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TRANSCRIPT
Application for Environmental Clearance
of
COMMERCIAL COMPLEX WITH MULTIPLEX
at
Netaji Subhash Place Metro Station, Opposite Wazirpur District Centre, Pitampura, New Delhi
Developed by
M/s Parsvnath Developers Ltd. Parsvnath Metro Tower
Near Shahdara Metro Station Shahdara, Delhi - 110032
Prepared By:
M/s PERFACT ENVIRO SOLUTIONS PVT. LTD. (NABET Registered wide list of accredited consultants organizations/ Rev 73/ 8th
February, 2019 at S.No.-116) 505, 5th Floor,NN Mall, Mangalam Palace, Sector-3, Rohini, New-Delhi-85
Phone: 011-4928136
Commercial Complex with Multiplex M/s Parsvnath Developers Ltd
Prepared by:- M/s Perfact Enviro Solutions Pvt. Ltd.
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TABLE OF CONTENTS
ENCLOSURE 1. FORM 1 & 1A ............................................................................................................. 4
ENCLOSURE 2. CONCEPTUAL PLAN .................................................................................................. 41
2.1 INTRODUCTION .............................................................................................................................. 42
2.2 ACTIVITIES/ AMENITIES .................................................................................................................... 42
2.3 SITE LOCATION ............................................................................................................................... 42
2.4 TYPE OF PROJECT ............................................................................................................................ 42
2.5 PROJECT DETAILS ............................................................................................................................ 43
2.6 POPULATION DETAILS ...................................................................................................................... 44
2.7 WATER MANAGEMENT .................................................................................................................... 44
2.8 RAIN WATER COLLECTION DETAILS ..................................................................................................... 44
2.9 POWER REQUIREMENT& BACK-UP ..................................................................................................... 44
2.10 SOLID & HAZARDOUS WASTE MANAGEMENT ...................................................................................... 45
2.11 PARKING MANAGEMENT .................................................................................................................. 45
2.12 GREEN AREA DEVELOPMENT ............................................................................................................. 45
ENCLOSURE 3. ENVIRONMENT REPORT ........................................................................................... 46
3.1 EXECUTIVE SUMMARY OF THE PROJECT .................................................................................... 48
3.1.1 Activities: ............................................................................................................................... 48
3.1.2 Description & Details of Project: ............................................................................................ 48
3.2 INTRODUCTION OF THE BACKGROUND INFORMATION ............................................................ 49
3.2.1 Brief Description of the Nature of the Project: ...................................................................... 49
3.3 PROJECT DESCRIPTION ............................................................................................................... 49
3.3.1 Land Use and Ownership of the site land .............................................................................. 49
3.3.2 Location of the project with connectivity .............................................................................. 50
3.4 RESOURCES ................................................................................................................................... 53
3.4.1 Water Resource Management............................................................................................... 53
3.4.2 Energy Resource Management .............................................................................................. 55
3.5 SITE ANALYSIS ............................................................................................................................ 56
3.5.1 Eco-sensitive areas with distance from project location ....................................................... 56
3.5.2 Annual Windrose Diagram .................................................................................................... 57
3.5.3 Social Infrastructure available ............................................................................................... 57
3.6 PROPOSED INFRASTRUCTURE .................................................................................................... 58
3.6.1 Types of Buildings & Activities Proposed ............................................................................... 58
3.7 ENVIRONMENT MANAGEMENT PLAN ....................................................................................... 58
3.7.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION ................................................... 58
3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION .......................................................... 61
3.8 ANTICIPITATED IMPACT & MITIGATION MEASURES .................................................................. 72
3.8.1 DURING CONSTRUCTION PHASE ............................................................................................ 72
3.8.2 DURING OPERATION PHASE .................................................................................................. 74
3.9 ENVIRONMENT MONITORING PLAN .......................................................................................... 75
ENCLOSURE 4. RISK ASSESSMENT .................................................................................................... 76
4.1 RISK ASSESSMENT ...................................................................................................................... 77
4.1.1 HAZARD IDENTIFICATION ...................................................................................................... 77
4.1.2 VULNERABILITY ANALYSES ..................................................................................................... 77
4.1.3 RISK ANALYSIS ........................................................................................................................ 77
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4.1.4 ONSITE EMERGENCY PLAN .................................................................................................... 79
4.1.5 Offsite Emergency Plan .......................................................................................................... 86
4.1.6 Security plan .......................................................................................................................... 86
4.2 EVACUATION PLAN .................................................................................................................... 87
Commercial Complex with Multiplex M/s Parsvnath Developers Ltd
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ENCLOSURE 1. FORM 1 & 1A
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FORM 1
I. Basic Information
S.No. Item Details
1. Name of the project/s “Commercial Complex with Multiplex”
2. S. No. in the schedule 8 (a)
3.
Proposed capacity/ area/length/
tonnage to be handled/ command
area/ lease area/ number of wells
to be drilled
Total plot area- 28,400 m2 (2.8400 ha)
Total Built-up area- 49953.00m2
4. New/ Expansion/Modernization New
5. Existing Capacity/ Area etc.
Earlier environment clearance had been
granted in 2008 vide letter no. 21-220/2008-
IA.III from MoEF&CC for plot area 28400 m2
and built-up area 29074.55 m2. Same was
expired in 2013 and no construction has been
started at the site.
6. Category of Project i.e. ‘A’ or ‘B’ Category ‘B’, Item 8 (a)
7. Does it attract the general
condition? If yes, please specify. Not Applicable
8. Does it attract the specific
condition? If yes, please specify. Not Applicable
9.
Location
Netaji Subhash Place Metro Station, Opposite
Wazirpur District Centre, Pitampura, New
Delhi
Plot/ Survey/ Khasra No.
Village Pitampura
Tehsil
District North West Delhi
State New Delhi
10. Nearest railway station/ airport
along with distance in kms.
Nearest Airport: Safdarjung Airport -13.58 Km SSE Nearest National Highway:NH-10 2.33 Km SSE Nearest Rly. Station: Adarsh Nagar Rly Station -2.32 Km NNE
11.
Nearest Town, city, District
Headquarters along with distance
in kms.
The project is in Delhi itself.
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12.
Village Panchayats, Zilla Parishad,
Municipal Corporation, Local body
(complete postal addresses with
telephone nos. to be given)
North Delhi Municipal Corporation
13. Name of the applicant M/s Parsvnath Developers Ltd.
14. Registered Address Parsvnath Metro Tower, Near Shahdara Metro
Station Shahdara, Delhi – 110032
15. Address for correspondence: G-3, Aggarwal Corporate Tower,
23 Rajendra Place, New Delhi - 110008
Name Harsh Vardhan Bansal
Designation (Owner/Partner/CEO) Director
Address Parsvnath Metro Tower, Near Shahdara Metro
StationShahdara, Delhi - 110032
Pin Code 110032
E-mail [email protected]
Telephone No. 9811612189
Fax no. -
16.
Details of Alternative Sites
examined, if any. Location of these
sites should be shown on a
toposheet.
No alternative site has been examined.
17. Interlinked Projects No, it is not an interlinked project
18.
Whether separate application of
interlinked project has been
submitted?
Not Applicable
19. If yes, date of submission Not Applicable
20. If no, reason Not Applicable
21.
Whether the proposal involves
approval/clearance under: if yes,
details of the same and their status
to be given.
(a) The Forest (Conservation) Act,
1980?
(b) The Wildlife (Protection) Act,
1972?
(c) The C.R.Z. Notification, 1991?
Not Applicable
Not Applicable
Not Applicable
22.
Whether there is any Government
Order/ Policy relevant/ relating to
the site?
Not Applicable
23. Forest land involved (hectares) No
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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
Not applicable
Not applicable
Not applicable
II. Activity
1. Construction, operation or decommissioning of the Project involving actions,
which will cause physical changes in the locality (topography, land use, changes
in water bodies, etc.)
S.No. Information/Checklist
confirmation
Yes/
No
Details thereof (with approximate
quantities /rates, wherever possible)
with source of information data
1.1 Permanent or temporary
change in land use, land cover
or topography including
increase in intensity of land use
(with respect to local land use
plan)
No The land belongs to the DMRC for
development of Metro station and
develop real estates or other commercial
facilities in the metro stations. DMRC
proposed to grant a concession agreement
with a developer to construct, develop,
procure, finance, manage, maintain and
licence the use of the built-up spaces and
facilities in the specified area for specified
purpose. Therefore, land use will not
change as the site will be used for
construction of commercial complex.
However, land cover will change from
open land to commercial complex.
1.2 Clearance of existing land,
vegetation and buildings?
No The proposed site is a vacant land with few
shrubs which shall be cleared off for
construction of commercial complex.
1.3
Creation of new land uses?
No The land belongs to the DMRC for
development of Metro station and develop
real estates or other commercial facilities
in the metro stations. Since the proposed
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project is commercial complex. Hence,
there will be no new land use.
1.4 Pre-construction investigations
e.g. bore houses, soil testing?
Yes Pre-construction Geo-technical
investigation will be done.
1.5 Construction works? Yes Construction shall be done as per
Sanctioned Building plans.
1.6 Demolition works? No No demolition work is required.
1.7 Temporary sites used for
construction works or housing
of construction workers?
No Approx. 150 workers during construction
phase will be hired from nearby areas and
hence there will be no need of providing
housing. Only temporary shelters will be
provided.
1.8 Above ground buildings,
structures orearthworks
including linear structures, cut
and fill or excavations
Yes Above ground, the building shall be
elevated upto maximum height of 24 m.
Soil excavation of 91,254.0 m3will be done
for foundation & 2 level basements.
1.9 Underground works including
mining or tunnelling?
No Not applicable
1.10 Reclamation works? No No reclamation work will be done.
1.11 Dredging? No Not applicable
1.12 Offshore structures? No Not applicable
1.13 Production and manufacturing
processes?
No It is a commercial complex; hence no
production or manufacturing processes
shall be carried out.
1.14 Facilities for storage of goods
or materials?
Yes During Construction Phase:
• Separate raw material yard shall be
made within the project site.
• Cement shall be separately stored
under cover in bales.
• Sand shall be stacked nearby under
tarpaulin cover.
• Bricks and steel shall be laid in open.
During Operation Phase:
As the project is Commercial Complex with
multiplex,the raw material shall be food,
stationary and other items which will be
stored in respective shops only.
1.15 Facilities for treatment or
disposal of solid waste or liquid
effluents?
Yes During Construction phase:
The solid waste generation shall be 23
kg/day, which shall be disposed off at
municipal solid waste site.
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The sewage waste shall be discharged to
septic tank via soak pit.
During Operation Phase:
Approx. 683 kg/day of solid waste shall be
generated from the project out of which
the biodegradable waste will be 273 kg/day
which shall be treated in organic waste
converter and converted to manure.
410kg/day of Non- Biodegradable waste
and plastic waste will be given to approved
recycler.
The total waste water generation in the
project shall be 75 KLD which will be
treated in STP of 100 KLD based on FAB
technology.
Details of solid waste and water
management are given in Environment
Report.
1.16 Facilities for long term housing
of operational workers?
No During Construction phase:
The workers during construction phase
shall be hired from nearby areas and hence
there is no need of providing long term
housing. Only temporary shelters will be
provided.
During Operation Phase:
As this is a Commercial Complex with
multiplex, staff like maintenance staff will
be from the nearby areas. Separate
housing will not be provided.
1.17
New road, rail or sea traffic
during construction or
operation?
No No new road, rail or sea traffic is proposed.
1.18
New road, rail, air, waterborne
or other transport
infrastructure including new or
altered routes and stations,
ports, airports etc.?
No No new road, rail or sea traffic is proposed.
The transportation measures already
existing near site are as follows:
Nearest Airport: Safdarjung Airport -13.58 Km SSE Nearest National Highway:NH-10 2.33 Km SSE Nearest Rly. Station: Adarsh Nagar Rly Station -2.32 Km NNE
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1.19 Closure or diversion of existing
transport routes or
infrastructure leading to
changes in traffic movements?
No No closure or diversion of existing
transport routes or infrastructure leading
to changes in traffic movements will be
made.
1.20 New or diverted transmission
lines or pipelines?
No No such closure or diversion of
transmission lines is required.
1.21 Impoundment, damming,
culverting, realignment or
other changes to the hydrology
of watercourses or aquifers?
No No impoundment, damming, culverting,
realignment or other changes to the
hydrology of surface water courses is
required.
1.22 Stream crossings? No No stream crossing.
1.23 Abstraction or transfers of
water from ground or surface
waters?
No No ground water abstraction is proposed.
Abstraction of water if required will be
done only after getting permission from
CGWA.
1.24 Changes in water bodies or the
land surface affecting drainage
or run-off?
No There is no such water body existing near
the site & hence there will be no change in
any water bodies but, the vacant uneven
land surface will be developed into a
levelled commercial complex with
multiplex with a proper drainage network
& rain water harvesting pits which will lead
to ground water recharge & effective
drainage.
1.25 Transport of personnel or
materials for construction,
operation or
decommissioning?
Yes During Construction phase:
Materials during construction phase shall
be transported by truck, trolley etc. cars &
two wheelers will be used for
transportation of personnel.
During Operation Phase:
Car, two-wheeler, etc. will be used.
1.26 Long-term dismantling or
decommissioning or
restoration works?
No Not Applicable
1.27 Ongoing activity during
decommissioning which could
have an impact on the
environment?
No Not Applicable
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1.28 Influx of people to an area in
either temporarily or
permanently?
No During Construction phase:
Temporary influx of people in the form of
labours is envisaged. Approx. 150 no. of
local labours shall be employed.
During Operation Phase:
As this is a Commercial complex, 455 no. of
staff & 4545 nos. visitors are envisaged.
1.29 Introduction of alien species? No Not Applicable
1.30 Loss of native species or
genetic diversity?
No None
1.31 Any other actions? No Not Applicable
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):
S.No. Information/checklist
confirmation
Yes
/No
Details thereof (with approximate
quantities /rates, wherever possible) with
source of information data
2.1 Land especially undeveloped
or agricultural land (ha)
Yes 28400 m2(2.840 ha) of undeveloped
landwill be developed into Commercial
complex with Multiplex.
2.2 Water (expected source &
competing users) unit: KLD
Yes Source & Quantity During Construction
phase:
Water during construction phase shall be
arranged on temporary basis. For
construction activities, water shall be taken
from treated water from nearby STP.
Source & Quantity During Operation
Phase:
The ultimate source of fresh water will be
Delhi Jal Board. Total water requirement
details are given below:
Total Water Requirement
138 KLD
Fresh Water Requirement
32 KLD
Treated Water Reuse
106 KLD (72 KLD from Inhouse STP and 34 KLD from nearby STP)
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Detail water management & water balance
are given in Environment Management
Report.
2.3 Minerals (MT) No Not applicable
2.4 Construction material – stone,
aggregates, sand / soil
(expected source – MT)
Yes The major materials required for
construction of the project will be steel,
tiles, glass, cement, agate, bricks, flooring
tiles / stones, sanitary and hardware items,
electrical fittings, etc.
2.5 Forests and timber (source –
MT)
Yes Plywood for doors & windows shall be used
which shall be procured from local market.
2.6 Energy including electricity
and fuels (source, competing
users) Unit: fuel (MT), energy
(MW)
Yes Source of Electricity – TPDDL
Total Electrical load – 1900 KW
D.G. sets for power back up- 2x1010 kVA
(1x1010 kVA shall be standby) and 1x500
kVA
2.7 Any other natural resources
(use appropriate standard
units)
No Not applicable
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 actualor
perceived risks to human health.
S. No. Information/Checklist
confirmation
Yes
/No
Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
3.1 Use of substances or materials,
which are hazardous (as per
MSIHC rules) to human health
or the environment (flora,
fauna, and water supplies)
No No storage of hazardous substances (as
per MSIHC RULES) will be done.
3.2 Changes in occurrence of
disease or affect disease vectors
(e.g. insect or water borne
diseases)
No Suitable drainage and waste management
measures will be adopted in both the
construction and operational phase which
will restrict stagnation of water or
accumulation of water. This will
effectively restrict the reproduction and
growth of disease vectors.
3.3 Affect the welfare of people e.g.
by changing living conditions?
Yes During Construction phase:
This project will provide employment to
about 150 local labours during
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construction phase. This will lead to better
quality of life & will also set a standard for
future developments in the area.
During Operation Phase:
As it is commercial complex with
multiplex, there shall be several services
which will generate direct & indirect
employment for the people of nearby area
in the form of staff, security guards,
cleaning & maintenance staff, gardener,
staff for club, etc. total 455 no. of staff
shall be employed.
3.4 Vulnerable groups of people
who could be affected by the
project e.g. hospital patients,
children, the elderly etc.,
No No vulnerable group of people will be
affected by the project.
3.5 Any other causes No None
4. Production of solid wastes during construction or operation or decommissioning
(MT/month)
S.No. Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
4.1 Spoil, overburden or mine
wastes.
No Not applicable
4.2 Municipal waste (domestic
and or commercial wastes)
Yes During Construction phase:
Solid waste during construction phase will
be 23 kg/day which shall be disposed off
at municipal solid waste site.
Construction and demolition debris like
Concrete will be reused for backfilling &
waterproofing for terrace, toilets etc.
Tiles will be used in creating pathways in
the landscape area, & rest will be sent to
the construction & demolition facility.
During Operation Phase:
Approx. 683kg/day of solid waste shall be
generated from the project during
operational phase. 273kg/day of bio-
degradable waste generated will be
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treated in organic waste convertor
proposed within the site, 205 kg/day of
Non- Biodegradable waste shall be given
to approved recycler and 205kg/day of
Plastic waste shall be given to approved
recycler.
Detailed Solid Waste Management is
given in Environment Report.
4.3 Hazardous wastes (as per
Hazardous Waste
Management Rules)
Yes During Construction phase:
Used oil whenever generated from the
DG sets shall be kept in leak proof
containers in an isolated area and shall
be sent to approved recycler.
During Operation Phase:
Used oil generated from DG sets will be
carefully stored in HDPE drums in
isolated covered facility. The used oil will
be sold to vendors authorized by Central
Pollution Control Board for the
treatment of the same.
Suitable care will be taken so that
spills/leaks of used oil from storage could
be avoided.
4.4 Other industrial process
wastes
No Not Applicable
4.5 Surplus product No Not applicable
4.6 Sewage sludge or other
sludge from effluent
treatment
Yes About 5-6 Kg/day of dried sludge will be
generated from STP within complex and
this sludge will be passed through filter
press where it will be dewatered/ dried to
form a cake and then will be used as
manure in green areas. The unused
sludge shall be given to farmers or
nursery.
4.7 Construction or demolition
wastes
No Construction and demolition debris like
Concrete will be re used in backfilling &
waterproofing for terrace, toilets etc.
Tiles will be used in creating pathways in
the landscape area etc. & rest will be sent
to the construction & demolition facility.
Excavated soil generated during
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basement development will be used for
levelling and back filling. Top soil shall be
reused for landscaping to the maximum
extent possible. Recyclable waste like
steel, aluminium, cement bags etc. will be
sold to Recycler.
4.8 Redundant machinery or
equipment
No Not applicable
4.9 Contaminated soils or other
materials
No Not applicable
4.10 Agricultural wastes
No Not applicable
4.11 Other solid wastes
Yes E-wastegenerated shall be given to
approved recycler of SPCB. Battery waste
generated from inverters & UPS which
shall be disposed off as per the Batteries
(Management & Handling) Rules, 2001.
5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)
S.No. Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
5.1 Emissions from combustion
of fossil fuels from
stationary or mobile
sources
Yes During Construction phase:
DG sets of capacities 125 KVA x 2 No’s
& 62.5 kVA x 1 no, shall be bought and
shall be installed acoustically enclosed
with adequate stack height
During Operation Phase:
The only source of air emission will be
emissions from combustion of fuel of
2x1010 kVA (1x1010 kVA shall be
standby) and 1x500 kVA capacities.
Hence, to avoid the emissions, stack
height of 30 m above ground level will
be provided. The DG set shall meet all
the norms prescribed by CPCB.
5.2 Emissions from production
processes
No Not applicable
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5.3 Emissions from materials
handling including storage
or transport
Yes Dust shall be generated during
construction, from the movement of
transport vehicles & other construction
activities. The effect will be restricted to
construction phase only.
Water sprinklers shall be used for dust
suppression.
Material will be transported under
covered vehicles & will be stored under
Tarpaulin cover.Other dust mitigation
measures shall be taken to mitigate the
emissions from construction activities
which are given in detail in EMP report.
5.4 Emissions from
construction activities
including plant and
equipment
Yes Ready Mix Concrete (RMC) shall be used
to minimize the emission impacts from
the project. Dust & emissions are still
likely to be generated during
construction activities which shall be
reduced by sprinkling of water in a
specific time interval & timely
maintenance schedule for machinery.
Also, the machines shall be shut down
during idle period.
5.5 Dust or odours from
handling of materials
including construction
materials, sewage and
waste
Yes During loading & unloading of
construction material dust is likely to be
generated during construction phase.
Water shall be sprinkled and tarpaulin
cover shall be provided over stored raw
material to reduce dust emission.
Mobile Toilets during construction
phase shall be provided & shall be
cleaned regularly.
5.6 Emissions from incineration
of waste.
No Not applicable.
5.7 Emissions from burning of
waste in open air (e.g. slash
materials, construction
debris).
No Not applicable.
5.8 Emissions from any other
sources.
No Open burning of biomass/ other
material will be prohibited.
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6. Generation of Noise and Vibration, and Emissions of Light and Heat:
S.No. Information/Checklist
confirmation
Yes/
No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data with source of
information data
6.1 From operation of equipment
e.g. engines, ventilation
plant, crushers
No During Construction phase:
DG sets of capacities 62.5kVA shall be
installed acoustically enclosed. The
equipment such as mixer machines,
bulldozers, cranes, compactors &
excavators shall be used which will be of
highest standard of reputed make and
adhere to international standards. Hence
an insignificant impact due to construction
machinery is envisaged.
Apart from this, the construction activities
shall be restricted to daytime only and
timely maintenance of machinery will be
ensured.
During Operation Phase:
Source of noise in the operational phase will
be D.G. Set of 2 x 1010 kVA (DG set of
1x1010 kVA shall be standby) and 1x500
kVA. The D.G. Set shall be kept in
acoustically treated room with anti-
vibration pads and will be used during
Power failure only. They may generate
noise level maximum upto 75 dB (A).
6.2 From industrial or similar
processes
No Not applicable
6.3 From construction or
demolition
Yes Due to the various construction activities,
there will be short-term noise impacts in
the immediate vicinity of the project site.
These shall be restricted to day time only. It
has been estimated that during the
construction period the average noise level
is 70-75 dB (A) during peak construction
hours.
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Barricading of site shall be done in order to
reduce noise impacts outside the project
boundary.
6.4 From blasting or piling No No blasting or piling will be done.
6.5 From construction or
operational traffic
Yes Some amount of noise (70 – 75 dB (A)) will
be generated from vehicular movement in
the construction and operational phase.
Barricading/ Boundary development/
Plantation around the boundary wall shall
be done to reduce noise from traffic.
6.6 From lighting or cooling
systems
No Not Applicable
6.7 From any other sources No None
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:
S. No. Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
7.1 From handling, storage, use
or spillage of hazardous
materials
No There will be no storage of hazardous
materials.
7.2 From discharge of sewage or
other effluents to water or
the land (expected mode and
place of discharge)
Yes During operational phase STP of 100
KLD will be installed for treating 75 KLD
waste water and treated water will be
reused in flushing, gardening, DG
cooling and HVAC cooling purpose. No
water will be discharged to the sewer.
Hence there will be no risk of
contamination of land or water from
discharge of waste water/effluents.
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7.3 By deposition of pollutants
emitted to air into the land or
into water
Yes The only source of air emission will be
DG sets & vehicular emissions. The DG
sets adhering to CPCB standards will be
installed with adequate stack height.
The emission from DG sets will be
dispersed in the air & will not create any
contamination to land or water.
Vehicles with valid PUC certificates shall
be allowed in the project premises.
Residents shall be guided to keep their
vehicles checked for pollution control.
7.4 From any other sources No None
7.5 Is there a risk of long-term
build-up of pollutants in the
environment from these
sources?
No Not applicable
8. Risk of accidents during construction or operation of the Project, which could
affect human health or the environment.
S. No. Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
8.1 From explosions, spillages,
fires etc. from storage,
handling, use or production
of hazardous substances
Yes The possible sources of accidents like
explosions, spillages, fires etc. from
storage, handling could be construction
material, diesel, etc. All appropriate
measures shall be taken care of during
construction phase.
Proper Disaster management & fire
fighting system will be installed in the
proposed complex.
8.2 From any other causes Yes During Construction Phase:
The possible sources of accidents can be
electrical shocks, mechanical damages
etc. To avoid accidental damage, all the
labours shall be provided with suitable
personal protective equipment (PPE) as
required under the health & safety
norms. Training and awareness about
the safety norms shall be provided to all
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supervisors and labours involved in
construction activity.
8.3 Could the project be
affected by natural
disasters causing
environmental damage
(e.g. floods, earthquakes,
landslides, cloudburst etc.)?
Yes The area under study falls in Seismic
zone-IV, according to the Indian
Standard Seismic Zoning Map. There
may be possibilities that the project may
get affected due to earthquake,
flooding, etc. type of natural disasters.
Suitable seismic coefficients in
horizontal and vertical directions
respectively, will be adopted while
designing the structure to provide
sufficient strength to the structures to
withstand the earthquakes.
Flooding can occur only due to excess
rain in the area for which such drainage
system shall be designed & developed
that no flooding situation takes place.
Risk assessment is given as Enclosure IV.
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.
S. No. Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source 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
No
No
No
No
No
No
Not applicable
Not Applicable
Not applicable
Not Applicable
Not Applicable
Not Applicable
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9.2 Lead to after-use of the site,
which could have an impact
on the environment.
No Not Applicable
9.3 Set a precedent for later
developments
Yes Proper and Planned and eco-friendly
development.
9.4 Have cumulative effects due
to proximity to other existing
or planned projects with
similar effects
No No impact
III. Environmental Sensitivity
S. No Areas Name/ Identity
Aerial distance (within 15 km.) from Proposed project location boundary
1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value
2 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests
Water Bodies Western Yamuna Canal Najafgarh Drain Naini Lake Japanese Park Lake Swarna Jayanti Lake Bhalswa Lake Nangloi Drain Yamuna River Forest Northern Ridge Reserve Forest Central Ridge Reserve Forest Protected Forest near Yamuna River
0.41 Km NE 2.77 Km S 3.91 Km NEE 3.93 Km NW 4.64 Km NW 4.91 Km NNE 6.50 Km NW 7.20 Km E 5.74 Km SEE 7.00 Km SSE 7.63 Km E
3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration
None None
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4 Inland, coastal, marine or underground waters
None None
5 State, National boundaries
Uttar PradeshBoundary
7.14 Km NEE
6 Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas
Roads NH-10 NH-1 NH-8 NH-24 Railway Station Adarsh NagarRailway Station Azadpur Railway Station Shakur Basti Rly Station Badli Rly. Station New Delhi Rly Station Nangloi Rly Station Delhi Cant. Rly Station Airport Safdarjung Airport Delhi IGI Airport
2.33 Km SSE 2.54 Km NE 11.18 Km SSE 14.69 Km SE 2.32 Km NNE 2.33 Km NEE 2.58 Km SW 5.70 Km NNW 8.50 Km SE 9.19 Km SWW 9.69 Km SSW 13.58 Km SSE 16.10 Km SSW
7 Defence installations
None None
8 Densely populated or built-up area Ashok Vihar 1.18 Km SE
9 Areas occupied by sensitive man-made land uses (hospitals, schools, places of worship, community facilities)
Hospital Hospital nearTri Nagar Hospital nearAmbedkar Nagar Hospital near Sec-18, Badli Post Office Post Office near Lawrence Road Colony , Block -3 Post Office nearMourya Enclave Post Office near Shanti Nagar Place of Worship Mosque near Shakur pur Colony Temple near Lawrence Road Colony, Block-3 Temple near Mourya Enclave Schools Ravindra Public School, near Sport Complex Adriel Junior School near N.D.Block Pitampura PP International School near Dakshini Pitampura Banks ICICI Bank & ATM at Pitampura
1.98 Km SSE 3.01 Km N 4.56 Km NNW 0.64 Km SSE 0.95 Km NNW 1.72 Km SWW 0.51 Km SSW 0.64 Km SSE 0.70 Km NW 0.39 Km NW 0.66 Km NW 0.69 Km NW 0.22 km
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10. Areas containing important, high quality or scarce resources (Ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)
ASI Monument Sheet Attached Separately
11 Areas already subjected to pollution or environmental damage. (Those where existing legal environmental standards are exceeded)
Anand Parvat Industrial Area Naraina Industrial Area Wazirpur Industrial Area Najafgarh Industrial Area
4.29 Km SE 5.85 Km SSW 0.31 Km NE 3.53 Km S
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)
Area falls in seismic zone IV
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FORM 1A
CHECK LIST OF ENVIRONMENTAL IMPACTS
(Project proponents are required to provide full information and wherever necessary attach
explanatory notes with the Form and submit along with proposed environmental
management plan & monitoring programme)
I. LAND ENVIRONMENT
(Attach panoramic view of the project site and the vicinity)
1.1 Will the existing landuse get
significantly altered from the
project that is not consistent with
the surroundings? (Proposed
landuse must conform to the
approved Master Plan /
Development Plan of the area.
Change of landuse if any and the
statutory approval from the
competent authority be
submitted).
Attach Maps of
(i) Site location
(ii) Surrounding features of the
proposed site (within 500 meters)
(iii) The site (indicating levels &
contours) to appropriate scales. If
not available attach only
conceptual plans.
No, the existing land use will not get altered from
the proposed construction.The land belongs to
the DMRC for development of Metro station and
develop real estates or other commercial facilities
in the metro stations. Since the proposed project
involves construction of commercial complex with
multiplex, hence there will be no change in land
use.
The site location shown on Google Map is given in
Environment Management Report.
Map showing vicinity around the site is given in
Environment Management Report.
Site plan is enclosed as Enclosure 10.
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.
Total plot area – 28400 m2 (2.840 ha)
49953.00 m2
138 KLD
1900 KW
NH-10-2.33 Km SE Commercial Building with multiplex
Parking Requirement- 609 ECS
Parking Provision- 614 ECS
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1.3 What are the likely impacts of the
proposed activity on the existing
facilities adjacent to the
proposed site?
(Such as open spaces, community
facilities, details of the existing
landuse, and disturbance to the
local ecology).
The proposed development shall be carried out as
per the defined building by-laws; hence no impact
on adjacent activities is envisaged due to
proposed development.
1.4 Will there be any significant land
disturbance resulting in erosion,
subsidence & instability?
(Details of soil type, slope
analysis, vulnerability to
subsidence, seismicity etc. may
be given).
No such significant land disturbance will result.
However, care will be taken so that no erosion,
subsidence & instability takes place.
Soil Type: Silt Loam
Slope Analysis:
The project area possesses fairly plain terrain.
Erosion / Subsidence:
Proper greening & paving of area will be done to
avoid any soil erosion problem and subsidence.
Seismicity:
The area under study falls in Seismic zone-IV
according to the Indian Standard Seismic Map.
Suitable seismic coefficients in horizontal and
vertical directions respectively, will be adopted
while designing the structure.
1.5 Will the proposal involve
alteration of natural drainage
systems?
(Give details on a contour map
showing the natural drainage
near the proposed project site)
The project is not likely to alter or obstruct any
natural drainage courses. There is no natural
watercourse passing through the project site.
Hence, the project does not involve alteration of
natural drainage systems. As a result of
excavation of topsoil during construction phase,
the impact on drainage pattern, and run off
characteristics will be restricted to the project
area. Proper rain water drainage facility will be
provided and the run-off generated will be
drained through rain water harvesting ponds.
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
During construction phase, approx. 91254.0 m3 of
soil will be excavated in order to provide 2 level of
basement & foundation. The excavated soil will be
properly stacked within the project site. The
excavated top soil will be preserved separately
and will be used for landscaping purpose only.
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fill materials from outside the site
etc.)
1.7 Give details regarding water
supply, waste handling etc.
during the construction period.
Water Supply:During construction phase water
for construction purpose will be sourced through
STP treated water tanker suppliers and domestic
water for labour will be sourced from fresh tanker
supply.
Waste Generation / Handling:
Soil excavated will be reused for backfilling and
the fertile top soil will be reused for horticulture
purpose.
cement residual from concrete mixer plants will
be properly collected and reused in construction
site.
For construction labour, proper sanitary facilities
& wash areas will be constructed which includes
mobile toilets and good hygienic conditions will
be maintained. Mobile toilets shall be regularly
cleaned by the vendor. Municipal solid waste
from laborers shall be disposed off at designated
site.
Used oil shall be stored separately in leak proof
containers & shall be given to authorized vendors.
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 low lying and wetlands area are present in and
around the project site.
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)
The construction waste generated from the
project will be common in nature and will not
cause any health hazard to associate and nearby
population. The construction debris will be used
for land levelling /back filling. Waste concrete will
be reused as aggregate in construction process.
The rest of the construction debris shall be sent to
C & D facility.
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Mobile toilets & drinking water for construction
labour shall be provided.
2. WATER ENVIRONMENT
2.1 Give the total quantity of
water requirement for the
proposed project with the
breakup of requirements
for various uses.
How will the water
requirement met?
State the sources &
quantities and furnish a
water balance statement.
The total quantity of water requirement shall be 138
KLD and 32 KLD of the fresh water requirement shall
be met by DJB.
Domestic :32 KLD
Flushing :50 KLD
Gardening :6 KLD
HVAC & DG cooling :50 KLD
Total Water Requirement :138 KLD
Fresh water :32 KLD
Treated Water Reuse :72 KLD
Treated water from nearby STP : 35 KLD
Total Waste Water generation: 75 KLD
2.2 What is the capacity
(dependable flow or yield)
of the proposed source of
water?
DJB will supply water to the project and it is a
dependable source of water.
2.3 What is the quality of water
required, in case, the
supply is not from a
municipal source? (Provide
physical, chemical,
biological characteristics
with class of water quality)
In case DJB supply is not made or the supply made is
inadequate then the water complying with IS – 10500
shall be arranged.
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)
Total treated water of 72 KLD shall be generated from
the S.T.P which will be reused in flushing, gardening,
DG cooling &HVAC cooling purposes within the project
premises. 52% of total water requirement will be met
by inhouse recycled water.
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2.5 Will there be diversion of
water from other users?
(Please assess the impacts
of the project on other
existing uses and quantities
of consumption)
There will not be any substantial effect on water
demand of this region as the development will be done
as per the development plan of the area.
2.6 What is the incremental
pollution load from
wastewater generated
from the proposed
activity?
(Give details of the
quantities and composition
of wastewater generated
from the proposed activity)
The total waste water generation from the project will
be 75 KLD which will be treated in in-house S.T.P of
capacity 100 KLD. 72 KLD treated water will be reused
for flushing, gardening, DG cooling &HVAC cooling
purposes. No excess treated water will be discharged
to the sewer.
2.7 Give details of the water
requirements met from
water harvesting? Furnish
details of the facilities
created.
No water requirement shall be met from rain water
harvesting however, 2 no. of rain water harvesting pits
shall be installed in the complex for recharging of
ground water.
(Detail of Rain Water Harvesting is given in
Environment Management Report.)
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 of the proposed construction
on the run-off characteristics as runoff from the
construction site shall not be allowed into the
roadside. Adequate measures shall be taken to
channelize such run off during construction phase
Since there will be 2 no. of rain water harvesting pit
proposed for installation. Hence, there will be no
impact on run-off characteristics.
No, it will not aggravate the problem of flooding or
water logging in any way, rather will reduce the same.
2.9 What are the impacts of
the proposal on the ground
water?
(Will there be tapping of
ground water; give the
details of ground water
table, recharging capacity,
Ground water extraction is not proposed in the
complex. However, groundwater recharging is
proposed through rain water harvesting, so, there will
be positive impact on ground water levels.
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and approvals obtained
from competent authority,
if any)
2.10 What
precautions/measures are
taken to prevent the run-
off from construction
activities polluting land &
aquifers?
(Give details of quantities
and the measures taken to
avoid the adverse impacts)
During the construction phase, runoff from the
construction site will not be allowed into the roadside.
It will be collected in tanks & used for sprinkling,
curing, etc.
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)
During construction phase
Adequate measures will be taken to channelize storm
water and the same will be collected in a tank and it
will be reused for sprinkling, curing etc.
During operation phase
Storm water will be channelized to 2 no. of rainwater
harvesting pits proposed within the complex & will
recharge the ground water.
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)
Mobile toilets will be provided for labourers during
construction period which shall be cleaned regularly.
2.13 What on-site facilities are
provided for the collection,
treatment & safe disposal
of sewage?
(Give details of the
quantities of wastewater
generation, treatment
capacities with technology
& facilities for recycling and
disposal)
During construction phase
Total water requirement during construction phase
will be 15 KLD out of which 7 KLD of water will be
required by labourers for domestic & flushing
purposes and 8 KLD for construction purpose. Mobile
toilets shall be provided at the site which shall be
cleaned regularly.
During operation phase, 75 KLD of waste water will be
treated in the proposed S.T.P. of 100 KLD capacity
based on FAB technology. No excess treated water will
be discharged to the sewer line.
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2.14 Give details of dual
plumbing system if treated
waste used is used for
flushing of toilets or any
other use.
Dual Plumbing line will be provided in the complex for
reuse of treated water.
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 threat to the biodiversity as there is no national
park/wildlife sanctuary within 10 km radius of the
site.
3.2 Will the construction
involve extensive clearing
or modification of
vegetation?
(Provide a detailed account
of the trees & vegetation
affected by the project)
No vegetation will be cleared.
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)
There will not be any kind of impact of this project on
site features.
The Shelter belt for the proposed project has been
planned to provide a clean, healthy and beautiful
green environment for the people to live in within the
proposed project site.
To minimize the impact, the provision of plantation
area of 5680 m2 area (20%), with lawns, ornamental
plants and trees shall be provided.
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.
Core Zone : The proposed site is an open land and this
place is not the habitat for local fauna. There will not be
any type of displacement or any other effect on the local
fauna due to proposed project activities.
Buffer Zone: There are no wild life sanctuaries within
10 km radius of the project site.
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4.2 Any direct or indirect
impacts on the avifauna of
the area? Provide details.
As there is no distinct plantation at site, hence no
avifauna exist at site hence, however, proper
landscaping has been planned to provide a clean,
healthy and beautiful green environment for the
population.
Common native variety of trees and ornamental
flowering species will be planted in the green space
which will attract avifauna & hence will have direct
positive impact on the local avifauna & this will provide
shelter to local birds.
4.3 Prescribe measures such
as corridors, fish ladders
etc. to mitigate adverse
impacts on fauna.
Not applicable
5. AIR ENVIRONMENT
5.1 Will the project increase
atmospheric concentration of
gases & result in heat islands?
(Give details of background
air quality levels with
predicted values based on
dispersion models taking into
account the increased traffic
generation as a result of the
proposed constructions)
The main source of air emissions in the project are
traffic that will increase due to the project and the
DG sets used for the project.
Increased traffic generation of vehicles due to
project will not cause significant increase in
atmospheric concentration of gases and do not
result in heat island formation.
Tree plantation in the complex will be provided such
that the impact of air pollution shall be minimized.
D.G. set of capacity 2 x 1010 kVA (Standby: 1x1010
kVA) and 1x500 kVA will be installed in the complex
which will be operated during power cut only &
which will be bought as per CPCB norms. The DG
sets will be provided with sufficiently high stack for
better dispersion of the flue gases.
Details are given in EMP Report.
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.
No dust, odor will be generated at site. Smoke will
be generated from the operation of DG sets. Proper
emission standards will be maintained as per CPCB
guidelines& adequate stack height shall be
provided.
5.3 Will the proposal create
shortage of parking space for
vehicles? Furnish details of
The optimum parking provision is proposed in the
basements& surface area. Hence there will be no
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the present level of transport
infrastructure and measures
proposed for improvement
including the traffic
management at the entry &
exit to the project site.
shortage of parking space for vehicles. Total parking
provision within the project will be 609 ECS.
5.4 Provide details of the
movement patterns with
internal roads, bicycle tracks,
pedestrian pathways,
footpaths etc., with areas
under each category.
A proper route shall be provided for the traffic
movement as well as pedestrian movement. The
project drive ways will be developed 7.5 m wide or
even wider where majorly one-way movement will
be followed.
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.
To reduce/ avoid traffic following steps arewill be
taken:
1. One-way traffic movement
2. No honking zones
3. No vehicle movement in specified areas. The
foundation will be made very hard and paved with
rubber flooring to minimize the vibration, also all
other measures to reduce vibration will be adopted
during designing of new blocks.
5.6 What will be the impact of DG
sets & other equipment on
noise levels & vibration in &
ambient air quality around
the project site? Provide
details.
There would be slight impact of DG sets on noise
levels, vibration and in ambient air quality around
the project site.
All the DG Sets of the proposed project will be
acoustically enclosed and be kept in acoustically
treated room.
Stack height as per C.P.C.B. norms to reduce the
impact on air quality around the project site will be
provided.
The noise from DG sets will meet the desired
standard as per C.P.C.B. guidelines. Low Sulphur fuel
will be used to run these DG sets.
Vibration pads will be used to run these DG sets to
minimize the vibration effect.
6. AESTHETICS
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6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations considered by the proponents?
Presently the land does not have any scenic amenity or beauty. Construction of the complex will increase the beauty of the area by having proper landscaping. Yes, all considerations have been taken by the proponents.
6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account?
No existing structure at site, however, there are a few trees and bushes exist at site which will be cut taking prior permission. Also, green area will be developed within the proposed project. Hence, no adverse effects are foreseen.
6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. 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.
There are no typical urban form & urban design
influencing the design criteria.
There are no Anthropological Sites near the project.
All significant features have been considered.
7. SOCIO-ECONOMIC ASPECTS
7.1 Will the proposal result in any
changes to the demographic
structure of local population?
Provide the details.
The proposed project is a Commercial complex &
thus there will be influx of population in the form of
staffs & visitors. Thus, there will be some change in
the demographic structure of the area.
7.2 Give details of the existing
social infrastructure around
the proposed project.
Hospital Hospital near Tri Nagar Hospital near Ambedkar Nagar Hospital near Sec-18, Badli Post Office Post Office near Lawrence Road Colony , Block -3 Post Office near Mourya Enclave Post Office near Shanti Nagar Place of Worship
1.98 Km SSE 3.01 Km N 4.56 Km NNW 0.64 Km SSE 0.95 Km NNW 1.72 Km SWW 0.51 Km SSW
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Mosque near Shakur pur Colony Temple near Lawrence Road Colony, Block-3 Temple near Mourya Enclave Schools Ravindra Public School, near Sport Complex Adriel Junior School near N.D.Block Pitampura PP International School near Dakshini Pitampura Banks ICICI Bank & ATM at Pitampura
0.64 Km SSE 0.70 Km NW 0.39 Km NW 0.66 Km NW 0.69 Km NW 0.22 km
7.3 Will the project cause adverse
effects on local communities,
disturbance to sacred sites or
other cultural values? What
are the safeguards proposed?
The proposed colony will be constructed within the
designated site as per the defined building by-laws
of government authority. There is no sacred site or
cultural heritage site within vicinity of proposed
project; hence no adverse impacts are envisaged.
8. BUILDING MATERIALS
8.1 May involve the use of building materials with high-embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency
The major materials required for construction of the project are steel, cement, bricks, flooring tiles/ stones, sanitary and hardware items, electrical fittings, etc. Energy efficient building material will be used.
8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts?
Yes, transportation and handling of material results in air & noise pollution.
The air & noise pollution will be minimized by
covering material by tarpaulin and ensuring PUC
certificate of vehicles and good condition of
silencers. Sprinkling shall be done on the site.
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Detailed measures of air & noise pollution control
during construction phase are given in the EMP
report.
8.3 Are recycled materials used in roads and structures? State the extent of savings achieved?
Yes, Following Recyclable waste will be used in
roads
• Cement jute bags, plastic bags etc. will be
used in roads
• Construction debris like Concrete will be
recycled and will be used in parking area and road
area.
• Sub Stratum removed during foundation
& excavation will be used for plot filling & making
pathways.
• Brick work wastage will be used for
pavements and parking area.
• Cut Tiles & chips will be used in creating
pathways in the landscape area & rest will be sent
to the construction & demolition facility.
• No recycled materials used in structures.
However, fly-ash mixed cement, concrete shall be
used.
8.4 Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project.
Collection: The different colour coded bins shall
be placed at different location within the group
housing colony. The bins will be emptied into the
main bins of the colony
Segregation: The solid waste will be segregated
at individual house levels or at the garbage room.
Disposal: From the main bins, service provider
will collect organic waste 273 Kg/day (Consisting
of kitchen waste, wood, leaves and branches etc)
from green bins shall be treated by using organic
waste converter and converted to manure. 205
Kg/day recyclable waste (Paper, Glass, Metals
etc) will be given to authorized recycler & 205
Kg/day of plastic waste shall be given to the
authorized recycler.
9. ENERGY CONSERVATION
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9.1 Give details of the power requirements, source of supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption?
Power Requirement: 1900 KW Source of Power:TPDDL Back-up Source: Power back up is proposed by using D.G. Sets: 2 x 1010 kVA (Standby: 1x1010 kVA) and 1x500 kVA. Fuel: Low sulphur diesel Appropriate energy conservation measures & management plan shall be adopted in order to minimize the consumptions of non-renewable fuel. Details given in Environment Management Report.
9.2 What type of and capacity of power back-up do you plan to provide?
DG Sets: 2 x 1010 kVA (Standby: 1x1010 kVA) and
1x500 kVA
Fuel: Ultra Low sulphur diesel.
All will be used to provide power backup during
power failures.
9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation?
Double reflective glass for external facade will be
used.
S. No
BUILDING MATERIAL PROPOSED WITH U & R VALUES
‘R’ Values (in Sq m. Deg C/ Watts)
‘U’ values (in Watts/ Sq m. Deg C)
1. Glass (Double insulated glass)
0.30 3.3
9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project.
Solar energy shall be used. It is proposed to install
solar panels.
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? Substantiate with details.
Yes, the layouts of buildings shall be designed to
maximize the potential for use of solar lighting per
day devices.
Yes, solar lights shall be used for street lighting &
common areas.
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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?
Solar measures shall be adopted to provide shading
devices for windows and roof which would
effectively reduce heating up of building envelope.
Louvers and sunshades will be used around windows
in order to protect from direct sunlight.
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
Suitable energy optimization will be adopted during
the calculation of energy load of the proposed
project. The space heating load will be minimized by
using solar structure and suitable buildings envelop
material.
The diesel generator sets shall be automatically
controlled to optimize their usage based on the
actual load requirements at any time. Space
conditioning will be provided as per norms of
National Building Code – Part 8; Building Services
Section 3–Mechanical Ventilation. Lighting intensity
will be done as per the National Building Code
Guidelines.
Uses of incandescent lamp and halogen lamps will
be avoided and energy efficient compact fluorescent
lamps & LED will be used for all common area.
HVAC shall be provided. Hence, there shall be no use
of CFC and HCFC free chillers.
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?
Predominant wind direction is from West to East,
there will be free flow of wind.
Building orientation is done in such a way that all the
blocks will have good natural cross ventilation.
Energy efficient construction material will be used to
achieve desirable thermal comfort. As the proposed
project involves construction of building which are
heat absorbing thus to counter the heat absorbing
effect facade of low U & R Value and proper
plantation will be provided.
Plantation will be done to reduce heat island effect
near pedestrian circulation area, passive and active
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open space to enhance human comfort within the
development and the neighbourhood.
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.
S. No
BUILDING MATERIAL PROPOSED WITH U & R VALUES
‘R’ Values (in Sq m. Deg C/ Watts )
‘U’ Values (in Watts/ Sq m. Deg C)
Solar Heat Gain Factor
1. Wall Brick & ACC Blocks wall (230 mm thick), both side thick sand cement plaster (12-18mm) with insulation.
2.28 0.44 0.011
2. Roof 200 mm RCC slab with mud phuska& clay tiles with 75 mm insulation.
2.04 0.49 0.01
9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans.
Fire storage tank with fire pumps like Hydrant pump,
Jockey Pump, Pressure vessel & Diesel Engine Driven
Pump shall be installed in the plant room.
Fire Hydrant System:
The hydrant ring main from fire pumps header shall
run all around the buildings with yard hydrants at
suitable intervals. Wet risers shall be tapped from
ring main and run along the shaft. Fire hose cabinet
shall be provided on all floors with accessories.
Sprinkler System: It shall be provided on all floor
areas except electrical rooms, server rooms.
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Overhead water storage tank at roof shall be
connected to sprinkler system.
Fire Extinguishers: Portable type class A, B & C fire
extinguishers shall be provided at all fire sensitive
places.
9.11 If you are using glass as wall material provides details and specifications including emissive and thermal characteristics.
All fenestration with U-factors, SHGC, or visible light
transmittance determined, certified, and labelled in
accordance ISO 15099 shall be adopted.
9.12 What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration.
The rate of air infiltration into the buildings will be
negligible.
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.
Solar energy will be used. It is proposed to install
solar panels.
10. ENVIRONMENT MANAGEMENT PLAN
10.1 The Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire.
Detailed Management Plan along with Monitoring Plan has been given in Environment Management Report.
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ENCLOSURE 2. CONCEPTUAL PLAN
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CONCEPTUAL PLAN
2.1 Introduction The project is development of a “Commercial Complex with Multiplex” at Netaji Subhash
Place Metro Station, Opposite Wazirpur District Centre, Pitampura, New Delhi being
developed by M/s Parsvnath Developers Ltd.
The land belongs to the DMRC for development of Metro station and develop real
estates or other commercial facilities in the metro stations. Therefore, DMRC proposed
to grant a concession agreement with a developer to construct, develop, procure,
finance, manage, maintain and licence the use of the built-up spaces and facilities in the
specified area for specified purpose. There is concession agreement between Delhi
Metro Rail Corporation Limited and M/s Parsvnath Developers Ltd to develop the
Commercial Block at Netaji Subhash Place Metro Station.
The site given by DMRC to the M/s Parsvnath Developers Ltd (Concessionaire) comprises
the total FAR area of approx. 19400 m2. This FAR area is a part of total plot area of 28400
m2 out of which the operational structure of Netaji Subhash Place Metro station has
utilised DAR of 9000 m2 and ground cover of 4500 m2. The licensable FAR for
development of commercial complex is 19400 m2 & proposed green building FAR is 970
m2.
Earlier Environmental Clearance had been granted for development of the office-cum-
commercial complex to M/s Parsvnath Developers Ltd from MoEF&CC vide letter no. 21-
220/2008-IA.III dated 29th October,2008 for plot area 28400 m2. and built-up area
29074.55 m2. But the construction works not started at the site. As time period of
environmental clearance has been completed and there is change in planning, therefore
we are hereby applying it as a fresh case for grant of environmental clearance.
The proposed built-up area of project is 49953.00 m2.
2.2 Activities/ Amenities • Retail
• Multiplex
2.3 Site Location The project site is located at Netaji Subhash Place Metro Station, Opposite Wazirpur
District Centre, Pitampura, New Delhi. The location of the project site is shown in
Environment Report.
2.4 Type of Project The project “Commercial Complex with Multiplex” is proposed to be developed on a
total plot area of 28400m2 (2.8400 ha).The built-up area of the project will be49953.00
m2which is less than1, 50,000 m2. Hence, it falls under category 8 (a) of EIA Notification,
2006.
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2.5 Project Details
Project details are given in Table below:
Table 2-1: Project Details
S.No. Description Unit Details
1. Total Plot Area m2 28400 (2.8400 ha)
2. Ground Coverage (Permissible) (50%) m2 14200
3. Ground Coverage (Achieved) (17 %) m2 13109.152
Existing Ground coverage for Metro station m2 4500
Proposed ground coverage for commercial complex
m2 8609.152
4. Total FAR (Permissible) (1.05) m2 29820
FAR Permissible (1.0) m2 28400
FAR green Building (5%) m2 1420
5. Total FAR Proposed m2 20370.00
Proposed FAR for commercial complex m2 19400
Proposed green building FAR m2 970
6. NON-FAR m2 6769.35
7. Total Basement Area m2 22813.65
First Basement m2 11406.827
Second Basement m2 11406.827
8. Built-up Area (A+B+C) m2 49953.00
9. Green Area (20% of the net plot area) m2 5680
10. No. of Floors No. G+3
11. No. of Towers/Block No. 1
12. No. of Basement (level) Level 2
13. Maximum Height of Building m 24
14. Total Population No. 4545
15. Total Solid Waste Generation Kg/day 682
16. Total Water Requirement KLD 138
17. Total Waste Water Generation KLD 75
18. STP Capacity KLD 100
19. Rain water Harvesting No. 2
20. Total Power Load KW 1900
21. DG Sets KVA 2 x 1010 KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x 1010 KVA)
22. Parking Required ECS 609
23. Parking Provided ECS 614
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2.6 Population Details During Construction Phase- 150 Nos. of local labour will be employed for the
construction of the project.
During Operation Phase- the total population of the project has been estimated to be4545 persons including staff, visitors.
The population details are given in Table below.
Table 2-2: Estimation of Population
Staff 455
Visitors 4090
TOTAL POPULATION 4545
2.7 Water Management Water Requirement
During construction phase-Total 15 KLD of water will be required out of which 5 KLD of
treated water will be arranged on temporary basis for construction activities, which will
be sourced through nearby STPand 10 KLD of water will be required for labours for
domestic & flushing purposes which will be sourced through tankers. Mobile toilets shall
be provided at site for labourers which shall be regularly cleaned.
During operation phase-Total 138 KLD water requirement will be met through supply
to be arranged by DJB. The amount of waste water generated will be 75 KLD from the
project which will be treated in STP of 100 KLD Capacity.
The total water management has been given in Environment Report.
2.8 Rain water collection Details The main source of ground water recharging in the study area is rainwater, which
infiltrates into the ground through various lithological units present in the study area.
Total 2no. of Rain Water Harvestingstructures shall be provided in the project site to
recharge the ground. Details are given in Environment Report.
2.9 Power Requirement& Back-up During Construction Phase- DG sets of 125 KVA x 2 nos. and 62.5 KVA x 1 no. will be
used for construction works.
During Operation Phase-The total power requirement of the projectwill be1900 KW
which will be met by TPDDL. In case of power failure, power backup will be provided
through DG sets of2 x 1010 KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA;
Standby: 1 x 1010 KVA).Stack height of30 m above surface level will be maintained.
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2.10 Solid & Hazardous Waste Management During Construction Phase-Approx. 91254.00m3of soil will be excavated due to
excavation of 2 levelsbasement& foundation. Total 23 kg/day of waste will be generated
from labourers.Construction & Demolition waste debris generated from site shall be
used in backfilling & levelling purposes & rest shall be disposed off to C & D
facility.Recyclable material of construction phase like aluminium, steel, wood pieces,
cement bags, plastic containers, cartons, glass etc. will be sold to recyclers.
During operation phase- Total 682 kg/day of solid waste will be generated from the
project. 273 kg/day of bio-degradable waste generated will be treated in organic waste
convertor proposed within the site, 205 kg/day of Non- Biodegradable waste shall be
given to approved recycler and 15 kg/day of Plastic waste shall be given to approved
recycler.
27 litre/month used oil shall be generated which will be sent to approved vendor.
E-waste generated will also be given to approved vendor.
Battery waste shall be generated from inverters & UPS. It will be properly managed as
per Batteries (Management and Handling) Rules 2001.
2.11 Parking Management During construction phase- Proper parking provisions for trucks and other construction
vehicles shall be made. Proper spaces for loading and unloading shall be defined.
During operation phase- Total parking requirement will be 609 ECS. Provision of 614
ECS will be provided. Details are given in Environment Report.
2.12 Green Area Development Development of Complex includes development of a plantation area including big
foliage trees,herbs, shrubs and grasses in the form of Green Belt, Periphery plantation,
Avenue plantation and lawns within the site. Total plantation area for the project will be
approx. 5680.00m2, i.e.20% of the net plot area.
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ENCLOSURE 3. ENVIRONMENT REPORT
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ENVIRONMENT MANAGEMENT PLAN
Application for Environmental Clearance
of
COMMERCIAL COMPLEX WITH MULTIPLEX
at
Netaji Subhash Place Metro Station, Opposite Wazirpur District Centre, Pitampura, New Delhi
Developed by
M/s Parsvnath Developers Ltd. ParsvnathMetro Tower
Near Shahdara Metro Station Shahdara, Delhi - 110032
Prepared By:
M/s PERFACT ENVIRO SOLUTIONS PVT. LTD.
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(NABET Registered wide list of accredited consultants organizations/ Rev 73/ 8th February, 2019 at S.No.-116)
505, 5th Floor,NN Mall, Mangalam Palace, Sector-3, Rohini, New-Delhi-85 Phone: 011-4928136
3.1 EXECUTIVE SUMMARY OF THE PROJECT
3.1.1 Activities: • Retail
• Multiplex
3.1.2 Description & Details of Project: Table 3-1: Project Details
S.No Description Unit Details
1. Total Plot Area m2 28400 (2.8400 ha)
2. Ground Coverage (Permissible) (50%) m2 14200
3. Ground Coverage (Achieved) (17 %) m2 13109.152
Existing Ground coverage for Metro station m2 4500
Proposed ground coverage for commercial complex m2 8609.152
4. Total FAR (Permissible) (1.05) m2 29820
FAR Permissible (1.0) m2 28400
FAR green Building (5%) m2 1420
5. Total FAR Proposed m2 20370.00
Proposed FAR for commercial complex m2 19400
Proposed green building FAR m2 970
6. NON-FAR m2 6769.35
7. Total Basement Area m2 22813.65
First Basement m2 11406.827
Second Basement m2 11406.827
8. Built-up Area (A+B+C) m2 49953.00
9. Green Area (20% of the net plot area) m2 5680
10. No. of Floors No. G+3
11. No. of Towers/Block No. 1
12. No. of Basement (level) Level 2
13. Maximum Height of Building m 24
14. Total Population No. 4545
15. Total Solid Waste Generation Kg/day 682
16. Total Water Requirement KLD 138
17. Total Waste Water Generation KLD 75
18. STP Capacity KLD 100
19. Rain water Harvesting No. 2
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20. Total Power Load KW 1900
21. DG Sets KVA 2 x 1010 KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x 1010 KVA)
22. Parking Required ECS 609
23. Parking Provided ECS 614
3.2 INTRODUCTION OF THE BACKGROUND INFORMATION
3.2.1 Brief Description of the Nature of the Project:
The project is development of a “Commercial Complex with multiplex” at Netaji Subhash
Place Metro Station, Opposite Wazirpur District Centre, Pitampura, New Delhi being
developed by M/s Parsvnath Developers Ltd. The total plot area is 28400 m2 and
proposed built-up area of project is 49953.00m2
Earlier Environmental Clearance had been granted for development of the office-cum-
commercial complex to M/s Parsvnath Developers Ltd from MoEF&CC vide letter no. 21-
220/2008-IA.III dated 29th October,2008 for plot area 28400 m2 and built-up area
29074.55 m2. But the construction works not started at the site. As time period of
environmental clearance has been completed and there is change in planning, therefore
we are hereby applying for grant of environmental clearance.
The built-up area of the project will be 49953.00m2 which is less than 1, 50,000 m2.
Hence, it falls under category 8 (a) of EIA Notification, 2006.
3.3 PROJECT DESCRIPTION
3.3.1 Land Use and Ownership of the site land
The land belongs to the DMRC for development of Metro station and develop real
estates or other commercial facilities in the metro stations. Therefore, DMRC proposed
to grant a concession agreement with a developer to construct, develop, procure,
finance, manage, maintain and licence the use of the built-up spaces and facilities in the
specified area for specified purpose. There is concession agreement between Delhi
Metro Rail Corporation Limited and M/s Parsvnath Developers Ltd to develop the
Commercial Block at Netaji Subhash Place Metro Station.
The site given by DMRC to the M/s Parsvnath Developers Ltd (Concessionaire) comprises
the total FAR area of approx. 19400 m2. This FAR area is a part of total plot area of 28400
m2 out of which the operational structure of Netaji Subhash Place Metro station has
utilised FAR of 9000 m2 and ground cover of 4500 m2. The licensable FAR for
development of commercial complex is 19400 m2.
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The land use proposed at the site is given in Table below& Figure below.
Table 3-2: Land use proposed for the project Site
Land Use Area (m2) Percentage
Ground Coverage 13109.152 46.16%
Green Area 5680 20.0%
Road & Open area 9610.848
33.84%
Total Plot area 28400 100.00%
Land useDiagram:-
3.3.2 Location of the project with connectivity Details of connectivity are shown in Table below.
Table 3-3- Site Connectivity
S.No. Accessibility Description Distance & Direction
1. Highway/ Road NH-10 NH-1 NH-8 NH-24
2.33 Km SSE 2.54 Km NE 11.18 Km SSE 14.69 Km SE
2. Railway Station Adarsh Nagar Railway Station Azadpur Railway Station Shakur Basti Rly Station Badli Rly. Station New Delhi Rly Station Nangloi Rly Station Delhi Cant. Rly Station
2.32 Km NNE 2.33 Km NEE 2.58 Km SW 5.70 Km NNW 8.50 Km SE 9.19 Km SWW 9.69 Km SSW
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3. Airport Safdarjung Airport Delhi IGI Airport
13.58 Km SSE 16.10 Km SSW
3.3.2.1 Geographical Information of Site
Latitude Longitude Elevation
28°41'43.76"N 77°9'9.81"E 216 m
3.3.2.2 Map on Google
Location map is shown in Figure 1.
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Figure 1: Location Map
3.3.2.3 Topographical Map
Topographical map is shown in Figure 2.
Figure 2: Topographical Map
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3.3.2.4 Layout Plan
The layout plan is given in figure 3.
Figure 3: Layout Plan
3.4 Resources
3.4.1 Water Resource Management
3.4.1.1 Water Requirement
During construction phase,for construction activities, treated water will be arranged on
temporary basis which will be sourced through nearby STP. Drinking water for labourers
will be sourced through the tankers.
Total water requirement during construction phase will be 15 KLD,out of which 8 KLD
shall be used by labours for domestic & flushing purposes and 7KLD of water will be used
for construction activities.Waste water will be generated from the labours which will be
disposed to Mobile toilets and will be regularly cleaned.
During operation phase,fresh water will be met through DJB.
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The total water requirement has been shown in the Tablebelow:
Table 3-4: Water Requirement
Water Balance
S.No. Particulars Population Factor in LPCD
TOTAL requirement (KLD) Waste Water(KLD)
Total (KLD)
Domestic (KLD)
Flushing (KLD)
Total (KLD)
1. Domestic
Staff 455 45 21 12 9
Visitors 4090 15 61 20 41
Sub Total 4545 82 KLD 32KLD 50KLD
2. Waste Water
25 KLD 50KLD 75 KLD
3. Gardening @ 1ltr/sqm 6 Nil
5. DG Cooling& HVAC cooling
50 Nil
Total 138 KLD 75KLD
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3.4.1.2 Source of Water
The water will be resourced through Municipal Supply/DJB.
3.4.1.3 Disposal
Total quantity of wastewater generation from the complexwill be 75 KLD. The generated
sewage will be treated in in-house sewage Treatment Plants of total capacity 100KLD.
Total 72 KLD of treated water will be utilized to the extent possible for flushing,
gardening, HVAC and DG cooling. No excess water will be discharged to the sewer.
3.4.2 Energy Resource Management
3.4.2.1 During Construction
DG sets of 125 KVA x 2 nos and 62.5 KVA x 1 no. shall be used for Power supply during
the construction phase.
3.4.2.2 During Operation
During operation phase 1900 KW of electric load from TPDDL shall be supplied to the
Complex. Power backup for common utilities shall be provided by DG set of 2 x 1010
KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x 1010 KVA)
3.4.2.3 Conservation
Following are the measures adopted to conserve the energy:
• We shall provide LED lights for common areas, street lighting & basement
lighting.
• Solar power shall be generated by installing Solar Photovoltaic panel.
• Energy Efficient (VVVF Non-gear) lifts shall be used.
• Energy Efficient/ load sharing DG sets shall be used.
• The motors used by pumps proposed in the project shall be energy efficient
complying with the ECBC norms.
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3.5 SITE ANALYSIS
3.5.1 Eco-sensitive areas with distance from project location1 The eco sensitive zones with distance from the project location are given in Tablebelow:
Table 3-5: Eco sensitive sites around the project site
S. No Areas Name/ Identity
Aerial distance (within 15 km.) from Proposed project location boundary
1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value
2 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests
Water Bodies Western Yamuna Canal Najafgarh Drain Naini Lake Japanese Park Lake Swarna Jayanti Lake Bhalswa Lake Nangloi Drain Yamuna River Forest Northern Ridge Reserve Forest Central Ridge Reserve Forest Protected Forest near Yamuna River
0.41 Km NE 2.77 Km S 3.91 Km NEE 3.93 Km NW 4.64 Km NW 4.91 Km NNE 6.50 Km NW 7.20 Km E 5.74 Km SEE 7.00 Km SSE 7.63 Km E
3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration
None None
1As per Topographical Map and Google Earth
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3.5.2 Annual Windrose Diagram The Wind Rose Diagram of Annual Average (2002-2013) is given in figure below:
Figure 3: Annual Windrose
(source- IMD, Safdurjung)
3.5.3 Social Infrastructure available
The social infrastructure available at site is given in Table below
Table 3-6: Social Infrastructure near the project site
Areas occupied by sensitive man-made land uses (hospitals, schools, places of worship, community facilities)
Hospital Hospital nearTri Nagar Hospital nearAmbedkar Nagar Hospital near Sec-18, Badli Post Office Post Office near Lawrence Road Colony , Block -3 Post Office nearMourya Enclave Post Office near Shanti Nagar Place of Worship Mosque near Shakur pur Colony Temple near Lawrence Road Colony, Block-3 Temple near Mourya Enclave Schools Ravindra Public School, near Sport Complex Adriel Junior School near N.D.Block Pitampura PP International School near Dakshini Pitampura
1.98 Km SSE 3.01 Km N 4.56 Km NNW 0.64 Km SSE 0.95 Km NNW 1.72 Km SWW 0.51 Km SSW 0.64 Km SSE 0.70 Km NW 0.39 Km NW 0.66 Km NW 0.69 Km NW
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Banks ICICI Bank & ATM at Pitampura
0.22 km
3.6 PROPOSED INFRASTRUCTURE
3.6.1 Types of Buildings & Activities Proposed
The proposed project is “Commercial Complex with multiplex”. The activities
includeRetail and Multiplex.
3.7 ENVIRONMENT MANAGEMENT PLAN The Environment Management Plan (EMP) is a site-specific plan developed to ensure
that the project is implemented in an environmentally sustainable manner where all
stakeholders including the project proponents, contractors and subcontractors,
including consultants, understand the potential environmental risks arising from the
proposed project and take appropriate actions to properly manage that risk. Adequate
environmental management measures need to be incorporated during the entire
planning, construction and operating stages of the project to minimize any adverse
environmental impact and assure sustainable development of the area.
The EMP presented below should be followed and regular monitoring of relevant
parameters as stated in post project-monitoring schedule shall be carried out. The EMP
is to be proactive in nature and will be upgraded if new facilities or modification of
existing facilities, with environmental concerns, come up at a later stage.
EMP includes four elements:
• Commitment and Policy: Proposed project will strive to provide and implement
the Environmental Management Plan that incorporates all issues related to air,
land and water.
• Planning: This includes identification of environmental impacts, legal
requirements and setting environmental objectives.
• Implementation: This comprises of resources available to the developers,
accountability of contractors, training of operational staff associated with
environmental control facilities and documentation of measures to be taken.
• Measurement and Evaluation: This includes monitoring, corrective actions, and
record keeping.
3.7.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION
3.7.1.1 AIR ENVIRONMENT :-
Air quality around the project will be adversely impacted during the construction stage.
Various construction activities especially related to lose material likely to cause
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generation of dust that adversely impacts the air quality of the surrounding area of the
project site. To minimize such impact, following measures will be taken:
• Dust mitigation measures shall be taken as per Environment (Protection)
Amendment Rules, 2018.
• Metallic Roads leading to or at construction sites shall be paved and blacktopped.
• No excavation of soil shall be carried out without adequate dust mitigation
measures in place.
• No loose soil or sand or Construction & Demolition Waste or any other
construction material that causes dust shall be left uncovered.
• Wind-breaker around the project siteshall be provided.
• Water sprinkling system shall be put in place using spraying Nozzles.
• Sprinkling shall be done every hour by fixed sprinkling system.
• Grinding and cutting of building materials in open area shall be prohibited.
• Construction and Demolition waste shall be stored only within earmarked area
and road side storage of construction material and waste shall be prohibited.
• Only covered vehicles carrying construction material and waste shall be
permitted inside the complex.
• Construction and Demolition Waste processing and disposal site shall be
identified and required dust mitigation measures be notified at the site.
• DG sets shall be installed acoustically enclosed with adequate stack heights.
Tankers will be used for supply of construction water. Maximum Ground Level
Concentration of PM10 due movement of tankers and operation of DG Set shall be
maintained. Sprinkling will be done at the source of dust anticipated.
3.7.1.2 WATERMANAGEMENT: -
During the construction of the proposed project, the services required like water supply
and sewage facilities shall be arranged on a temporary basis and the same shall be
maintained without any adverse impact on the environment. Following are the
measures required to manage the water environment at site:
• 15 KLD of water is required during construction phase, out of which 8 KLD of water
for labours for domestic& flushing use which shall be sourced through tankers and
7 KLD of water is required for construction purpose which shall be STP treated water
from nearby area/ STP supplied through Tankers.
• Mobile toilets for construction labours shall be provided which shall be cleaned
regularly and hygienic conditions shall be maintained at site.
• Runoff from the construction site shall not be allowed to stand (water logging) or
enter into the roadside or nearby drain. Adequate measures shall be taken to collect
such run off and either reuse or dispose off at the designated location.
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3.7.1.3 NOISE ENVIRONMENT: -
During the construction stage, expected noise levels will be in the range of 80-100 dB(A),
which will decrease with increase in distance. To avoid Noise impacts during night time,
majorly all the noise generating construction activities shall be carried out during the
daytime.
There will be some noise generation due to the movement of vehicles carrying
construction materials and as this will be only a temporary phenomenon, it shall be
managed by properly regulating the movement of vehicular traffic so that the ambient
noise quality will not be adversely affected.
To prevent any occupational hazard, ear muffs / ear plugs shall be given to the workers
working around or operating the plant and machinery emitting high noise levels.
Operation of such plant or machinery shall be strictly prohibited during night hours.
Careful planning of machinery operation and scheduling of operations shall be done to
minimize such impact. Furthermore, following measures shall also be adopted:
• All the machinery and equipment shall be regularly maintained to reduce the noise
level.
• DG sets of capacity 125 KVA x 2 nos and 62.5 KVA x 1 no. shall be installed acoustically
enclosed.
• Barricading of site shall be done in order to reduce noise impacts outside the project
boundary.
3.7.1.4 SOLID WASTE MANAGEMENT: -
During the construction, approx. 91254m3 of soil shall be excavated to provide the
basements and foundation. This excavated soil will be properly stacked within the site
and will be reused for back filling purposes. The top soil shall be stored at a designated
area and will be used for landscaping purposes during operational phase of the project.
As soon as proposed green area will be ready the top soil will be transferred and seeding
will be done with regular sprinkling.
Construction debris like Concrete will be recycled and will be used in lean concrete, brick
work wastage will be used in waterproofing for terrace, toilets etc. Tiles will be used in
creating pathways, in landscape area etc. Rest of the waste shall be sent to C & D facility.
Recyclable materials like aluminium, steel, wood pieces, cement bags, plastic containers,
cartons, glass etc. will be sold to recyclers.
Approximately 23kg/day of Municipal solid waste shall be generated from temporary
labours which shall be disposed off at Municipal Landfill site.
Used oil whenever generated from the DG sets shall be kept in a secured place and in
leak prof container and shall be sent to approved recycler
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3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION
3.7.2.1 AIR ENVIRONMENT
DG set of 2 x 1010 KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x
1010 KVA) will be installed as power backup for common utilities during power failure.
Proper stack height of 6 m above roof level will be maintained which will help in reducing
the air pollution.
Table 3-7: DG set & stack Height
D. G. Set. Capacity
No. Stack Height Stack Height (above ground level)
Location of DG sets
1010 KVA 2 (1 working & 1
Standby)
30 meter above
surface
30 m Basement
500 KVA 1 30 meter above
surface
30 m Basement
As per the specifications from D.G. Set manufacturer following emissions shall be
maintained, as given in Table below.
Table 3-8: DG Set emission standards
D. G. Set. Capacity
PM mg/Nm3
Nox mg/Nm3
HC mg/Nm3
CO mg/Nm3
1010 KVA 75 887.5 100 150
D.G Sets PM
mg/Nm3
NOx mg/Nm3
HC mg/Nm3
CO mg/Nm3
500 KVA 0.3 9.2 1.3 3.5
3.7.2.2 WATER MANAGEMENT
Total water requirement has been estimated to be 138 KLD for the proposed project,
out of which fresh water requirement will be 32 KLD which will be met by Municipal/
DJB supply and 72 KLD of water will be met by inhouse STP treated water and 34 KLD
will be taken from nearby STP water. Water shall be used mainly for domestic, swimming
pool, flushing,gardening&DG Coolingpurposes.
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Total quantity of wastewater generation will be 75KLD for the proposed project. The
generated sewage will be treated inSewage Treatment Plants of capacity 100KLD. 72KLD
of the treated water shall be reused for flushing, gardening and Cooling purpose. No
excess water will be discharged to the sewer line.
3.7.2.2.1 WASTEWATER TREATMENT SCHEME OF SEWAGE TREATMENT PLANT:
In the project, the generation of waste water will be about 75 KLD. The generated
sewage will be treated in in-houseSewage Treatment Plantsof total 100 KLD capacity.
Table 3-9: RAW SEWAGE CHARACTERISTICS
The Sewage Treatment Plant (STP) can treat the sewage & effluent of the STP can be
reused for Flushing, Gardening &DG and HVAC cooling purposes.
Table 3-10: TREATED SEWAGE CHARACTERISTICS
pH - 6.5-9.0
BOD mg / l <10
COD mg / l <50
TSS mg / l <20
Oil & Grease mg / l NIL
Following description gives the salient features of the STP:
1. Small space requirement
The concept of compact sewage treatment plant is promoted so that expensive
conventional treatment is dispensed herewith. The treatment scheme is also versatile,
in the sense that units can be re-arranged in any way in which the space and pile caps
are available.
2. Lower operating power requirements
The system utilizes aeration tanks of much smaller size, thereby reducing the overall
power required in aerating the raw sewage. Since the bio-reactor depth is more,
efficient transfer of oxygen takes place, thereby reducing the overall power consumed
in treatment.
3. Simplicity in operation and maintenance
Flow m3 / day 75KLD
pH - 7.5 – 8.0
BOD mg / l 200 - 350
COD mg / l 400 - 500
TSS mg / l 100
Oil & Grease mg / l 10
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The system adopted has much less moving parts (only pumps and blowers). Further
there is no moving part inside the bio-reactor. This gives the advantage of continuously
running the bio-reactor system, under widely fluctuating conditions. All the
maintenance on the mechanical systems can be done with normal skilled mechanics
available.
The system is unique in operation, such that, only inlet and outlet parameters (i.e. raw
sewage BOD / COD / TSS /TP and treated sewage BOD / COD / TSS / TP etc.) need to be
analysed. Since the bio-reactor is self-sustaining, there is no requirement of recycling
the biomass from the secondary clarifier. Hence, analysis such as MLSS / MLVSS / SVI
(sludge volume index) / F / M ratio etc. is not required to be done. This greatly reduces
the analytical load on the plant chemist / supervisor, and makes the system very simple
to operate and control.
4. Removal of Nutrients & coliform
The bio-reactor system adopted in the FAB based STP is provided with nutrients
removal, and removal of disease-causing E-coli bacteria.
Nutrient removal
The bio-reactor system operates at very food to micro-organisms ratio (F / M ratio). This
helps in totally converting the Ammonical nitrogen to nitrate nitrogen. In the process of
synthesis of organic substrate, about 40 – 50% of the total phosphates load is also
reduced. The remaining phosphates can be precipitated by addition of aluminum ions
dosed in form of Poly Aluminum Chloride (PAC). Phosphates react with aluminum ions
and precipitate as aluminum phosphate, which is an insoluble salt. Thus, the total
phosphates load can be easily reduced by more than 90%.
Coliform removal
The outlet BOD of the bio-reactor system being very low (in other words, hardly any
food is available to the E-coli), most of the coliform are killed in the reactor itself. The
treated sewage outlet coliform count will conform to WHO standards.
5. Sludge handling
The sludge generated in the bio-reactors is totally digested. Since the F / M ratio in the
bio-reactors is very low, the excess sludge generation is lower than compared to the
conventional ASP system. Normally, this sludge is anaerobically digested to stabilize the
organic matter. The present system does not envisage any sludge digestion (since the
sludge is aerobically stabilized in the bioreactors itself), making the system more suitable
for operation with less manpower.
The excess sludge is separated in the secondary clarifier, and then disposed off either
on drying beds, or can be directly used as soil conditioner.
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3.7.2.2.2 Hydraulic Flow Diagram of STP based on MBBR Technology
3.7.2.3 Rain Water Harvesting
The main source of ground water recharging in the study area is rainwater, which
infiltrates into the ground through various lithological units present in the study area. 2
nos. of RWH harvesting structuresare proposed in the site to recharge the ground water.
The runoff from the rooftop and storm water shall go to the recharge structures.
Scheme for Ground Water Recharging
The rainwater is diverted from the rooftop using rain water pipes to the surface /
underground drainage network. The entire complex is sub divided for recharging
structures. The rainwater is diverted into the desilting tank to remove inorganic
impurities and the outflow of the desilting tank is taken into the recharge well.
Desilting Tank
The desilting tanks are used to remove silt and other floating impurities from rainwater.
Desilting tank is like an ordinary container having provision for the inflow, outflow and
overflow. Apart from removing silt it holds the excess amount of water till it is soaked
up by the recharge structure. The bottom of tank will have unpaved surface (layers of
coarse sand) to allow standing water to percolate into the soil. The rainwater collected
in these desilting chambers shall be utilized for horticulture.
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Recharge well
The recharge well consists of percolation pits with boreholes in the middle of the pit.
UPVC pipe perforated will be lowered in the middle of the boreholes and the pit will be
filled with gravel and pebbles in three layers consisting of boulders, gravel and coarse
sand. The mouth of the UPVC pipe shall be protected to avoid silt getting into it. The
depth of the bore will depend on the soil condition/water strata. The schematic diagram
is enclosed.
It should be therefore concluded that there is no significant impact on surface water
quality & hydrology of the area. The proposed rainwater-harvesting scheme will stabilize
the groundwater table in the area.
3.7.2.4 RAIN WATER HARVESTING CALCULATION: -
Soil Quality :Silt Loam Annual Rain fall : 797 mm Peak Hourly Rain fall : 60 mm/hr Ground Water Level :25.9- 26.2 m below ground level (As
per Geotechnical Report) No. of Pits : 2 No. Size of each pit : Dia– 4.28 m & Depth- 4 m
Table 3-11: Rain water Harvesting Calculation
S.
No.
Description of
Area
Area
Considered
(Sq. M)
Harvesting
Factor /
Collection
Efficiency
per area
Retention
time capacity
of recharge
tank in 15 min
Total Volume of
Water Available
for Rain Water
Harvesting
(cu. m/15 min)
1. Water Available
from Terraces of
Apartment
buildings/Plots and
other roof-top
surfaces (Proposed
Commercial area)
8609.152 0.85 15 109
Net Plot Area 8609.152 109 cum
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Rain Water Harvesting pit Diagram:-
Maintenance Plan: -
1. Rain water harvesting pits should be checked and cleaned before and after rainy
season. Cleaning procedure consist of scrubbing of inner walls and floors. Cover
and ventilate the tank also.
2. Chlorine solution can be used for cleaning purposes followed by through rinsing.
3. Cleaning of filter shall be done before and after rainy season.
4. Cleaning of desilting tank shall be done before and after rainy season.
5. Regular cleaning of oil and grease trap will be done and maintained.
6. Weekly cleaning of the pits shall be done during rainy season.
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3.7.2.5 NOISE ENVIRONMENT
The main sources of the noise pollution will be D.G sets. of 2 x 1010 KVA& 1 x 500 KVA
(Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x 1010 KVA)that will be installed in the
project.
3.7.2.5.1 Noise Pollution Control System
DG sets shall be bought& installed acoustically treated and shall meet the norms
prescribed by CPCB. Planting of the trees at the boundary of the project will help in
reducing the level of the noise within the project.
Location of DG sets:Basement
3.7.2.5.2 ACOUSTIC ENCLOSURE / TREATMENT
There are two methods to reduce noise from DG Sets.
1. Acoustic Enclosures [when DG Set is kept outdoor]
2. Acoustic Treatment [when DG Set is kept indoor]
Insulation of air inlet and outlet points The sound travels along with air therefore it is necessary to control the travelling
sound with the help of insulated ducts [2” glass wool pads and perforated sheets] and
louvers at inlet and outlet air points. The ducts have S-type shape to prevent any direct
escape of noise Insulated service door
The maintenance and servicing of D.G. set is done using a suitable service door of 5’ x 7’
size. The door is made of MS sheet and frames fully insulated with 3” thick glass wool
pad followed by perforated aluminium sheets.
Antivibration Pads
Layout Plan of D.G Set Room
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3.7.2.6 PARKING MANAGEMENT
Parking Required:
Parking Required 3 ECS/100 m2 609 ECS
Parking Provision:
Location ECS provided
First Basement 265
Second Basement 272
Surface Parking 77
TOTAL 614 ECS
3.7.2.7 WASTE MANAGEMENT
3.7.2.7.1 MUNICIPAL SOLID WASTE
For 4545 persons around 683 Kg/day of municipal solid waste will be generated from
the proposed site.
Solid waste will be generated from the project (Biodegradable: 273Kg/day, Non-
Biodegradable: 205Kg/day&Plastic: 205Kg/day).
Battery waste shall be generated from inverters & UPS.
The solid waste categories and disposal method detail is shown is given in Table below:
Table 3-12: Municipal Waste Management
Type of
Waste
Colours
of Bins
Category Disposal Method Total Waste
(Kg/day)
Bio-
Degradable
Green Organics
The waste shall be treated
in organic waste
converter and converted
to manure
273
Non-Bio
Degradable
Blue Recyclable Approved Recycler 205
Plastic Blue Recyclable Approved Recycler 205
Total 153 Kg/day
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DETAILS OF ORGANIC WASTE CONVERTER
Tentative details of the Organic Waste Converter are as follows:
MODEL NO. NO. OF OWC
PROVISION
CAPACITY PER
BATCH
POWER DIMENSION (L X W)
OWC-130 1 NO. 50 KG/BATCH 8 HP 2.18 M X 1.19 M
Biodegradable Waste
Batch Capacity Curing Capacity Time Taken No of Batch
273 kg/day 50/batch 100 kg/day Machine Time=
15-20 m
Total Time=1 hr
6 batch/day
• No. of organic waste converter = 1 Nos.
• Volume of waste = 0.546tons/day or 0.546m3
• Capacity of curing for 10 days = 5.46 m2
• Space area for curing= 18.2m2
• Space for organic waste converter= 2.18 m x 1.19 m =2.59 x 1=2.59 m2
• Area required for storage and management of solid waste = 20.79 m2
• Area provided for storage and management of solid waste = 50 m2
3.7.2.7.2 Hazardous waste management: - Hazardous waste is a waste with properties that make it dangerous or potentially
harmful to human health or the environment. The universe of hazardous wastes is large
and diverse. Hazardous wastes can be liquids, solids, contained gases, or sludge. They
can be the by-products of manufacturing processes or simply discarded commercial
products, like cleaning fluids or pesticides. All hazardous wastes are required to be
treated and disposed off in the prescribed manner.
The main objective is to promote safe management and use of hazardous substances
including hazardous chemicals and hazardous wastes, in order to avoid damage to
health and environment.
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Table 3-13: Hazardous & E-Waste Management
Battery waste will be generated from inverters & UPS, which shall be treated as per the
Batteries (Management & Handling) Rules 2001.
3.7.2.7.3 PLANTATION
Green belt planning will be done with ecological perspectives for the project taking into
consideration and availability of space and other aspects. This will help in increasing the
aesthetic effect of the environment.
Since tree trunks are devoid of foliage, scrub should form there to give coverage to the
trunks. The trees maintain the regional ecological balance and conform to soil and
hydrological conditions. Indigenous species would be preferred.
Green belt/greenery will be developed along most of the periphery of the project area
as well as along roads. Proposed area under plantation/greenery is 5680 m2(20% ofplot
area) with trees, plants, herbs & shrubs and lawns. The trees planted will be of adequate
height.
Trees required –net Plot area/80 = 28400/80 = 355 no. of trees
No of trees proposed: 360 no. of trees
Type of Waste Disposal Method Total Waste
Used Oil (Schedule 5.1)
Waste shall be collected in leak proof containers at isolated place and then it will be given to approved vender of CPCB as per Hazardous Waste & other Wastes (Management & Transboundary Movement) Rules, 2016
27 ltr/month
E-waste E-Waste shall be collected and given to approved vender of CPCB as per E-Waste (Management) Rules, 2016.
2 Ton/month
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Species Proposed: -
3.7.2.7.4 PLANTATION PROGRAMME LAYOUT
Plantation in the project area helps to arrest the particulate matter in the area and
hence attenuate the pollution to a great extent and contribute positively to the
environment. The trees also help in maintenance of regional ecological balance and
conform to soil and hydrological conditions. Indigenous species are preferred for the
purpose.
The following characteristics are taken into consideration while selecting plant species
for green belt development and tree plantation.
• They are fast growing and tall trees.
• They are perennial and evergreen.
• They have thick canopy cover
• They have large leaf area index.
S No. Scientific Name Common Name
1. Alstoniascholaris Devil Tree
2. Saracaasoca Ashoka
3. Azadirachtaindica Neem
4. Plumeria alba Champa
5. Neolamarckiacadamb Kadam
6. Cassia fistula Amaltas
7. Syzygiumcumini Jamun
8. Bauhinia acuminata Dwarf white bauhinia
9. Ficusbenjamina Weeping fig
10. Ficus panda Ficus
11. Hibiscus rosa-sinensis China rose
12. Gardenia jasmoides Gardenia
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3.8 ANTICIPITATED IMPACT & MITIGATION MEASURES
3.8.1 DURING CONSTRUCTION PHASE
S.
NO.
Description Impacts Mitigation Measures
1. Air & Noise
Environment
• Dust will be generated
due to Site clearance,
construction activities
and emissions may be
generated due to
vehicles, DG sets and
machinery/equipment
etc.
• Loading and unloading of
construction materials
like, cement, sand,
stones, bricks, etc. will
result in dust generation.
• Procurement and
transport of construction
materials such as sand,
cement etc. will also
result in dust generation.
• Due to demolition of
existing structure.
• Proper Barricading shall be done to
reduce the dust during construction
of buildings. Also, barricading will
cut off some of the noise due to
construction activities.
• Water sprinkling shall be done to
reduce the dust during construction
of buildings.
• Raw material, construction debris
shall be kept covered during storage
as well as during transportation.
• The buildings under construction
shall be kept covered with green
cloth.
• D.G. set of 125 KVA x 2 nos and 62.5
KVA x 1 no. shall be provided with
adequate stack height to avoid
emissions.
• No loose soil or sand or
Construction & Demolition Waste or
any other construction material that
causes dust shall be left uncovered. 2. Water
Environment
• Soil runoff from the site
leading to off – site
contamination
(Particularly during rainy
season).
• Improper disposal of
construction debris
leading to off-site
contamination of water
resources.
• Disposal of domestic
waste water from
temporary labour rest
rooms.
• During construction phase, water
will be provided from the nearby
STP/tanker water supplier.
• Disposal of debris shall not be done
near water resources, rather, C & D
waste shall be disposed off as per
applicable rules.
• The rain water from the
construction site shall be collected
& reused for sprinkling.
• Mobile toilets shall be installed at
the site during construction phase
which will be regularly cleaned by
the agency.
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Spillage of oil and grease
from the vehicle and
waste water stream
generated from on-site
activities.
3. Solid Waste • The waste from labour
rest rooms/sheds would
be mainly household
domestic waste
• The solid waste
generated during
construction phase
• Used oil from DG sets.
• Construction and
demolition waste.
• Approx. 23 kg/day municipal solid
waste shall be generated from 150
labours which shall be disposed off
in MSW site.
• The excavated soil of 91254m3will
be reused for back filling purpose.
The top soil will be preserved
separately and will be used for
landscaping purposes only. The
unused soil shall be sent to landfill
site only identified be Municipal
corporation.
• Construction debris generated from
site shall be used in backfilling &
levelling purposes to the extent
possible. Rest of the waste shall be
sent to C & D facility.
• Used oil whenever generated from
the DG sets shall be kept in an
isolated area and in leak proof
container and sent to approve
recycler.
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3.8.2 DURING OPERATION PHASE S. No. Description Impacts Mitigation Measures
1. Air & Noise
Environment
• Running of DG sets of
capacities2 x 1010 KVA & 1 x
500 KVA (Working: 1x 1010
KVA, 1 x 500 KVA; Standby: 1 x
1010 KVA) during power
failure will result into air
emissions.
• DG sets shall be provided
with stack height of 30 m
above the surface as per
CPCB norms.
2. Water
Environment
• During the operation phase
abstraction of ground water is
not proposed for
project.Watersupply shall be
met by Municipal/ DJB.
• In the proposed complex,
water will be used for
domestic use, flushing, &
cooling. purposes etc.
• Fresh water requirement
shall be reduced by using
STP treated waterin the
complex.
• The waste water/ sewage
shall be treated in a STP of
total 100 KLD capacity
based on FAB technology.
• The treated water of 72
KLD will be reused in
flushing, miscellaneous &
gardening purposes.
• No excess water will be
discharged to the sewer
line
• Rain water shall be
recharged into the ground
water by 2 rain water
harvestingpits.
3. Solid Waste • Bio-degradable and recyclable
waste from household
activities.
• Used oil from DG sets and e-
waste.
• E- waste & battery waste
generation.
Bio-degradable waste of
273 Kg/day shall be
treated in Organic waste
convertor.410Kg/dayof
recyclable waste will be
given to authorised
recycler.
Used oilwill be generated
from the DG sets which
shall be kept in an isolated
area and in leak proof
container and shall be
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given to authorised
recycler.
The generated E-waste
shall be given to
Authorized vendor.
Battery waste shall be
treated as per the
Batteries (Handling &
Management) Rules,
2001.
3.9 ENVIRONMENT MONITORING PLAN
Monitoring During Construction During Operation
Air &stack :
• Ambient air quality at appropriate
location for PM10,PM2.5,SO2.NOX
• Stack emission for point sources
PM,SO2,NOX,HC & CO.
• Six monthly
• Six monthly
• Six monthly
• Six monthly
Water :
• Water Quality Monitoring for
relevant parameters ofIS - 10500
• Six monthly
• Six monthly
Wastewater:
• Waste Water Quality (Treated &
Untreated) for pH, TSS, Oil &
Grease.
• Waste water quality pH, TSS, oil &
Grease. BOD, COD, TKN &
Phosphate.
--
--
• Daily till
stabilization of
STP.
• Weekly till one
month then
monthly
Noise :
• Day & night level Noise Monitoring
• Six monthly • Six monthly
Soil :
• Soil Monitoring ,Qualitative and
Quantitative testing/analysis to
check the soil fertility , porosity,
texture, water holding capacity etc.
• Six monthly • Six monthly
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ENCLOSURE 4. RISK ASSESSMENT
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4.1 RISK ASSESSMENT Risk is a potential that a chosen action or activity will lead to a loss of human or property.
Risk assessment is a step for Risk Management. Risk assessment is determination of
qualitative and quantitative value of risk related a situation or hazard.
Hazard is a situation that poses a level of threat to life health or environment.
Risk assessment involves the following:
• Hazard Identification
• Vulnerability Analysis
• Risk Analysis
• Emergency Preparedness Plan
4.1.1 HAZARD IDENTIFICATION
The project is aCommercial Complex with Multiplexand there may be following types of
hazards:
4.1.1.1 Natural hazard:
1. Earthquake
2. Flooding
4.1.1.2 Manmade hazard:
1. Health Injuries
2. Fire & explosion
3. Electrical
4. Mechanical
5. Radiation
6. Thermal
7. Chemical
4.1.2 VULNERABILITY ANALYSES
This isa Commercial Complex with Multiplexhence staff & visitors will be vulnerable to
risks.
4.1.3 RISK ANALYSIS
The risk is likelihood of harmful effect big or small due to hazard, together with severity
of harm suffered. Risk also depends on number of people exposed to hazard.
Risk analysis provides severity of harm from particular type of hazard.
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4.1.3.1 Earthquake:
The project will be located at seismic zone IV where earthquake can occur from 4.0-7.0
Ricter scale.
4.1.3.2 Flooding:
The project site will be located in an area where no natural river or drainage exists.
However, flooding can occur due to excess rain.
4.1.3.3 Health Injuries
Health Injuries can occur during Construction Phase & appropriate measures shall be
taken as described below:
1. Safety nets shall be provided at appropriate level and various shafts/ openings will
be kept covered to prevent falls, slips, trips etc.
2. Necessary safety belts, helmets and eye-masks as required will be enforced at site.
3. Adequate guardrails will be provided to the staircases and common areas.
4. Adequate guardrails/ fences will be provided around the water storage spaces to
prevent drowning accidents.
5. Adequate protection/ fence will be provided around the excavated areas.
6. The machinery and the equipments will be regularly tested and maintained with the
specific emphasis against accidents failures.
7. The deployed Safety officers will ensure that the personnel/ labour will be kept at a
safe distance from working machinery to avoid accidents/ injuries due to toxic gases/
chemical/ noise.
8. Moving parts of various parts of machineries/ equipments shall be properly guarded.
9. Required fire extinguishers will be provided at the construction site.
10. Arrangements for clean drinking water will be made.
11. Rest rooms and first aid facilities will be made available for the workers.
4.1.3.4 Fire & Explosion:
Since it is aCommercial Complex with Multiplex, fire can occur due to electrical spark or
gas leakage from pantry.
Fire is mainly caused in Commercial Complex due to carelessness, short circuits, and
malfunctioning of gas regulator, tube, and such related products.
4.1.3.5 Electrical:
The electrical current can pass to the floor & metals due to inadequate insulation or
accidently.
4.1.3.6 Mechanical:
The mechanical fault can cause the risk & hazard which include the elevators.
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4.1.3.7 Radiation:
Due to use of wireless equipment’s there may be electromagnetic radiation.
4.1.3.8 Thermal:
Thermal heat can be generated from the D.G sets and the vehicles in the project.
4.1.3.9 Chemical:
Chemical use in the Commercial Complex with Multiplexwill be limited to cleaning
agents & medicines.
4.1.4 ONSITE EMERGENCY PLAN
An onsite emergency is caused by an accident or hazard that takes place within the
project and the effects are confined to the project.
The onsite emergency plan consists of following key elements:
• Planning as per hazard analysis
• Preventive measures
• Emergency response procedure
• Recovery procedure
4.1.4.1 Planning
1. Mapping of hazard vulnerable area shall be done in consultation with
management.
2. There shall be Disaster Management Cell in place
3. The disaster management cell have following members to share the responsibility
I. Site Controller (Administrator of project)
II. Incident Controller (Asstt. Administrator)
III. Personal Manager
IV. Communication Officer
V. Fire Officer
VI. Security Officer
VII. Engineering Incharge
VIII. Fire pump attendant
IX. First Aid Team
4.1.4.2 Preventive Measures
4.1.4.2.1 Earthquake:
Since project will be located at Seismic Zone IV, structural designing will be done as per
National Building Code 2016.
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4.1.4.2.2 Flooding:
• Proper designing of drainage system for domestic as well as storm water.
• Rain water harvesting structures will have provision of storage for one hour peak
rainfall.
4.1.4.2.3 Fire:
Reference:
• NBC-2016
FIRE STATIC STORAGE TANK:
Fire storage tank for covering the entire complex shall be provided with fire pumps like
Hydrant Pumps, Jockey Pump, and Pressure Vessel & Diesel engine driver pump is
proposed near the water storage tanks for proposed Commercial Complex with
Multiplex.
• Accessories:
i) Suction manifold (in fire pump room) fed from two fire water storagetanks.
ii) Delivery manifold (in fire pump room) fed by the pumps as explainedabove.
iii) An Air vessel shall be provided on delivery manifold of Hydrant system,
tocompensate for slight loss of pressure and to provide an Air cushion forcounter
acting pressure surges from the system. Separate delivery pipeswill be given for
Hydrant system.
FIRE HYDRANT SYSTEMS:
Fire hydrant system shall consist of the following:
i) Each fire hose cabinet shall be provided with
a) One single out let landing valve
b) Two sets of canvas hose pipe with branch pipe
c) One first aid fire hose reel.
d) One firemen’s Axe
e) 2 Nos fire Extinguishers
PORTABLE EXTINGUISHERS & FIRE SAFETY APPLIANCES:
Portable Extinguishers will be located in prominent and easy to reach during
fireemergency.
Type of Extinguishers:
Selection type and capacity of the Extinguishers shall be done as per I.S: 15683.
• Water-CO2 Type
• Dry Chemical Power (DCP) Type
• CO2 Type Extinguishers
• ABC (Power Type) Extinguisher:
Test Demonstration:
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At least 1 extinguisher per each type shall be demonstrated at site in simulated fire
conditions.
EXIT SIGNAGE
Exit Signage and evacuation instruction shall be displayed judiciously at prominent
locations.
FACILITY OF FIRE MAN AT MAIN GATE
i) Fire brigade inlet connection to tank.
ii) Fire brigade draw out connection to tank
4.1.4.2.4 Electrical:
i) Planning Stage:
Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC shall be
complied. The following safety measurement is considered.
• Earthing system
• The earthing system shall comply the requirement of IS: 3043, Indian Electricity
rules and other applicable statuary regulations and safety codes in the locality of
installation.
• GI plates earthing system shall be provided.
• One Earth Leakage Breaker sensitivity 30 mA shall be used per phase in all
Distribution Boards
In addition to that, following measures shall be adopted
• There will be colour coding and labelling of high voltage electrical wires.
• Sand bags/ wire bucket shall be placed near the electrical control/panel.
• Installation of electrical equipments shall be properly done like insulation,
guarding and grounding.
• Work practices and handling of the electrical equipments shall be properly
managed.
• Employees and workers shall be trained for awareness of safe work practices
and systems.
• Properly maintained equipments and tools will be used.
• Service of electrical equipments shall be done under the supervision of trained
personnel.
• Temporary connections made for experimental reasons shall be safe and
properly insulated.
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• Live electrical terminals shall be shielded.
ii) Operation Stage:
• Have only licensed electricians install, repair and dismantle jobsite wiring. That
way, everything will be completed according to electrical safety codes, ensuring
greater protection for the workers who will be using the wiring to power tools
and equipment. Bringing in a professional electrician also prevents the injuries
that result when less-qualified individuals attempt electrical jobs that they aren’t
properly trained to do.
• Check each extension cord before use. Ensure that insulation is completely intact
(free from cracks, tears, or abrasion) and that power extension cables haven’t
been knotted, which can cause conductor damage and increase the risk of fire.
• Do a thorough check for electrical wiring before cutting through any wall, floor
or ceiling. Any time that a tool inadvertently makes contact with an unseen
electrical line, the person holding that tool is likely to be shocked or electrocuted.
Always size up the situation before you get started to reduce your risk of injury.
• Inspect power equipments on a regular basis. Look over the tools’ power cords
and plugs for any sign of damage to the insulation, blades, or grounding pin. If
you find signs of excessive wear and tear, take tools out of commission until
they’ve been properly repaired. Maintain awareness during electrical tool use as
well; if a tool starts to overheat, smoke, give off a burning smell, or shock you on
contact, discontinue use immediately.
• Check insulated tools for damage before each use. Once the insulation layer of
an insulated hand tool becomes nicked, cracked or cut, the tool is no longer
effectively insulated – it actually becomes more of an electrical conductor, and
can increase your risk of injury. If a tool has damaged insulation, it is no longer
safe to use – destroy and replace it right away.
Never modify electrical plugs. Under no circumstances should you ever file down
the blades, remove the ground pin, or otherwise modify an electrical plug so that
it will fit into a socket – doing so only increases the likelihood of shock,
electrocution, and fire. Either have a certified electrician change the device’s plug,
or replace outdated two-prong receptacles with grounded outlets that can
accommodate a ground pin.
Keep extension cords in a safe place where they won’t be stepped on or driven
over.The force of a vehicle – or even repeated treading by pedestrians – can
cause an extension cord’s conductor to become misshapen or break, a problems
that can lead to electrical fires. Because it occurs in the core of the cable,
conductor damage isn’t always obvious to the eye, so play it safe from the start
by guarding jobsite extension cords with heavy-duty cord covers.
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Ensure that all electrical components stay dry. It’s one of the cardinal rules of
electrical safety: don’t mix electricity and water. Store power tools and cables
above water level when not in use, cover outdoor receptacles, and never use
electrically powered tools in a wet environment.
Use the right extension cord for the job. Before you plug in, make sure that the
wattage rating of the extension cord you’re using is greater than the pull (or
power requirement) of the equipment it’s powering. Using an extension cord to
supply more wattage than it’s rated for can cause conductor strain, overheating,
and possibly even fire.
4.1.4.2.5 Chemicals: This is aCommercial Complex with Multiplexproject no chemical container/tanker shall
be allowed insidethe project.
The chemical hazard includes the following:
• Causing fire, explosion.
• Release of harmful /toxic gas or particles.
• Splashing of hot corrosive or toxic liquid.
To prevent chemical hazard following measures shall be taken:
1. Use of safer chemicals as for as possible.
2. Keep material safety Data Sheet (MSDS) of all chemical.
3. Storage of chemical in appropriate container (which is safer for chemical)
4. Storage of chemical at defined place will spillage control system.
5. Proper environment like ventilation, temperature.
6. Use of chemicals by qualified and trained personals.
7. Use of personal protective equipment (PPE) during handing of chemicals.
8. Use of emergency procedures in case of leakage like
a) Fire fighting – for fire
b) Spillage treatment
c) First aid
d) Evacuation of area
For building projects only chemicals used are:
1. Cleaning agent (acid /caustic)
2. Insecticides
Cleaning agents can be treated by water.
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Insecticides shall be contained with specified space during sand & cotton and waste shall
be sent to TSDF.
The spray of insecticide shall be done by using gas mask.
4.1.4.2.6 Terrorism: All the preventive measures shall be taken as given in security plan.
4.1.4.2.7 Mechanical:
Mechanical hazards are created by powered operation of equipments or tools.
Mechanical hazards can occur at three locations:
1. Elevators
2. DG set room, Pump & motors room.
3. Vehicular Movement
Following preventive measures shall be taken.
1. Elevators shall be properly maintained with record book of maintenance.
2. Periodic replacement of critical components of elevator/ machine.
3. Proper training to operators of machines.
4. The protective guard will be installed at fan & motors.
5. There will be safe distance demarcation on heavy machines like cranes
(during construction)
6. Sign of danger at the hazard places.
4.1.4.2.8 Radiation:
The radiation hazard can be of two types:
• Ionizing Radiation (nuclear radiation)
• No ionizing radiation (non-nuclear radiation)
In the buildings in aCommercial Complex with Multiplex, radiation hazard is non
ionizing.
The radiation can be prevented in following manner:
1. Shielding of radiation.
2. Safe distance from radiation source.
3. Sign of radiation hazard at vulnerable areas.
4.1.4.2.9 Thermal:
Thermal hazards are objects or substances that transfer energy as heat.
Typical building can have following points of thermal hazard.
• Open flame
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• Boiling liquid
• Hot machines/ equipments
The thermal hazard can cause burn of skin, following preventive measures can be
taken:
1. The open flame area like mess shall be restricted.
2. Water heaters shall be properly insulated and safe distance & guard will be
installed.
3. D.G set room will have restricted entry.
4. Operators in the thermal hazard area shall be provided with protective gears
like gloves, goggles etc.
5. For emergency first acid room will be maintained.
4.1.4.3 Emergency Response Procedure
After all the preventive measures for any emergency following infrastructure shall be
provided.
1. Administrative office shall also make an Emergency Control Room.
2. Assembly area shall be demarked for each type of flats.
3. Communication system shall be installed in the project which includes
intercom and public addressing system.
4. Fire alarm shall be installed at vulnerable place.
5. The evacuation plan of each building shall be displayed at each floor of
respective building.
6. The safe zones (at the time of emergency) on map shall be displayed at
different locations.
7. First Aid facility shall be made available at Control room.
In case of emergency following action shall be taken.
1. The emergency shall be declared in case of following:
i) Fire alarm buzzing (Fire hazard)
ii) Vibration/Earthquake feeling (Earthquake)
iii) Water logging in the project above 30 cm (Flood)
iv) Any unusual smell of gas or suffocating feeling (Chemical leakage)
v) Security alarm from main gate. (Security risk/Terrorism)
2. On declaration of emergency communication shall be made to staff and visitor
for any type emergency
3. All the staff & visitor of the affected area shall be moved to safe zone
4. The control measures shall be done as per the emergency action plan for each
type of hazard.
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5. All the members of disaster management cell shall take charge of their
respective duties.
6. Outside help like fire tender, police ambulance etc. shall be called by site
controller or Incident controller.
4.1.4.4 Recovery Procedure
The recovery procedure will depend on the type of emergency. Recovery procedure
shall be followed by engineering section to restore the essential services like electricity,
water, telephone, food items.
4.1.5 Offsite Emergency Plan
If an accident take place in the project and its effect are felt outside the project, the
situation thus created is called an offsite emergency. In this case off site emergency is
not applicable.
4.1.6 Security plan
An ISO 27001 and 27002, which are the international best practice information security
management standards, defining and guiding Information Security Management System
(ISMS) development shall be adopted. These will provide the necessary benchmarking
for individual users to know the type of cover and the responsibilities that are defined
and provided by that institution for its guests. Most importantly, training, to staff needs
to be regularly imparted in dealing with such situations.
1. Manual Checks: At all gates the visitors and guest shall be manually checked
and asked for ID’s.
2. CCTV:At all important location with a remote viewing facility and record back
up. With highest resolution and picture quality. DVR being the back bone, its
recording and replaying capabilities must be considered.
3. Video Door Phone System: VDP equipment with associated telephone wiring
shall be provided for all flats having color view screen.
4. Central Control Room: This will control the security system from inside.
5. Communication Systems: Proper communication system to security staff shall
help them to coordinate better during emergencies.
Training and Security Drills (including Surveillance System)
Disaster planning is the responsibility of all sections of the community. The police, fire
brigade, civil defence, Home Guards, press, clergy, industrial groups, and community
groups must participate in the pre-disaster planning. The community as a whole has the
responsibility to teach first aid to groups in the community that could be utilized in
disaster situations. The disaster may involve the normal communication network itself.
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Therefore, two-way radio systems and messenger systems must be included as backups
in the event of a communication-system failure.
Proper training, security drill and evacuation drill shall be conducted in a defined time
period, so as to train the management people, security personnel’s, senior staff and all
other working staff in the Commercial Complex with Multiplexproject to take control of
all odds what so ever come in the way. These trainings shall be conducted for use of
weapons and Arms by some trained agencies for the said trainings. The training shall be
done periodically.
Making of Standard Operating Procedures
A standard operating procedure manual shall be prepared, followed and maintained
for all the eventualities due to attack by armed intruders.
Emergency Response Team
The disaster management cell shall act as an emergency response team shall be formed
in the project which will comprise of persons from Internal Control room personnel,
security staff,trainers, Police Control, Army official, Nearest Hospital Management, Fire
officer to take control of any eventuality if comes in the project.
4.2 EVACUATION PLAN Standard operating procedures will be formulated and maintained for all eventualities
due to attack by armed intruders.
Evacuation plan includes the evacuation due to
• fire hazard in the project
• Armed Intrusion
• Flood
• Earthquake
During any of the above-mentioned hazards, the evacuation will be as follows:
INFORM CONTROL ROOM
INFORM CONCERNED AGENCY
SUGGEST EVACUATION PLAN
SHIFTING RESIDENTS TO INTERNAL SAFE AREA
FIRST AID
TRANSPORT INJURED TO NEAREST HOSPITAL
TRANSPORT PEOPLE TO SAFE PLACE
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CALL NECESSARY HELP
Communication
The communication system is useful for rapid notification to appropriate units and
expeditious implementation of relief procedures. The fire brigade and metro police
units are linked through a wireless communication network. Additional channels of
communication are now available through personal cell phones. Use of personal cell
phones will not be restricted during disasters.
On-site crowd control and information management
Disasters usually attract crowds consisting of curious bystanders, onlookers,
overenthusiastic volunteers, and self-styled advisers. In general, this hampers rapid
triage and transport. The primary responsibility for crowd management is with the
police. When a call is received at any of the control rooms, the information is passed on
to the local police. The police contingent which arrives on the scene has the primary
responsibility for crowd control.
During construction Phase During Operation Phase
• Safety nets shall be provided at appropriate level and various shafts/ openings would be covered to prevent falls, slips, trips etc.
• Necessary safety belts, helmets and eye-masks as required are enforced at site.
• Adequate guardrails shall be provided to the staircases and common areas.
• Adequate guardrails/ fences shall be provided around the water storage spaces to prevent drowning accidents.
• Adequate protection/ fence shall be provided around the excavated areas.
• The machinery and the equipments shall be regularly tested and maintained with the specific emphasis against accidents failures.
• The deployed Safety officers ensure that the personnel/ labour shall be kept at a safe distance from working machinery to avoid accidents/ injuries due to toxic gases/ chemical/ noise.
• Moving parts of various parts of machineries/ equipments shall be properly guarded.
• The project is located at Seismic Zone IV. Structural designing will be done as per best structural engineering practices complying with all the applicable codes / standards. Also we have received the structural stability certificate.
• Proper designing of drainage system for domestic as well as storm water shall be provided.
• Rain water harvesting structures will have provision of storage.
• Fire Protection system shall be designed as per requirements of National Building Code – 2016
• Proper Fire evacuation system shall be provided.
• Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC shall be complied.
• Elevators shall be properly maintained with record book of maintenance.
• Periodic replacement of critical components of elevator/ machines.
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• Required fire extinguishers shall be provided at the construction site.
• Arrangements for clean drinking water shall be made.
• Rest rooms and first aid facilities shall be made available for the workers.
• Fire Protection system shall be designed as per requirements of National Building Code – 2016.