be obtained for residential purpose for the survey numbers which are in
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
Page 16
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
FIG- 3: REVISED MASTER PLAN – 2015
(PROPOSED LANDUSE MAP 3.03 MAKALI MAP (b)
PROJECT
SITE
Page 17
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
Page 18
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
3.3.1 ANTICIPATED IMPACTS
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.
3.3.2 MITIGATION MEASURES
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.
Page 19
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
3.4.2 ANTICIPATED IMPACTS
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.
3.4.3 MITIGATION MEASURES
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.
Page 20
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
3.5.1 ANTICIPATED IMPACTS
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.
3.5.2 MITIGATION MEASURES
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.
Page 21
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
3.6.1 ANTICIPATED IMPACTS
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.
3.7.1 ANTICIPATED IMPACTS
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.
Page 22
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
3.7.2 MITIGATION MEASURES
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.
3.8.1 ANTICIPATED IMPACTS
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.
3.8.2 MITIGATION MEASURES
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.
Page 23
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
Page 24
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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
Page 25
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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.
Page 26
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
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
Page 27
M/s. PRESTIGE SOUTH CITY HOLDINGS,
“PRESTIGE JINDAL CITY”
PROPOSED RESIDENTIAL DEVELOPMENT
AT CHIKKABIDARAKALLU VILLAGE, DASANAPURA HOBLI,
NELAMANGALA TALUK (PRESENTLY BENGALURU NORTH TALUK),
BENGALURU.
PROPOSED
TERMS OF
REFERENCE
A & N Technologies, Bengaluru
(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
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]
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,
Chikkabidarakallu Village, Dasanapura Hobli,
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
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
27. Transportation connectivity i. Chikkabanavara Railway Station, which is around
6.5 km from the project site.
ii. Yeshwanthapura Railway Station, which is
around 7.5 km from the project site.
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
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.
DECEMBER 2016
DesignTree Service Consultants Pvt Ltd
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.
DesignTree Service Consultants Pvt Ltd
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.
DesignTree Service Consultants Pvt Ltd
DesignTree Service Consultants Pvt Ltd
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
DesignTree Service Consultants Pvt Ltd
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).
DesignTree Service Consultants Pvt Ltd
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.,
DesignTree Service Consultants Pvt Ltd
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
Solid handling size : Up to 25 mm
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
Solid handling size : Up to 5 mm
Duty: To pump the Treated effluent from the Pre-filtration tank through the Pressure
Sand Filter and Activated Carbon Filter.
DesignTree Service Consultants Pvt Ltd
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.
DesignTree Service Consultants Pvt Ltd
Bar Screen chamber
PSF
ACF
Decant Tank
Chlorine Dosage
SBR –
2 tanks
Equalization Tank
5B) STP2 for 490 KLD
Since the plant is designed @ 490KLD capacity and the Aeration Systems is designed per
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
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
DesignTree Service Consultants Pvt Ltd
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 = 490,000 Lit/day
Average flow = 20 Hours
Provide Equalization Tank with a HRT of 6 Hours (holding capacity)
Hence required volume of the tank = 147.0 m3
Provide a tank of 147,000 Lit. Capacity.
The tank size would be 59.0sqm x 2.5m (effective volume)
Sequencing Batch Reactor with Diffused Aeration:
Flow = 490 KLD.
BOD after treatment <10 mg/L
Assumption:
F/M ratio = 0.10
MLSS = 8000 mg/L when tank is full
Total BOD load = 171.5 kg/day
No of Reactors = 2 Nos
No of Cycles per reactor = 3 Nos
Decant Fraction of Aeration Tank = 30%
Fill Volume Per Batch = 163 Cum
Volume of Each Reactor = 204 Cum
Recommended Volume of Each Reactor = 205 Cum
Over All volume of SBR = 410 Cum
Hence provide SBR tank of capacity 410,000 liters capacity.
Each aeration tank size required will be of dimension 51.25 sqm x 4.0m SWD (effective
volume).
DesignTree Service Consultants Pvt Ltd
Calculation of Air Volume
"BOD5 after treatment <10 mg/lit
"BOD5 Loading = 350 mg/lit
"Total BOD5 load = 490 x 1000 x 350kg/day
1000000
"Total BOD5 load = 171.5 kg/day
BOD5 load in Kg/day in the aeration tank = 171.5 Kg
Oxygen required in Kg/day = 343.0 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 = 1361.1m3 of 02 / day
No. of hours of oxygenation = 10.5
= 130 m3 / hr
Diffuser Transfer efficiency = 130/0.24
(24% for 4.0m submergence)
= 542m3 / hr
Hence, Air volume required in Aeration tank = 542 x 30% extra
= 705 m3 / hr
Air volume required in each Aeration tank = 352 m3 / hr
Equalization 20% of Air Volume of Aeration tank = 141 m3 / hr
Sludge Holding Tank + Decant Tank + Treated
Water Tank = 20% of Aeration Tank = 141 m3 / hr
Therefore Total air requirement in Cum. / Day = 634.0 m3 / hr
Hence Recommended Blower capacity = 635.0 m3 / hr
Pressure Sand Filter:
Flow = 490,000 Lt/day
Loading rate = 12 Cumec/Sqm. /hr
Considering the operation of 15 hours of filter
Provide a Pressure Sand filter of 1900 mm dia with sand as media over layer, under
drainpipe, laterals face piping etc.,
DesignTree Service Consultants Pvt Ltd
Activated Carbon Filter:
Flow = 490,000 liter/day
Loading rate = 12 Cumec/Sqm/hr.
Considering the operation of 15 hours of filter provide an Activated carbon filter of 1900
mm dia 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 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 3 Nos. (2W+1S) Sewage transfer pumps
Capacity : Each pump 14.0 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 : 20cum/hr @ 15 m head
Type : centrifugal Pumps
Solid handling size : Up to 25 mm
Duty: To pump the sludge from the SBR tank to the Sludge Holding Tank and from there
dried using mechanical filter press.
C. Provide 3 Nos. (2W+1S) Filter feed pumps
Capacity : 16.5cum/hr @ 30 m head
Type : centrifugal pumps, self priming
Solid handling size : Up to 5 mm Duty: To pump the Treated effluent from the Pre-filtration tank through the Pressure
Sand Filter and Activated Carbon Filter.
DesignTree Service Consultants Pvt Ltd
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 59.0 sqm x 2.5 m SWD
3 Sequencing Batch Reactor 51.25 sqm x 4.0 m SWD (2Nos)
4 Decant Tank 75.0 sqm x 2.2 m SWD
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
Mechanical Equipment Proposed
SL NO ITEM Qty
1 Bar Screen 1 No.
2 Raw sewage Pumps 3 Nos.
3 Air Blowers 4 Nos.
4 Sludge Transfer pumps 2 Nos.
5 Pressure Sand Filter 1 No.
6 Activated Carbon Filter 1 No.
7 Filter Feed Pump 3 Nos.
8 Chlorinator 1 No.
DesignTree Service Consultants Pvt Ltd
Bar Screen chamber
PSF
ACF
Decant Tank
Chlorine Dosage
SBR –
4 tanks
Equalization Tank
5C) STP3 for 905 KLD
Since the plant is designed @ 905KLD 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.
a) TREATMENT FLOW CHART 905 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
DesignTree Service Consultants Pvt Ltd
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 = 905,000 Lit/day
Average flow = 20 Hours
Provide Equalization Tank with a HRT of 6 Hours (holding capacity)
Hence required volume of the tank = 271.5 m3
Provide a tank of 272,000 Lit. Capacity.
The tank size would be 109.0sqm x 2.5m (effective volume)
Sequencing Batch Reactor with Diffused Aeration:
Flow = 905 KLD.
BOD after treatment <10 mg/L
Assumption:
F/M ratio = 0.10
MLSS = 8000 mg/L when tank is full
Total BOD load = 316.75 kg/day
No of Reactors = 4 Nos
No of Cycles per reactor = 3 Nos
Decant Fraction of Aeration Tank = 30%
Fill Volume Per Batch = 302 Cum
Volume of Each Reactor = 189 Cum
Recommended Volume of Each Reactor = 190 Cum
Over All volume of SBR = 760 Cum
Hence provide SBR tank of capacity 760,000 liters capacity.
Each aeration tank size required will be of dimension 47.5 sqm x 4.0m SWD (effective
volume).
DesignTree Service Consultants Pvt Ltd
Calculation of Air Volume
"BOD5 after treatment <10 mg/lit
"BOD5 Loading = 350 mg/lit
"Total BOD5 load = 905 x 1000 x 350kg/day
1000000
"Total BOD5 load = 316.75 kg/day
BOD5 load in Kg/day in the aeration tank = 316.75 Kg
Oxygen required in Kg/day = 633.5 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 = 2514.0m3 of 02 / day
No. of hours of oxygenation = 10.5
= 239.4 m3 / hr
Diffuser Transfer efficiency = 238.1/0.24
(24% for 4.0m submergence)
= 998m3 / hr
Hence, Air volume required in Aeration tank = 998 x 30% extra
= 1297 m3 / hr
Air volume required in each Aeration tank = 324 m3 / hr
Equalization 20% of Air Volume of Aeration tank = 259 m3 / hr
Sludge Holding Tank + Decant Tank + Treated
Water Tank = 20% of Aeration Tank = 259 m3 / hr
Therefore Total air requirement in Cum. / Day = 842.0 m3 / hr
Hence Recommended Blower capacity = 845.0 m3 / hr
Pressure Sand Filter:
Flow = 905,000 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.,
DesignTree Service Consultants Pvt Ltd
Activated Carbon Filter:
Flow = 905,000 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 8.5 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
Solid handling size : Up to 25 mm
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 : 30.0cum/hr @ 30 m head
Type : centrifugal pumps, self priming
Solid handling size : Up to 5 mm
Duty: To pump the Treated effluent from the Pre-filtration tank through the Pressure
Sand Filter and Activated Carbon Filter.
DesignTree Service Consultants Pvt Ltd
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 109 sqm x 2.5 m SWD
3 Sequencing Batch Reactor 47.5 sqm x 4.0 m SWD (4Nos)
4 Decant Tank 137.0 sqm x 2.2 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)
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.
DesignTree Service Consultants Pvt Ltd
Bar Screen chamber
PSF
ACF
Decant Tank
Chlorine Dosage
SBR
Tank
Equalization Tank
5D) STP4 for 130 KLD
Since the plant is designed @ 130KLD capacity and the Aeration Systems is designed per
batch with one SBR reactor tank. 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 130 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
To Reuse for Flushing /
Gardening purposes
DesignTree Service Consultants Pvt Ltd
b) DESIGN OF THE INDIVIDUAL UNITS
Bar Screen Chamber:
Provide a chamber of size 1.0 m x 0.60 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 1.0 m x 0.60m
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 = 130,000 Lit/day
Average flow = 20 Hours
Provide Equalization Tank with a HRT of 6 Hours (holding capacity)
Hence required volume of the tank = 39.00 m3
Provide a tank of 40,000 Lit. Capacity.
The tank size would be 16.0sqm x 2.5m (effective volume)
Sequencing Batch Reactor with Diffused Aeration:
Flow = 130 KLD.
BOD after treatment <10 mg/L
Assumption:
F/M ratio = 0.10
MLSS = 8000 mg/L when tank is full
Total BOD load = 45.5 kg/day
No of Reactors = 1 No
No of Cycles per reactor = 3 Nos
Decant Fraction of Aeration Tank = 30%
Fill Volume Per Batch = 43 Cum
Volume of Each Reactor = 108 Cum
Recommended Volume of Each Reactor = 110 Cum
Over All volume of SBR = 110 Cum
Hence provide SBR tank of capacity 110,000 liters capacity.
Each aeration tank size required will be of dimension 27.5 sqm x 4.0m SWD (effective
volume).
DesignTree Service Consultants Pvt Ltd
Calculation of Air Volume
"BOD5 after treatment <10 mg/lit
"BOD5 Loading = 350 mg/lit
"Total BOD5 load = 130 x 1000 x 350kg/day
1000000
"Total BOD5 load = 45.5 kg/day
BOD5 load in Kg/day in the aeration tank = 45.5 Kg
Oxygen required in Kg/day = 91.0kg/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 = 361.1m3 of 02 / day
No. of hours of oxygenation = 10.5
= 34.4 m3 / hr
Diffuser Transfer efficiency = 34.4/0.24
(24% for 4.0m submergence)
= 143m3 / hr
Hence, Air volume required in Aeration tank = 143 x 30% extra
= 186 m3 / hr
Air volume required in each Aeration tank = 186 m3 / hr
Equalization 20% of Air Volume of Aeration tank = 37 m3 / hr
Sludge Holding Tank + Decant Tank + Treated
Water Tank = 20% of Aeration Tank = 37 m3 / hr
Therefore Total air requirement in Cum. / Day = 260.0 m3 / hr
Hence Recommended Blower capacity = 260.0 m3 / hr
Pressure Sand Filter:
Flow = 130,000 Lt/day
Loading rate = 12 Cumec/Sqm. /hr
Considering the operation of 15 hours of filter
Provide a Pressure Sand filter of 1000 mm dia with sand as media over layer, under
drainpipe, laterals face piping etc.,
DesignTree Service Consultants Pvt Ltd
Activated Carbon Filter:
Flow = 130,000 liter/day
Loading rate = 12 Cumec/Sqm/hr.
Considering the operation of 15 hours of filter provide an Activated carbon filter of 1000
mm diameter 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. 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
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 1 Nos. Sludge transfer
Capacity : 10cum/hr @ 15 m head
Type : centrifugal Pumps
Solid handling size : Up to 25 mm
Duty: To pump the sludge from the SBR tank to the Sludge Holding Tank and from there
dried using mechanical filter press.
C. Provide 2 Nos. Filter feed pumps
Capacity : 8.7cum/hr @ 35 m head
Type : centrifugal pumps, self priming
Solid handling size : Up to 5 mm
Duty: To pump the Treated effluent from the Pre-filtration tank through the Pressure
Sand Filter and Activated Carbon Filter.
DesignTree Service Consultants Pvt Ltd
THE CIVIL UNITS AND ITS SIZES AS DESIGNED ARE:
Sl. No Name of the Unit Size in m.
1 Bar Screen Chamber 1.0 x 0.6 m
2 Equalization Tank 16.0 sqm x 2.5 m SWD
3 Sequencing Batch Reactor 27.5 sqm x 4.0 m SWD
4 Decant Tank 20.0 sqm x 2.2 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
Mechanical Equipment Proposed
SL NO ITEM Qty
1 Bar Screen 1 No.
2 Raw sewage Pumps 2 Nos.
3 Air Blowers 2 Nos.
4 Sludge Transfer pumps 2 Nos.
5 Pressure Sand Filter 1 No.
6 Activated Carbon Filter 1 No.
7 Filter Feed Pump 2 Nos.
8 Chlorinator 1 No.
DesignTree Service Consultants Pvt Ltd
6) STP FLOW DIAGRAM
STP flow diagram for Residential Buildings
STP flow diagram for School Building
DesignTree Service Consultants Pvt Ltd
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
Latitude: 13ᵒ03’12.74” N
Longitude: 77ᵒ29’18.86” E
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,
Nelamangala Taluk (Presently Bengaluru North Taluk),
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
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L
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E L E V A T E D E X P R E S S W A Y
3205.08 SQM
5
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x
6
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m
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SERVICES
9.50m x 19.50m
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G 1
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G 1
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+2
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BU
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BU
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BU
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BU
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G 5
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5
(2
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+3
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SITE AREA RESERVED FOR PROPOSED METRO STATION
N
A
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K
H
A
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KHARAB
PR
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AR
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B'MENT ENTRY
B'MENT EXIT
7.50m
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RA
MP
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105.00 &
109.00
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MP
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105.00 &
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109.00 &
113.00
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1
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1
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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
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8m
W
ID
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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
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X P
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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”
M/s. Prestige South City Holdings,
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,
Chikkabidarakallu Village, Dasanapura Hobli,
Nelamangala Taluk (Presently Bengaluru North Taluk),
Bengaluru.
TOTAL BUILT-UP AREA (RESIDENTIAL APARTMENT + CLUBHOUSE + SCHOOL BUILDING) = 5,81,436.56 Sqmt