environmental clearances for warehouse...
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Environmental Clearances For
Warehouse project
Proposal Viz. Form1, Form -1A and Conceptual Plan with EMP and Other necessary
Documents prescribed by SEIAA , Haryana
Project Location Revenue Estate of Village Binola,
Manesar, District Gurgaon, State
Haryana.
Project Category B
Plot Area 32,412.52 m2
Built-up Area 28,666.79 m2
Submitted to
State Level Expert Appraisal Committee, Haryana
Project Proponent
India land and Logistics Private Limited
Environmental Consultant
Envirocare Technocrats Pvt. Ltd.
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Sl.
No
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Item Details
1. Name of the project/s : Warehouse of M/s India Land and Space
Logistics Pvt. Ltd
2. Sl. no. of the schedule : 8(a) : Building and Construction Project
(As per EIA notification dated 14th
September 2006 and subsequent
amendments to the date)
3. Proposed capacity / acre / length / tonnage to be handled / command
area / lease area / number of wells to be drilled
i. Plot area (as Per CLU) : 32412.52 m2
ii. Built up Area : 28666.79 m2
4. New/Expansion/Modernizatio
n
: New
5. Existing Capacity/Area etc. : At present construction of project is
almost complete prior to environmental
clearance due to unawareness of EIA
notification.
6. Category of Project i.e. 'A' or 'B' : B (As per Project or Activity Sl. No. 8 (a) of
Schedule List of Projects or Activities
requiring Prior Environmental Clearance
of EIA Notification 2006 amended to date)
7. Does it attract the general
condition? If yes, please specify
: No
8. Does it attract the specific
condition? If yes, please specify
: No
9. i Location : Village Binola, Manesar
ii Plot/Survey/Khasra No. : 18//21/2 MIN, 22 MIN, 27//1 MIN, 2, 3, 8,
9, 10, 11/1, 12/1
v District : Gurgaon
vi State : Haryana
10
.
Nearest Railway Station/Airport Along with Distance in km
i. Nearest Airport : IGI Airport 32.36 km NE
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Item Details
ii Nearest Railway Station : Taj-Nagar Railway
Station 10.23 km NNW
11
.
Nearest Town, City, District Headquarters along with distance in km
Nearest Town : Gurgaon, 17.7 Km (NEE)
Nearest City : Gurgaon, 17.7 Km (NEE)
District Headquarter : Gurgaon, 17.7 Km (NEE)
12. Village Panchayats, Zilla
Parishad, Municipal
Corporation, Local Body
(Complete postal address and
telephone nos. To be given)
: Village Panchayat: Binola
13. Name of the Applicant : M/s India Land and Space Logistics
private Limited
14. Registered Address : 11098-B,
Doriwalan, East Park Road
New Delhi-110005
15. Address of correspondence : RZ-279(A-55), Mahipalpur Extension
NH-8, New Delhi
Name : Manoj Saraogi
Designation
(Owner/Partner/CEO)
: Authorized Signatory
Address : RZ-279(A-55), Mahipalpur Extension
NH-8, New Delhi
Delhi
Pin Code : 110037
Email : assestmax@gmail.com
Telephone No. : 011-26787201; 09350014625
Fax No. 011-26788704
16. Details of alternative sites
examined, if any. Location of
these should be shown on the
topo sheet
: This was found to be the best site for
construction of warehouse as this is
connected well via NH-8 and it is away
from human settlements. Location of
project is shown on Toposheet and added
as Annexure I.
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Item Details
17. Interlinked Projects : No
18. Whether separate application
of interlinked project has been
submitted
: Not Applicable
19. If yes, date of submission : Not Applicable
20. If no, reason : It is an independent project.
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?
: NOC from Dy. Conservator of Forest
regarding No forest land vide letter no.
2830 – G dated 16.12.2014 is attached as
Annexures II.
(b) The Wildlife (Protection)
Act, 1972?
: Not Applicable
(c) The C.R.Z. Notification,
1991?
: Not Applicable
22. Whether there is any
Government Order/Policy
relevant/relating to the site?
: NOC from DC regarding applicability of
PLPA 1991, Aravali Zone vide letter no.
33/S.K 2 dated 07.01.2015 is enclosed as
Annexure III.
1. NBC, 2005 Guidelines
2. HUDA Norms
23. Forest land involved (Ha.) : No
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 : None.
(b) Case No. : None.
(c) Orders/directions of the
court, if any and its relevance
with the proposed project.
: None.
IIII.. AACCTTIIVVIITTYY
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.)
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No.
Information/Ch
ecklist
confirmation
Yes
/
No
Details thereof (with approximate quantities
/rates, wherever possible) with source of
information data
1.1 Permanent or
temporary
change in land
use, land cover or
topography
including
increase in
intensity of land
use (with respect
to local land use
plan)
Yes The project is already constructed.
(i) Landuse: Yes Landuse has been changed
permanently on plot area of 8.01 acre (32412.52
m2). Change in Land Use certificate was granted by
Directorate of Town and Country Planning
Department (DTCP), Haryana vide memo number G-
1961-JE (S)-2011/6523 dated 05.09.2011 for two
years and CLU was renewed vide memo number G-
1961-JE (S)-2013/53994 on 11.10.2013 for another
one year.
(ii) Topography: The project site has a flat
topography and average elevation of the site is 246-
251 m above Mean Sea Level. It is almost a plain
land.
1.2 Clearance of
existing land,
vegetation and
buildings?
No There was no vegetation or existing structure
present on project site. No clearance of vegetation,
tree felling or demolition of any structure has been
done on site.
1.3 Creation of new
land uses?
Yes The project is construction of warehouse complex
hence, land use has been changed.
1.4 Pre-construction
investigations e.g.
bore holes, soil
testing?
Yes The soil investigation for warehouse was carried to
determine the soil suitability, permeability and
treatment needed to strengthen the building
foundation. The basic premise of the soil
investigations are enclosed as Annex IV.
1.5 Construction
works?
No The construction work of warehouse Complex is
confined to the project site itself.
1.6 Demolition
works?
No No any Demolition work has been carried out for
warehouse construction neither it is proposed.
1.7 Temporary sites
used for
construction
works or housing
of construction
workers?
Yes The workers during construction phase were
deployed/hired from nearby areas. However,
provision of temporary sanitation (soak pits) was
provided at site.
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Information/Ch
ecklist
confirmation
Yes
/
No
Details thereof (with approximate quantities
/rates, wherever possible) with source of
information data
1.8 Above ground
buildings,
structures or
earthworks
including linear
structures, cut
and fill or
excavations
Yes 1. There are 5 Blocks in warehouse Complex, in
which the tallest building height is 15 m above
ground level.
2. Earth work involving excavations, back filling and
land scaping details are given below:
Excavation and Earthwork
S.
No.
Description Unit Quantity
1. Total Excavated Earth m3 12895.1
2. Backfill for Foundation m3 9026.6
3. Landscaping over area m3 3868.5
1.9 Underground
works including
mining or
tunneling?
Yes No mining or tunneling is involved.
1.10 Reclamation
works?
No There was no depression or pit in land hence, No
Reclamation work was at site. Reclamation was
done only for the area excavated for the purpose of
construction
1.11 Dredging? No Land had no water body hence no dredging was
done.
1.12 Offshore
structures?
No Not applicable.
1.13 Production and
manufacturing
processes?
No No production or manufacturing processes is
involved as this is for storage of non-agro goods
only.
1.14 Facilities for
storage of goods
or materials?
Yes The project is for storage of non-agro goods. During
construction raw material was stored at designated
places only and small temporary yard was made for
storage construction material.
1.15 Facilities for
treatment or
disposal of solid
waste or liquid
effluents?
Yes Liquid effluent will be recirculated by using dual
plumbing lines and STP of capacity 75 KLD is under
process of installation. And solid waste will be
segregated into biodegradable recyclable waste and
non-recyclable waste. Biodegradable waste will be
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Yes
/
No
Details thereof (with approximate quantities
/rates, wherever possible) with source of
information data
converted to manure using Solid waste converter.
1.16 Facilities for long
term housing of
operational
workers?
Yes 235 permanent residents are proposed.
1.17 New road, rail or
sea traffic during
construction or
operation?
No No new road, rail or sea traffic will be generated for
the purpose of the project. The existing transport
(NH-8 and SH-28) network was used during
construction phase of the project for transportation
of goods and material. And same transportation
network will be used for operational phase also
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, air, water borne or other
transport infrastructure including new or altered
routes and stations, ports, airports will be
developed or made for the purpose of the project.
Existing infrastructure (NH-8 and SH-28) is
sufficient for Transportation.
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 route is
proposed.
1.20 New or diverted
transmission
lines or pipelines?
No No new or diverted lines are proposed specifically
for this project all the lines will be provided by govt
agencies as per their planning.
1.21 Impoundment,
damming,
culverting,
realignment or
other changes to
the hydrology of
No There is no natural drain in the project site.
Therefore, no diversion of
drains/impoundment/culverting has been
purposed of the project.
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confirmation
Yes
/
No
Details thereof (with approximate quantities
/rates, wherever possible) with source of
information data
watercourses or
aquifers?
1.22 Stream crossings? No No stream exists at site or either crossing the site.
1.23 Abstraction or
transfers of water
from ground or
surface waters?
No No abstraction or transfer of water from ground or
surface water sources.
1.24 Changes in water
bodies or the land
surface affecting
drainage or run-
off?
No There will be no change in water bodies or the land
surface affecting drainage. However, slight change
in the run-off quantity is expected due to land use
change of the site. Proper drainage system shall be
made to take care of rain water drainage and rain
water harvesting.
1.25 Transport of
personnel or
materials for
construction,
operation or
decommissioning
?
Yes During Construction phase: Materials during
construction phase was transported by trucks,
trolley etc.
During Operation Phase: Trucks, Car, two-
wheelers, etc. will be used, as project is warehouse
complex.
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
1.28 Influx of people to
an area in either
Yes It is proposed to have 235 residents in warehouse
and 500 day borders staff and 400 visitors are
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confirmation
Yes
/
No
Details thereof (with approximate quantities
/rates, wherever possible) with source of
information data
temporarily or
permanently?
proposed.
1.29 Introduction of
alien species?
No NA
1.30 Loss of native
species or genetic
diversity?
No Construction has already been Completed.
1.31 Any other
actions?
No Not applicable
S.
No
Information/checklist
confirmation
Yes
/N
o
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
2.1 Land especially
undeveloped or
agricultural land (ha)
No The project site was developed vacant land,
located at Village Binola, Gurgaon, Haryana;
The land is an earmarked Location for
warehouse Purpose.
2.2
Water (expected source
& competing users) unit:
KLD
Yes Total Water Demand Will be in tune of 70
KLD in which 18 KLD will be Fresh Water met
by Private Water Tanker and 52 KLD will be
Treated water met by in-house build STP.
2.3 Minerals (MT) No Not Applicable
2.4 Construction material –
stone, aggregates, and /
soil (expected source –
MT)
Yes The details of construction materials has been
used in this building construction project is
given below:
S.
No
.
Details of
Material Approx Quantity
1 Brick Work 2300 MT*
3 Steel 1500 MT
5 Stone Aggregate 1400 MT
6 Sand 2500 MT
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):
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No
Information/checklist
confirmation
Yes
/N
o
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
7 Cement 2100 MT
8. Fire resistant
Plywood
31 MT
9. Tin Shelter 40 MT
2.5 Forests and timber
(source – MT)
Yes Plywood for doors & windows has been used
which was procured from local market.
2.6 Energy including
electricity and fuels
(source, competing
users) Unit: fuel (MT),
energy (MW)
Yes Operation Phase: During Operation phase
the Electrical load is 250 kW. The supply has
been sanctioned by Dakshin Haryana Bijli
Vitran Nigam Limited, Vide Office memo no.
1031 dated 25 February, 2014 and attached
as Annex V.
Power back-up will be provided by the 3 nos.
of DG sets of capacity 1 x 180, 1 x 160 & 1 x
62.5 kva. Consumption of diesel in each 180,
160 and 62.5 kva DG set will be
approximately 30, 26 and 11 liter / hour
respectively.
2.7 Any other natural
resources (use
appropriate standard
units)
Yes NA
3 Use, storage, transport, handling or production of substances or
materials, which could be harmful to human health or the environment
or raise concerns about actual or perceived risks to human health.
S.
No
.
Information/Checklist
confirmation
Yes
/No
Details thereof (with approximate
quantities / rates, wherever possible)
with source of information data
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.
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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)
Yes Used Oil from DG sets would be only the
generated hazardous waste from the
Warehouse.
3.2 Changes in occurrence of
disease or affect disease
vectors (e.g. insect or
water borne diseases)
Yes Suitable drainage, Sewage Treatment Plant
and waste management measures as per
MSW rule will be adopted during
operational phase. No stagnation or
accumulation of water will be allowed and
disinfectant shall be used on regular basis
for cleaning of toilets etc. 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 As it is a warehouse project, there shall be
several services required which will
generate direct & indirect employment for
the people of nearby area.
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 The generation of Municipal solid waste
during operation phase is given below:
Operation Phase
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5 Release of pollutants or any hazardous, toxic or noxious substances to
air (kg/hr)
Approx. 301.9 (Say 302) kg/day of solid
waste will be generated.
b) Operation Phase
Permanent staff 235 @ 0.5
kg/cap/day
117.5
Day Boarder Staff 500 @
0.25 kg/cap/day
125
Visitor 400@ 0.1
kg/cap/day
40
Landscape waste 4864.15
@ 0.004 kg/cap/day
19.5
Total 301.9 (Say
302) or
0.301 MT
4.3 Hazardous wastes
(as per Hazardous Waste
Management Rules)
NO No Solid hazardous waste will be generated
from Warehouse.
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 Approx. 27 kg/day sewage sludge (Dry)
from STP will be generated and used as
manure in greenbelt.
4.7 Construction or
demolition wastes
Yes All construction wastes has been reused for
flooring & filling in internal roads etc.
4.8 Redundant machinery or
equipment
No NA
4.9 Contaminated soils or
other materials
No NA
4.10 Agricultural waste No NA
4.11 Other solid waste No NA
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Yes
/N
o
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quantities/ rates, wherever possible)
with source of information data
5.1 Emissions from
combustion of fossil
fuels from stationary or
mobile sources
Yes The emission from stationary source will be
from Diesel operated Generator Sets and
mobile source will be from vehicles entering
the site like trucks, cars, motor cycles, etc.
The fossil fuels used are; diesel and petrol.
Emission Details from DG set (Stationary
Source)
Paramet
er
Uni
t
DG Sets
180
kva
160
kva
62.5
kva
PM g/s 0.003 0.010 0.001
SO2 g/s 0.030
0.070 0.011
NOX g/s 0.110 0.258 0.043
CO g/s 0.041 0.098 0.020
Emissions from Trucks, Motor Cycles,
Scooters (Mobile source)
Param
eter
Unit Trucks Motor
cycles
Car
PM g/k
m
1.117 0.014 0.019
CO2 g/k
m
801.39 46.10 148.76
NOX g/k
m
9.47 0.17 0.30
CO g/k
m
6.05 0.72 0.07
HC g/k
m
0.41 0.57 0.08
5.2 Emissions from
production processes
No Not Applicable
5.3 Emissions from material
handling including
storage or transport
Yes Dust will be generated due to movement of
transport vehicles. Please refer Point 5.1.
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Sl.
No.
Information/Checklist
confirmation
Yes
/N
o
Details thereof (with approximate
quantities/ rates, wherever possible)
with source of information data
5.4 Emissions from
construction activities
including plant and
equipment.
Yes Dust & emissions are likely to be generated
during construction activities which has
been reduced by sprinkling of water in a
specific time interval & timely maintenance
scheduled for machinery.
5.5 Dust or odour from
handling of materials
including construction
materials, sewage and
waste
Yes Dust from earth works (during
construction), Dust from construction
material handling, mixing of cement with
other materials & unloading of cement bags.
No foul odor was anticipated from the
project during construction.
Approx. 27 kg/day sewage sludge (Dry)
from STP will be generated and used as
manure in greenbelt.
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 Open burning of biomass/ other material
will be prohibited.
5.8 Emissions from any
other sources
No -
6 Generation of Noise and Vibration, and Emissions of Light and Heat
Sl.
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
Yes
During the construction, Noise was
expected to generate mainly from heavy
machinery, DG sets, and vehicular traffic.
Construction has been carried out only
during day time. The indicated noise levels
from certain construction plants/
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Information/
Checklist
confirmation
Yes/
No
Details thereof (with approximate
quantities/ rates, wherever possible)
with source of information data with
source of information data
equipments at 1m distance are indicated
below:
Concrete Mixer : 75 dB(A)
Generator : 85 - 90 dB(A)
Truck : 90 dB(A)
6.2 From industrial or
similar processes
No Not Applicable
6.3 From construction or
demolition
Yes Same as 6.1
6.4 From blasting or piling No No blasting or piling was done.
6.5 From construction or
operational traffic
Yes This is the Warehouse project and Noise
will generate during Vehicle Movement
during operation Phase.
6.6 From lighting or cooling
systems
No No significant noise impact will result from
lighting or cooling systems.
6.7 From any other sources Yes National Highway-8 (Warehouse is
adjacent to NH-8)
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
Yes Used oil from Dg sets will be only the
generated Hazardous waste which is stored
in HDPE drum in isolated place and sold to
approved registered recyclers of
SPCB/CPCB .
7.2 From discharge of
sewage or other effluents
to water or the land
(expected mode and
Yes A Sewage Treatment Plant of 75 KLD
capacity will be installed for treating the
waste water & the treated water will be
used in horticulture & flushing. Hence, no
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S.
No.
Information/Checklist
confirmation
Yes
/No
Details thereof (with approximate
quantities/ rates, wherever possible)
with source of information data
place of discharge)
effluent/waste will be discharged.
7.3 By deposition of
pollutants emitted to air
into the land or into
water
No Deposition of pollutant into water is not
anticipated.
Pollutant from DG sets will be dispersed
through Stacks.
7.4 From any other sources Yes Vehicular movement will result in SO2, NOX
emission.
7.5 Is there a risk of long
term build up of
pollutants in the
environment from these
sources?
No During operation of project-Green belt with
pollutant absorbing capability shall be used
to avoid long term built up of pollutants.
8 Risk of accidents during construction or operation of the Project,
which could affect human health or the environment.
Sl.
No.
Information/Checklist
confirmation
Yes/No Details 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 It is non-chemical and non-agro
product based warehouse hence not
involve any major hazardous activity
during operation process. Hence
chances of explosions, spillages, fires
are minimal.
No major hazardous waste will be
stored within the project site during
operation phase, except used Diesel
from Diesel Generator.
8.2 From any other causes Yes Natual calamities like earth quake,
building collapse, Major fire etc.
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confirmation
Yes/No Details thereof (with approximate
quantities / rates, wherever
possible) with source of
information data
8.3 Could the project be
affected by natural
disasters causing
environmental damage
(e.g. floods, earthquakes,
landslides, cloudburst
etc)?
Yes This area falls in seismic zone-IV that
is a High risk zone.
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/N
o
Details thereof (with approximate
quantities/ rates, wherever
possible) with source of
information data
9.1 Lead to development of supporting utilities, ancillary development or
development stimulated by the project which could have impact on the
environment
Supporting infrastructure
(roads, power supply,
waste or waste water
treatment, etc.)
Yes The project of warehouse will provide
basic facilities like development of
road, power supply, plumbing services,
waste collection points with in the
project premises.
Housing development Yes There is housing facility for 235
permanent Staff only.
Extractive industries No NA
Supply industries No NA
Other Yes Warehouse Project
9.2 Lead to after-use of the
site, which could have an
impact on the
environment
No 32,412.52 m2 vacant area has been
changed into Warehouse including
Paved area and Godown which can be
laid Heat Island effect. Further
4,864.15 m2 is proposed for greenbelt
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confirmation
Yes/N
o
Details thereof (with approximate
quantities/ rates, wherever
possible) with source of
information data
development which can be help in the
minimization of such effects.
9.3 Set a precedent for later
developments
Yes An EMP will be developed which will
be followed at all further stages of the
project.
9.4 Have cumulative effects
due to proximity to other
existing or planned
projects with similar
effects
No No impact
IIIIII.. EENNVVIIRROONNMMEENNTTAALL SSEENNSSIITTIIVVIITTYY
S.
no.
Areas Name/
Identit
y
Aerial distance (within 15
km)Proposed project location
boundary
1 Areas protected under
international conventions,
national or local legislation
for their ecological,
landscape, cultural or
other related value
No
NA
2 Areas which are important
or sensitive for ecological
reasons -Wetlands,
watercourses or other
water bodies, coastal zone,
biospheres, mountains,
forests
No
There is no any wastelands,
watercourse, Coastal Zone, Biospheres
within 15 Km of the area.
3 Areas used by protected,
important or sensitive
species of flora or fauna
for breeding, nesting,
foraging, resting, over
wintering, migration
No There is no any Protected area within
15 km area.
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S.
no.
Areas Name/
Identit
y
Aerial distance (within 15
km)Proposed project location
boundary
4 Inland, coastal, marine or
underground waters
No NA
5 State, National boundaries Yes Rajasthan State Boundary-10.8 km
(SW)
-
6 Routes or facilities used
by the public for access to
recreation or other
tourist, pilgrim areas
Yes State Highway 28 - 2.3 km (E)
National Highway 8 - Adjacent (N)
7 Defence installations No -
8 Densely populated or
built-up area
Yes Fazalwas Village - 2.4 km (EEN)
Bilaspur Khurd - 1.5 km (SW)
9 Areas occupied by
sensitive man-made land
uses (hospitals, schools,
places of worship,
community facilities)
Yes
Hospitals
Rockland hospital – 8.8 km (NNE)
Schools & College
M .S. International School- 1.7 km (W)
Amity University – 3.5 km (ENE)
Places of worship
Binola Temple 0.3 km NW
10 Areas containing
important, high quality or
scarce resources (ground
water resources, surface
resources, forestry,
agriculture, fisheries,
tourism, minerals)
Ground Water
The ground water level is 20-30 meters bgl both during Pre and Post Monsoon.
11 Areas already subjected to
pollution or
environmental damage.
(Those where existing
legal environmental
standards are exceeded)
No There is no such area.
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S.
no.
Areas Name/
Identit
y
Aerial distance (within 15
km)Proposed project location
boundary
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)
Natural The project area falls in Seismic Zone
IV that is a damage risk zone.
IIVV.. PPRROOPPOOSSEEDD TTEERRMMSS OOFF RREEFFEERREENNCCEE FFOORR EEIIAA SSTTUUDDIIEESS
As per the provision of clause 7(ii) Para(i) that "All projects and activities listed as
Category 'B' in item 8 of the Schedule (Construction/Township/Commercial
Complexes/Housing) shall not require Scoping and will be appraised on the
basis of Form-1/Form-1A and the conceptual plan" along with necessary
Enclosures Prescribed by SEAC, Haryana. “Environmental Clearance for
warehouse project at Village Binola, Manesar, Gurgaon, Haryana” to be
appraised under item 8(a), therefore no terms of reference is proposed for this
project by the project proponent.
Undertaking by Project Proponent
I hereby given undertaking that the data and information given in the application
and enclosures are true to the best of my knowledge and belief and I am aware that
if any part of the data and information submitted is found to be false or misleading at
any stage, the project will be rejected and clearance given, if any to the project will
be revoked at our risk and cost.
Date : / /
Place :
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Name of Authorized
Signatory
:
Full Address :
Note:
1. The projects involving clearance under Coastal Regulation Zone Notification,
1991 shall submit with the application a C.R.Z map duly demarcated by one of
the authorized agencies, showing the project activities, w.r.t C.R.Z (at the stage
of TOR) and the recommendations of the State Coastal Zone Management
Authority (at the stage of EC). Simultaneous action shall also be taken to obtain
the requisite clearance under the provisions of the CRZ notifications, 1991 for
the activities to be located in the CRZ.
2. The Projects to be located within 10km of the National Parks, Sanctuaries,
Biosphere Reserves, Migratory Corridors of Wild Animals, the project
proponent shall submit the map duly authenticated by Chief wildlife Warden
showing these features vis-a-vis the project location and the recommendations
or comments of the Chief Wildlife Warden thereon (at the stage of EC).
3. All correspondence with Ministry of Environment & Forests including
submission of application for the TOR/Environment Clearance, subsequent
clarifications, as may be required from time to time, participation in the EAC
Meeting on behalf of the project proponent shall be made by the authorized
signatory only. The authorised signatory should also submit a document in
support of his claim of being an authorised signatory for the specific project.
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(Only for Construction projects listed under item 8 of the Schedule)
CHECKLIST OF ENVIRONMENTAL IMPACTS
(Project proponents are required to provide full information and wherever
necessary attach explanatory notes with the form and submit along with
environmental management plan and monitoring plan)
11.. LLAANNDD EENNVVIIRROONNMMEENNTT
((AATTTTAACCHH PPAANNOORRAAMMIICC VVIIEEWW OOFF TTHHEE PPRROOJJEECCTT SSIITTEE AANNDD IITTSS VVIICCIINNIITTYY))
1.1 Will the existing Landuse get significantly altered from the project that is not
consistent with the surroundings? (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 are submitted). Attach maps of (i) site location, (ii)
surrounding features of the site (within 500 meters) and (iii) the site (indicating
levels & contours) to appropriate scales. If not available attach only conceptual
plans.
Warehouse already has been completed prior to obtaining environmental clearance due to
unawareness of EIA Notification 2006, and amended to date. The site is surrounded by
barren Land from the Eastern, Southern and Western Side , NH-8 is adjacent to Project
side to the North Side, and less develop built-up in all direction. Hence, no significant
alteration of the land use in consistency to the surrounding is expected due to building up
of the complex. Plot area developed into Warehouse is 32,412.52 (8.01 Acre) with
28,666.79m2 built-up area (as per CLU). The site Location shown in Figure 1A.1a and
panoramic view of Project Site is shown in Figure 1A.1b. Landuse pattern of project site is
shown in Figure 1A.2. Land use map of the study area is presented in Figure 1A.3
(Landuse Map 2).
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Site Location: The site is located in Binola Village, District Gurgaon, and Haryana.
NH-8 is adjacent to Project site connected through service road. Latitude and
Longitude for the project site are given in Table No. 1. The site location is shown in
Figure 1A.4 and site co-ordinates in Figure 1A.5.
Table 1: Latitude and Longitude of the Project Site
S. No. Description of Point Latitude Longitude
1. East Corner of Project Site 28º18'09"N 76º52'47"E
2. West Corner of Project Site 28º18'17"N 76º52'39"E
3. North Corner of Project Site 28º18'19"N 76º52'43"E
4. South Corner of Project Site 28º18'06"N 76º52'40"E
Source: Site Visit by ETPL Team.
Surrounding Features: The surrounding features of the project site are presented in
Table 2 and shown in Figure 1A.6.
Table 2: Surrounding Features of the Project Site (within 500 m)
S. No. Surrounding Features Distance & Direction from the Project Site
1 Binola Village 0.8 km (NW)
2 Binola Industrial Area 0.1 km (N)
3 Delhi-Ajmer Expressway(NH-
8)
Adjacent (N)
Source: Satellite Imagery of Project Area, Google Earth Inc, USA
The Site (Indicative Level and Contour Map): The project site has a flat topography
and average elevation of the site is 246-251m above Mean Sea Level. The site
(indicative level and contour) map enclosed as Figure1A.7 and study area map is
enclosed as Figure 1A.8.
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1.2 List out all the major project requirements in terms of the land area, built up
area, water consumption, power requirement, connectivity, community facilities,
parking needs etc.
(i) Land use: The break-up of land use for the project are given below in the Table 3
and the Salient Features of project represent in Table 4.
Table 3:land use of the Project
S.NO Description Area in Acre Area in m2
As per Sale Deed
1. Plot Area 50,408.23
2. Area under road widening
(excluded from CLU and used in
service road)
7,609.83*
3. Area under 60 m green belt
(excluded from CLU, green belt
under preparation)
10,385.88
As per CLU
4. Net Plot Area as per CLU 8.01 32,412.52
5. Permissible FAR (75%) - 24,309.39
6. Achieved FAR (74.9%) - 24,284.54
FAR Area
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Far Area (total
Blocks)
Block A - 1,778.051
Block A 1 - 3,636.22
Block A 2 - 3,782.1
Block B - 4,384.633
Block C - 10,703.543
Total FAR Area
for All Blocks
24,284.54
Non-FAR Area
7. Mumuty Area (Non-FAR Area) - 20.49
8. Machine room (Non-FAR Area) 63.4
9. Basement
Area
(Total Blocks)
Block A 611.26
Block A-1 Nil
Block A-2 Nil
Block B Nil
Block C 3687.08
Total Non-FAR
Area (7+8+9) 4382.24
10.
Ground Coverage Permissible.
(60%) on Plot Area
- 19,447.512
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11. Ground Coverage Achieved
(49.7%)
4.04 16101.31
10. Permissible Parking Area @15% of
Net Plot Area
- 4861.8
11. Achieved Parking Space( Surface
Parking, 15% of plot area)
1.21 4864.8
Total Non- Far Area - 4382.24
12 Total Built-Up Area (FAR + Non
FAR)
- 28666.79
13. Green Belt Area
Landscape Area on Net Plot Area 0.55 2228.19
Greenbelt development on Roof
top(61.3% of 4293 m2 roof area
blocks A&C)
2635.96
Total (Greenbelt Area) - 4864.15 (15 %)
16. Area Given for Internal Roads 2.278 9218.22
Features
17. Number of PCUs 195
18. Tallest Building Height 15 m
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19. Power Load 250 kW
20. DG Set 3 (1x180 kva, 1x160 kva, 1x62.5 kva)
21. Total Water Demand 70 KLD
22. Total Waste Water generation 57 KLD
23. STP 1 (75 KLD Capacity)
24. Total Solid Waste Génération 302 Kg/Day
25. Number of Rainwater Harvesting
pit
4 recharge Pits with double bore
26. Project Cost 17.80 cr
Source: India Land & Space Logistics Private Limited
*Land is acquired by Government for service road
(ii) Water Consumption
Operation Phase: It is estimated that the total water demand during the operation phase
will be 70 KLD. The Fresh water requirement is calculated to 18 KLD, whereas treated
water in the tune of 52 KLD will be used for the irrigation, landscaping, Flushing through
Dual Plumbing Pipelines, DG Set cooling. The fresh water demand will be met by the
Development Authority Supply Water. The water requirement for the project is given
below in Table 6.
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Table 6: Water Requirement during Operation Phase
S
.
N
o
.
Description Area in
m2
(Total)
Total
Occupancy
Rate of
water
demand
(lpcd)
Fresh
Water
in KLD
Treated
Water
in KLD
Total
water
requirem
ent (KLD)
1
.
Permanent
Resident
235 135 9.51 22.20 31.725
2 Staff/worker 500 45 6.75 15.75 22.5
3 Visitors 400 15 1.8 4.2 6
Total Domestic Water Requirement (1 + 2+3) 18.06
(Say 18)
42.15
(Say 42)
60.2
(Say 60)
4 Horticulture
and
Landscape
4864.1
5
1.5
lit/m2
0 7 7
5
DG
S
ets
Co
oli
ng
*
(1 X
18
0,
1x
16
0
&
1x
62
.5
KV
A)
0.9 l/KVA
/hr
- 2.8 2.8
Total Water Requirement (1+2+3+4+5) 18 51.8
(Say 52)
69.8
(Say 70)
Source: (i) India Land & Space Logistics Pvt. Ltd. (ii) Manual on norms and standards for environment clearance of large construction
projects, Ministry of Environment and Forests, Government of India (iii) National Building Code of India, 2005, Bureau of Indian Standards,
New Delhi.
Sullage Treatment & Disposal
Operation Phase: Approximately 57 KLD of Sullage will be generated from the Project.
The sewage Treatment Plant of 75 KLD is to be constructed within the campus (Table8).
Table 7: Sullage Generated from Project
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S.
No. Description
Total
Population
Fresh water
requirement
(KLD)
Treated
Water
Requirement
(KLD)
Flow to STP
@ 80 % of
Fresh Water
and 100% of
Recycled
water)
(KLD)
Sewage
Treatment
Plant
a Permanent
Resident
235 9.51 22.20 31.7
75 KLD
Capacity
Based on
TBR
Technology
b Visitors 400 1.8 4.2 5.64
c Day Boarders 500 6.75 15.75 21.15
d Landscaping - - 7 Nil
e DG Set cooling - - 2.8 Nil
Sub Total (Say) 18 42 56.59
(Say 57)
Source: 1.India Land and Space Logistics private limited 2. Manual on norms and standards for environment clearance of large construction projects, Ministry of Environment and Forests, Government of India
(iii) Power Requirement:
During operation phase, total power requirement is estimated to be around 250 kW,
sanction by Dakshin Haryana Bijli vitran nigam limited vide memo no.1031 dated 25
February, 2014
In case of power failure, the back-up power will be provided by 3nos. of DG sets of 180,
160, 62.5 kva respectively. Stack height of 21 m will be provided as per CPCB guidelines.
DG sets will be installed with acoustic enclosures.
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Table 8: Power Requirement during Construction and Operation Phase
Parameters Construction Phase Operation Phase
Power requirement 62.5 kva 250 kw
Supply by One number of DG Set
Sanction by Dakshin Haryana Bijli
vitran nigam limited, vide office
memo no. 1031 dated 25 February,
2014. Attached as annex V.
Back-up power supply - 3 Number of DG sets (1x180 kva,
1x160 kva, 1x62.5 kva.
Source: India Land and Space Logistics Pvt. Ltd.
(iv) Connectivity: The site is located at Village Binola, Gurgaon, and Haryana. The site is
connected with Delhi-Ajmer Expressway (NH-8) adjacent to site from North side.
Delhi-Ajmer Expressway (NH-8) Adjacent (N)
State Highway-28 Approx. 2.3 km (E)
Source: Satellite Imagery of Project Area, Google earth Inc, USA
Hence, no new connectivity road is to be constructed.
(v) Community Facilities: Community facilities like hospitals, Petrol Pump, place of
worship, etc. are available in near vicinity of the project site. Hence, no new community
facility is to be developed. The details of community facilities in project vicinity are given
in Table below.
Nearest Hospitals Rockland Hospital, Approx. 8.8 km (NNE)
Nearest Railway Station Taj-Nagar Railway Station, 10.23 km (NE)
Nearest Highway NH-8, Adjacent
SH-28, 2.3 km (E)
Places of worship Binola Temple ,300 m (NW)
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Other facilities Petrol Pump (Adjacent to Site ,W)
Source: Satellite Imagery of Project Area, Google earth Inc, USA
(vi) Parking Needs: The parking provided by the project is shown in the Table 9.
Table 9: Parking Area Requirement
As per MoEF Norms.
1 ECS/250 m2 FAR area 1 ECS@250 m2 of floor area
=24284.79/250
=97
Required 97x 25 m2= 2425 m2
Parking as per Haryana Norms = This Should be 15% of plot area = 4861.8 m2.
Parking:
Total Parking proposed (Surface parking @ 15 % of the plot area) = 4864.8 m2.
Therefore; as required the parking is more & above the MoEF Norms.
Source: Space Standards for Car Parking as per Building Regulations for Gurgaon and MoEF
Adequate provision will be made for car/vehicle parking at the project site. There shall
also be adequate parking provisions for visitors so as not to disturb the traffic and allow
smooth movement at the site.
(V) Other Features
Green belt area: An area of 2228.19 m2 has been identified for greenbelt development. In
addition to 2228.19 m2 green belt area, 2635.96 m2 of green area is proposed on the roof
top therefore total green belt area is increase to 4864.15 m2 (15 %). It will improve the
ecological condition of site as well as surrounding areas.
Fire fighting facility: The project has been provided fire and safety facility. The facilities
which are provided are given below
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Provision of Automatic water sprinklers
Provision of hose reels, external hydrants and wet risers
Provision of fire fighting underground water storage tank,
Provision of overhead water storage tank on the building,
There is provision of fire fighting pumps.
Double Stair System in Tallest building for emergency escape.
1.3. What are the likely impacts of the activity on the existing facilities adjacent to
the site? (Such as open spaces, community facilities, details of the existing land use,
disturbance to the local ecology).
No negative impact is anticipated of the activity on the existing facilities adjacent to the
site. The project site is surrounded by human settlement from 2 side and barren land.
Hence, no significant impact on land use was expected due to construction of warehouse
Complex. The area is free from any eco-sensitive zone. The project will enhance the
ecological condition of the adjoining areas due to development of extensive green belt
within its premises.
1.4 Will there be any significant land disturbance resulting in erosion, subsidence &
instability? (Details of soil type, slope analysis, vulnerability to subsidence,
seismicity etc. may be given).
The project not involves significant change in land profile and disturbance in natural
setting of the area. The project has not been disturb the natural vegetation and will also
facilitate in developing green area in the project site. The details of soil type etc are given
below:-
(i) Soil Type: The soil sample was collected from the project to establish the soil
characteristics of the area on which Warehouse is established. The soil is dominantly
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sandy loam with medium water holding capacity. The soil is slightly alkaline with pH of
soil varying from 7.0 to 7.2 (Table 10).
Table 10: Physical Properties of Soil in the Project
S. No. Parameter Unit S1
Distance in km On-Site
Direction -
1 Soil colour Yellowish Grey
2 PH 7.25
3 Electrical Conductivity µmhos / cm 446.23
4 Moisture % 3.2
5 Soil texture ---- Sandy Loam
Clay % 50.09
Silt % 15.90
Sand % 31.96
6 Infiltration Rate cm/hr 1.57
7 Bulk density gm/cm3 1.52
8 Porosity % 22.85
9 Nitrogen as N % 0.078
10 Phosphorus mg/Kg 16.42
11 Potassium as K mg/Kg 123.98
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S. No. Parameter Unit S1
Sodium as Na mg/Kg 375.32
Magnesium As Mg mg/Kg 152.66
12 Cation Exchange
Capacity
Meq/100gm 27.63
13 Sodium Absorption
Ration
- 4.4
14. Zink mg/kg 38
Source: Data Collection and Testing, by Noida Testing Laboratories, Greater Noida.
S. No. Soil Test Classification
1 pH <4.5 Extremely acidic
4.51- 5.50 Very strongly acidic
5.51-6.0 moderately acidic
6.01-6.50 slightly acidic
6.51-7.30 Neutral
7.31-7.80 slightly alkaline
7.81-8.50 moderately alkaline
8.51-9.0 strongly alkaline
9.01 very strongly alkaline
2 Salinity electrical conductivity
(µmhos/cm) (1 mmhos/cm =
640 ppm)
Upto 1.00 Average
1.01-2.00 harmful to germination
2.01-3.00 harmful to crops (sensitive to salts)
3 Organic carbon (%) Upto 0.2: very less
0.21-0.4: less
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0.41-0.5 medium,
0.51-0.8: on an average sufficient
0.81-1.00: sufficient
>1.0 more than sufficient
Source: (i) Data Collection and Testing, by Noida Testing Laboratory; (ii) Handbook of Agriculture, Indian Council of
Agriculture Research, New Delhi
From Table 10, the following conclusions can be made about physical and chemical
characteristics of the samples.
The soil is yellowish in color. Bulk density of soils in the study area is 1.52.
The soils were slightly alkaline with pH of soil varying from 7.0 to 7.25
Organic matter content of the soil samples was fairly high (1.50–1.67%) and therefore
the soil fertility is sufficient in terms of productivity
(ii) Slope Analysis: The project site lies at an average elevation of 246-251 m above
Mean Sea Level and has a flat topography.
(iii) Seismicity: The area falls under Seismic Zone IV and is susceptible to earthquake. All
civil structures will be seismically resistant and designed as per IS codes (i) IS 1893-2002,
(ii) IS 4326: 1993, (iii) IS 13920:1993 & (IV) IS 456: 2000. No threat of other natural
disasters is anticipated.
(iv) Flood Plain: The project site is flat and natural seasonal drains are passing near to
the project site and therefore no incidence of flooding and water logging is envisaged by
the project.
1.5. Will the proposal involve alteration of natural drainage systems? (Give details
on a contour map showing the natural drainage near the project site)
No, alteration of natural drainage system is envisaged.
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1.6. What are the quantities of earthwork involved in the construction activity
cutting, filling, reclamation etc. (Give details of the quantities of earthwork
involved, transport of fill materials from outside the site etc?)
During Construction Phase excavation was envisaged for foundation in the project. This
excavated soil was properly stacked within the site under tarpaulin cover which reused
for landscaping and Backfilling. Hence no immediate adverse impacts on the land
environment are envisaged. (Refer Table 11).
Table 11: Quantity of muck generated during construction
S. No. Description Unit Quantity
1 Total Excavated Earth m3 12895.1
2 Backfill for Foundation m3 9026.6
3 Landscaping over area m3 3868.5
Source: India Land &Space Logistics Pvt. Ltd.
1.7. Give details regarding water supply, waste handling etc. during the
construction period.
Construction of warehouse is completed.
Sullage generation: Approximately 5.04 KLD of Sullage was generated during
construction phase. The disposal of domestic Sullage has been done in mobile toilet and
soak pit.
Solid & Hazardous Waste: The municipal solid waste generated during the construction
was expected to 90 kg/day (considering 150 labours). Waste like steel scrap, shuttering
wood, gypsum & sand and paint cans etc. generated during Construction phase .These
waste were collected at secure and isolated place later sold to recycler/vendor. The waste
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generated from the brick masonry, concrete etc. has been used for plinth filling and for sub
base of roads.
HDPE drums were used for the interception of oils and grease at secure and separate
place. The used oil has been sold to recyclers.
1.8. Will the low lying areas & wetlands get altered? (Provide details of how low
lying and wetlands are getting modified from the activity)
The site is not the part of any low lying area or wetland. The project site is surrounded by
the Binola Village (0.8 km,) from North –West site, NH-8 from North side. No natural water
bodies are impacted by the project directly or indirectly.
1.9. Whether construction debris & waste during construction cause health
hazard? (Give quantities of various types of wastes generated during construction
including the construction labors and the means of disposal)
The Construction debris & waste during construction was not cause any health
hazard.Construction debris has been seggregated and stored in storage bins provided at
the site for waste like steel scrap, shuttering wood, gypsum & sand and paint cans etc. The
waste generated from the brick masonary, concrete etc. has been used for plinth filling and
for sub base of roads.
The toilets with soak pits have been provided for the labours and site staff thereby
avoiding any health hazard.
22.. WWAATTEERR EENNVVIIRROONNMMEENNTT
2.1 Give the total quantity of water requirement for the 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.
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Please refer to Clause no. 1.2 of Form 1a for project regarding details of water quantity &
sources, Sullage generation and water balance statement.
Water Storage: There will be the facility for raw water storage tanks, Fire water tank &
Treated water tanks. Water from supply will be initially collected in water storage
tanks of required capacities and later will be transferred to overhead water tanks by
using pumps.
It is estimated that the total water demand during the operation phase will be 70KLD. The
fresh water requirement is calculated to 18 KLD, whereas treated water in the tune of 52
KLD will be used for flushing, horticulture and miscellaneous purpose. The fresh water
demand will be met by the Private Water Tanker and treated water will be met by STP
capacity of 75 KLD, installed at the site. The water requirement for the project is given in
Table 12 below:
Table 12: Water Requirement during Operation Phase
S.
N
o
Description Area
in m2
(Total
)
Total
Occupancy
Rate of
water
demand
(lpcd)
Fresh
Water in
KLD
Treated
Water in
KLD
Total water
requirement
(KLD)
1. Permanent
Resident
-- 235 135 9.51 22.20 31.725
2 Staff/worker -- 500 45 6.75 15.75 22.5
3 Visitors -- 400 15 1.8 4.2 6
Total Domestic Water Requirement (1 + 2+3) 18.06
(Say 18)
42.15
(Say 42)
60.2
(Say 60)
4 Horticulture
and
4864.1
5
-- 1.5 lit/m2 0 7 7
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Landscape
5
DG
S
ets
Co
oli
ng
*
(1 X
18
0,
1x
16
0
&
1x
62
.5
KV
A)
0.9 l/KVA
/hr
- 2.8 2.8
Total Water Requirement (1+2+3+4+5) 18 51.8 (Say
52)
69.8
(Say 70)
Source: India Land and Space Logistics Private Limited
Figure 1A.9: Water Balance
2.2 What is the capacity (dependable flow or yield) of the source of water?
52 KLD of recycled water will be met by In-house Built STP of 75 KLD capacity while
Freshwater will be met by Private water Tankers.
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Water is supply will be from Private Water Tanker while treated water is met by STP and for Characteristics of Treated water from STP please refer clause 2.6.
2.4 How much of the water requirement can be met from the recycling of treated
Sullage? (Give the details of quantities, sources and usage)
52 KLD of recycling of treated water from STP of 75 KLD capacity will be used for, flushing,
Landscaping and DG Sets Cooling purpose. For Details please refer to Clause no. 1.2 Of
Form 1A.
2.5 Will there be diversion of water from other users? (Please assess the impacts of
the project on other existing uses and quantities of consumption)
No, there is no any diversion of water from other users.
2.6 What is the incremental pollution load from Sullage generated from the
activity? (Give details of quantities and composition of Sullage generated from the
activity)
No significant quantity of Sullage has been generated during construction phase however
the project is warehouse project significant quantity of Sullage will be generated during
operation phase. The incremental pollution load from Sullage generated from the activity
will be in the form of air, water and soil pollution which can directly affect the water, air
and soil environment and quality.The details of quantities and composition of Sullage
generated are given below.
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)
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Operation Phase: It is estimated that the total water demand during the operation phase
will be 70 KLD. The Fresh water requirement is calculated to 18 KLD, whereas treated
water in the tune of 52 KLD will be used for the irrigation and Flushing, and DG set
Cooling. The fresh water demand will be met by the Development Authority Supply Water.
The treated Sullage will be used for, Flushing, Landscaping, and miscellaneous purposes.
There will not be any incremental pollution load on water quality due to project. Table 13
shows the quantity of Sullage Generated from project and Table 13 shows the expected
characteristics of generated Sullage from project.
Table 13: Sullage Generated from Project
S.
No. Description
Total
Population
Fresh water
requirement
(KLD)
Treated
Water
Requirement
(KLD)
Flow to STP
@ 80 % of
Fresh Water
and 100% of
Recycled
water)
(KLD)
Sewage
Treatment
Plant
a Permanent
Resident
235 9.51 22.20 31.7
75 KLD
Capacity
Based on
TBR
Technology
b Visitors 400 1.8 4.2 5.64
c Day Boarders 500 6.75 15.75 21.15
d Landscaping - - 7 Nil
e DG Set cooling - - 2.8 Nil
Sub Total (Say) 18 42 56.59
(Say 57)
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Table 13: Characteristics of Sullage and Treated Sullage
Parameter Expected Sullage inlet
Characteristics Treated Sullage Characteristics
pH 7.5 – 8.5 6.0 – 8.0
BOD 5 day, 21 oC 200– 300 mg/l Less than 10 mg/l
Suspended Solids 400 – 500 mg/l Less than 10 mg/l
COD 400 – 500 mg/l Less than 60 mg/l
Oil and Grease 10 mg/l Less than 2 mg/l
Efforts will be made to achieve much better standards than mentioned above as project is
proposing tertiary treatment also.
2.7 Give details of the water requirements met form water harvesting? Furnish
details of the facilities created.
The harvesting water will help in raising the ground water table. As such, the Ground
water extraction is not envisaged for this project.
RRAAIINNWWAATTEERR HHAARRVVEESSTTIINNGG
The rainwater harvesting will help in raising the ground water table.
Water Harvesting: The roof top rainwater harvesting through recharge pit process will
be used for the recharge of the water at the project site. The quantity of annual harvested
rainfall at the project site at present is 12962 cum. The annual rainfall recharge capacity
at the project site will be 12962 cum. Peak hourly rainfall has been considered as 45
mm/hr for designing of rainwater harvesting pit. 4 recharge pits with double bore of
radius 3.5 m and depth 4 m are proposed, out of which 3 have already been constructed
for harvesting rainwater, Mesh will be provided at the roof so that leaves or any other
solid waste/debris will be prevented from entering the pit. Rainwater from roofs will be
taken to collection/desilting chambers located on ground. These collection chambers are
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interconnected to the filter pit through pipes. The filter pit will be circular in shape and
will be back-filled with graded material, boulder at the bottom, gravel in the middle and
sand at the top. The final disposal of storm / rain water shall be in multiple recharge / rain
harvesting pits as per MOEF guidelines to recharge the ground water. The water collected
will be used for replenishing the ground water aquifers and creating surface storages for
utilization in non-rainy season (Table 12).
Table 12: Annual Recharge Potential (After Construction)
Sl.
No. Description Coefficient
Area
(m2)
Average annual rainfall
(m)
Quantity
(cum/year)
1 Roof top 0.8 13465.35 0.6* 6463.37
2 Paved 0.7 14083.02 0.6 5914.8684
3 Vegetation 0.2 4864.15 0.6 583.698
Annual Recharge Capacity 12962
Source: *CGWA Report, 2007
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Figure 1A.10: Typical drawing of rain water harvesting pit
2.8 What would be the impact of the land use changes occurring due to the 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?
At present the site has 5 blocks, Hard Paved Area and Area left for Green Belt
Development. Due to the construction of Blocks and road paved area has increased
thereby the run off also increase quantitatively but no qualitative change coupled with
water harvesting, storage tanks. No flooding & water logging is expected due to the
project.
2.9 What are the impacts of the proposal on the ground water? (Will there be
tapping of ground water; give the details of ground water table, recharging
capacity, and approvals obtained from competent authority, if any.
No ground water has been used in construction also no ground water will be used during
the Operation Phase. Water harvesting will increase the ground water table.
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)
Construction of warehouse has been completed.
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)
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The project site level is plain. Adequate storm water channel has been provided at the site
to provide proper drainage facilities and to avoid flooding at the site and in area. A storm
drainage system has been laid. The storm drains will collect, convey and dispose to
Natural Drainage system.
The impact on land and ground water quality will be minimized by adopting following
measures:
Regular inspection and cleaning of storm drains
Covering of waste storage areas
Avoid application of pesticides and herbicides before wet season
Secondary containment and dykes in fuel/oil storage facilities
Conducting routine inspections to ensure cleanliness
Preparation of spill response plans, particularly for fuel and oil storage
2.12 Will the deployment of construction laborers particularly in the peak period
lead to unsanitary conditions around the project site (Justify with proper
explanation).
No, the deployment of construction labours was not led to any unsanitary conditions as all
the necessary precautions has been taken including provision of mobile toilet. The
facilities are being provided at the labour camp include the following:
Mobile toilet. Hence there is no possibility of unsanitary conditions around the project
site
Regular segregation and disposal of solid waste generated by these workers as per
local practices
Proper housekeeping
First aid and medical facilities for all the concerned people working on the site.
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2.13 What on-site facilities are provided for the collection, treatment & safe
disposal of sewage? (Give details of the quantities of Sullage generation,
treatment capacities with technology & facilities for recycling and disposal).
During operation phase the Sullage generated (57 KLD) will be discharged into the in-
house STP (capacity 75 KLD) through a proper network (Dual plumbing line). This STP
Will functions on the TBR Technology.
2.14 Give details of dual plumbing system if treated Sullage is used for flushing of
toilets or any other use.
For flushing there will be dual system, besides treated water from the STP for flushing,
provision shall also be made for using the raw water domestic water in WC flushing. This
arrangement is recommended to be provided in the basement near the utility area where
the transition of type of water can be done manually thro respective valves etc.
33.. VVEEGGEETTAATTIIOONN
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 on bio-diversity was envisaged due to project. No forest land exists in its
vicinity and no ecologically important habitats were observed in the study area (2 km
from the project site) of the project.
3.2 Will the construction involve extensive clearing or modification of vegetation?
(Provide a detailed account of the trees & vegetation affected by the project)
The site is earmarked for development of Warehouse and therefore it is devoid of any
vegetation. Pre-Exist tree in Premises has been utilized as part of greenbelt.
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3.3 What are the measures 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?
As the project site neither involves any vegetation nor any forest areas in the study area of
the project. The trees exist in Warehouse Premises has been utilized as part of greenbelt.
Therefore the project is not expected to cause any major impact on the vegetational
structure. Moreover, the project has development of greenbelt over an area of 4864.15 m2
which, apart from creating an aesthetic effect, will also make the environment clean and
healthy. The layout plan for greenbelt development is shown in Figure 1A.11. The species
for green belt development has been selected according to the existing climate and soil
type. The following species of trees and shrubs have been recommended for greenbelt
development (Table 13 & 14).
Table 13: Plants for Greenbelt Development
SI. No. Botanical name Common name Effective in control of
1. Ficus benjamin Pukar Air pollution
2. Acacia auriculiformis Air pollution
3. Acacia nilotica Babul Air pollution
4. Achras sapota Air pollution
5. Adina cordifolia Haldu Air pollution
6. Aegle marmelos Bel Air pollution
7. Ailanthus excelsa Maharuk Air pollution, Noise pollution
8. Albizia lebbeck Siris Air pollution, Noise Pollution
9. Alstonia scholaris Chattiyan Air pollution, Dust
10. Azadirachta indica Neem Air pollution, Dust, Noise
pollution
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11. Bischofia javanica Paniala -
12. Bridelia squamosa Khaja -
13. Butea monosperma Dhak Air pollution, Dust
14. Dalbergia latifolia Shisham Air pollution
15. Ficus elastic Rubber tree Air pollution
16. Ixora arborea -
17. Lagerstroemia parviflora Phurush Air pollution
18. Madhuca longifolia Mahua Air pollution, Noise pollution
19. Mangifera indica Aam Air pollution, Noise pollution
20. Moringa oleifera Sajina Air pollution
21. Polyalthia longifolia Devdaru Air pollution
22. Syzygium cumini Jamun Air pollution
23. Terminalia arjuna Arjun Air pollution, Dust
24. Trema orientalis Gio -
25. Zizyphus mauritiana Ber Air pollution
26. Zizyphus rugosa Suran -
Table 14: Suggested Plants for Greenbelt Development
S. No. Scientific Name Common Name Effective in control of
1. Jatropha pandurifolia Jatropha Soil quality
2. Tecoma stans Yellow Tecoma Noise Pollution
3. Hamelia patens Muna Noise Pollution
4. Hibiscus Gurhal Air & Noise pollution
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S. No. Scientific Name Common Name Effective in control of
5. Ficus reginald Fig Air Pollution
6. Tabernaemontana
divaricata
Chandni Air pollution
7. Abutilon indicum Atibalaa/peeli Booti Air pollution
8. Acacia catechu Khair Air pollution
9. Acacia leucophloea Safed babul Air pollution
10. Calotropis gigantean Air pollution
11. Dendrocalamus strictus Banskaban Air pollution
12. Nerium indicum Kaner Air pollution
13. Ricinus communis Erandi Air pollution
14. Murraya paniculata Marchula Air pollution
15. Duranta repens Golden duranta Air pollution
Plants For Roof Top
1. Juniperous squamata Blue Star' Juniper
2. Lavandula angustifolia lavender
3. Hydrangea petiolaris C. hydrangia
4. Allium Summer Beauty S. Beauty Allium
5. Sedum album White Stone Crop
6. Sedum ellacombianum Stone Crop
7. Duranta repens* Golden duranta
Source: Guidelines for Developing Greenbelts, CPCB, 2000
The tree plantation (large size species) would be undertaken at the time of preparation of
the site so that they would grow to a considerable size by the time of commissioning of the
project.
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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.
The site is an earmarked for warehouse development. The site is free from any major
vegetation. The site is surrounded by Barren land from Southern, Eastern and Western
side. Delhi-Ajmer Expressway is passing near to Northern side of the project. Due to
Nearby Industrial Hub (Manesar, Bhiwadi) in the area, site is free from any major fauna.
Therefore, no displacement of fauna and their movement is envisaged by the project.
4.2 Any direct or indirect impacts on the avifauna of the area? Provide details.
Since the activities involved in a construction project are mainly confined to the project
site, therefore the project was not expected to cause any direct impact on avifauna of the
area. Moreover, the solid waste generated from the project during operation phase will be
properly segregated and disposed/treated as per prescribed norms. Hence the project will
not cause any indirect impact on avifauna of nearby area.
4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse
impacts on fauna.
No interface with the fisheries activity and/or fauna is envisaged. Hence, no mitigation
was required.
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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 constructions)
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The plot has been developed into warehouse over an area of 32412.52 m2 with
28666.79m2 buildup area. Efforts have been made to maintain a green layer wherever
possible. This green layer will help in reduction of heat island effect associated with
development activities of the project. The green cover and landscaping will further
improve the atmospheric concentration of the surroundings. The ambient air quality level
at the project site is summarized in Table 16.
Table 16: Ambient Air quality in and around the site
Location PM10 PM2.5 SO2 Nox CO
Units Μg/m3 Μg/m3 Μg/m3 Μg/m3 Mg/m3
AQ1:
Min 67.32 39.76 14.54 27.52 0.40
Max 81.09 45.09 21.63 29.28 0.86
CPCB Standard 100.0 60.0 80.0 80.0 4.0
SOURCE: Noida Testing Laboratories, Greater Noida
Figure 12: Comparison of Ambient Air Quality at project site with CPCB standard
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Pollution Load from Vehicular Movement
The establishment is to be located adjacent to the NH-8, having high vehicle density. The
impact due to circulation of vehicles inside the project boundary has only been
considered. The modeling was carried considering worst case scenario. The details of
emission rate considered for the project are as follows.
Table 17: Vehicle Emission Statement
S.
No.
Category of
Vehicles
Expected No.
of Vehicles
Emission Rate (g/km)
PM* SO2 NOX* CO
1 Heavy
Vehicle/car 212 0.003 0.001 0.31 1.7
*-Emission Factor development for Indian Vehicles, ARAI Pune, #- The SO2 emission has been calculated based on Diesel
Consumption
The output results are tabulated in Table 17 for Operation phase.
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.
Pollution Load from DG Set
During operation power back-up will be provided by the 1 nos. of DG sets of 180 kva , 1
nos. of DG sets of 160 kva , 1 nos. of DG sets of 62.5 kva. Pollution load has been calculated
assuming that DG sets will be operated for 8 hours per day and low Sulphur (max. 0.5%)
content diesel will be used as fuel. Stack height of the individual DG set has been
considered as 18 m (15 m of building height + 3 m of stack height). Table 18 shows the
pollution load due to operation the DG Set.
The emission load has been evaluated by mathematical modeling using ISCST3, US-EPA
software based on Gaussian dispersion modeling and flat terrain for DG set and Caline 4
for pollution load from vehicle movement. The average meteorological data of October
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month (2014) was considered as met input for model study. The flue gas from DG set with
18 meter (15m of building height + 3m of stack height) stack height shall travel up to 2 km
approximately. Hence, the extent of the modeling is limited for 2 km from the location of
DG set.
Table 18: DG Set Emission Statement
S. No. Parameter Unit Value
180 kva 160 kva 62.5 kva
1 No. of DG Set Nos. 1 1 1
2 Capacity of each DG Set kw 162 144 56.25
3 No. of Stack Nos. 1 1 1
4 Height of each Stack m 18 m (15 m of building height + 3 m of
stack height)
5 Flue gas Temperature °K 502 502 502
6 Velocity of Flue Gas m/s 21.3 21.3 21.3
7 Emission Details of each DG set at Full load (8 hr. operation)
A PM @ 0.3 g/KW-hr g/s 0.004 0.003 0.001
B SO2 @ 0.5% Sulphur in Diesel g/s 0.032 0.028 0.011
C NOX @ 9.2 g/KW-hr g/s 0.122 0.109 0.109
D CO @ 3.5 g/KW-hr g/s 0.046 0.041 0.0162
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at long distance of 1800 m, SE under the influence of local meteorology.
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5.3 Will the proposal create shortage of parking space for vehicles? Furnish details
of the present level of transport infrastructure and measures for improvement
including the traffic management at the entry & exit to the project site.
The parking scenario of the project is shown in the Table12.
Table 12: Parking Area Statement
As per MoEF Norms.
1 ECS/250 m2 FAR area 1 ECS@250 m2 of floor area
=24284.79/250
=97
Required 97x 25 m2= 2425 m2
Parking as per Haryana Norms = This Should be 15% of plot area = 4861.8 m2.
Total Parking Area (Surface parking @ 15 % of the plot area) = 4861.8 m2.
Therefore; as required the parking is more & above the MoEF Norms.
Source: (i), (ii) Space Standards for Car Parking as per Building Regulations for Gurgaon and MoEF
5.4 Provide details of the movement patterns with internal roads, bicycle tracks,
pedestrian pathways, footpaths etc., with areas under each category.
The Warehouse Complex project is adjacent to NH-8 to the North side. The internal road
connects the site to the connecting road. 9 m wide road will be maintained around the
Residential complex to easy movement of heavy vehicles and fire tenders. Also the entry
road is 15 m wide to avoid traffic congestion near to entrance. During operation vehicles
move on circular path, from one point they enter and from other point they exit from the
Warehouse premises. There is 9221.14 m2 i.e. 28.4 % of total 32412.52 m2 of net plot area
for Internal Road.
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5.5 Will there be significant increase in traffic noise & vibrations? Give details of
the sources and the measures for mitigation of the above.
No, there will be no substantial increase in traffic noise and vibrations during construction
and operation phase. However, the additional traffic generation during construction &
operation phase is required to be managed. The traffic management measures as
described below.
(i) Construction Phase: During the construction phase of the project, noise had been
generating from various sources such as movement of vehicles carrying construction
materials, loading & unloading activities, excavation machines, concrete mixer, DG sets
and other mechanical operations like drilling, fitting, etc. Noise from all these sources was
intermittent and occasional. Most of the construction activities have been carried out
during the daytime only. (ii) Operational Phase: The major sources of noise during the
operational phase are DG sets, compressor, internal traffic, external traffic since project is
adjacent to NH-8. The DG sets will be procured with acoustic enclosure and the other
compressors and pumps will also be acoustically covered. The traffic during operation will
be planned in a manner such that there are least idling and bottle necks. Roads will be
designed so as to result in free flow of traffic. Moreover, greenbelt development in and
around the site will result in reducing noise level effectively.
5.6 What will be the impact of DG sets & other equipment on noise levels &
vibration & ambient air quality around the project site? Provide details.
The equivalent values of noise levels during October 2014 were found 61.91 dB at Site,
during day time and 57.82 dB during night time. The Noise monitoring was carried out at
in the study area shown in Figure1A.9.The noise level shows lower values than the
prescribed limit by CPCB shown in Table 21 and figure No. 1A.15.
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Table 21: Ambient Noise Level at Monitored Locations
Location – Project Side , Location Code – N1
S.No. Test Parameter Unit Result
1. Lday dB(a) 61.91
2. L night dB(A) 57.82
3. Leq dB(A) 66.89
4. L10 dB(A) 72.05
5. L50 dB(A) 67.32
6. L90 dB(A) 55.17
7. Lmax dB(A) 70.23
8. Lmin dB(A) 44.69
9. Ldn dB(A) 63.70
CPCB Standard
Area
Code Category of Area
Noise Levels (dB (A) Leq (Limits)
Day time Night time
A Industrial Area 75 70
B Commercial Area 65 55
C Residential Area 55 45
D Silence Zone 50 40
Source: (i) Sampling Location Selection, Collection & Testing by Noida Testing Lab, NCR, Greater Noida, Uttar Pradesh (ii) Ambient Noise Standards of Central Pollution Control Board, New Delhi
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Figure 13: Comparison of Ambient Noise Quality at Project site with CPCB Standard
Table 22: Noise levels generated from major construction equipments
Name of the Source Noise level at 1m from source [dB(A)]
Concrete Mixer 75
Concrete Vibrators 75
Generator 85-90
Hammering 110
Source: Noise standards for construction equipments have been notified in Part 'E', Schedule-VI of Environment (Protection) Rules, 1986
The construction site has been encapsulated from all sides to control Noise Dispersion.
The noise produced during construction phase was creating temporary impacts on the
existing ambient noise levels at project site only during daytime. Therefore, the impact of
noise levels on surrounding area has been insignificant during the construction phase.
During construction & operation phase, emissions from the DG sets may cause localized
impact ambient air quality for short duration. During Construction Phase DG set was only
the source of Power. During Operation phase, the DG sets will be operated only in case of
grid power failure. However, acoustic enclosures will be fitted with the DG sets to control
the noise levels. Adequate height of stacks (21 m) will be provided to the DG sets as per
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guidelines of CPCB to facilitate the dispersion of flue gases in the atmosphere. As such,
these activities will have insignificant impact on noise level and vibration in the
neighborhood.
66.. AAEESSTTHHEETTIICCSS
6.1 Will the constructions in any way result in the obstruction of a view, scenic
amenity or landscapes? Are these considerations taken into account by the
proponents?
The site is earmarked for development of Warehouse. At Present the project site is
surrounded by Barren/waste land to Eastern, western and Southern side while adjacent to
NH-8 from northern side. No scenic amenity or landscapes exist in near vicinity (2 km) of
the project. Hence, project is not going to obstruct any view, scenic amenity or landscapes
in Development of green belt will be of immense importance, as it will not only act as a
pollution sink for dust emissions, gaseous pollutants and noise pollution but also enhance
the visual appearance of the developed site.
6.2 Will there be any adverse impacts from new constructions on the existing
structures? What are the considerations taken into account?
The development in the entire project area is as per the provisions of National Building
Code. Hence no adverse impacts are anticipated from new constructions on the existing
structures in this area.
6.3 Whether there are any local considerations of urban form & urban design
influencing the design criteria? They may be explicitly spelt out.
The development in the entire project area is as per CLU allotted by DTCP, Haryana.
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6.4 Are there any anthropological or archaeological sites or artifacts nearby? State
if any other significant features in the vicinity of the site have been considered.
There are no anthropological or archaeological sites or artifacts within 2 km radius of the
project site.
77.. SSOOCCIIOO--EECCOONNOOMMIICC AASSPPEECCTTSS
7.1 Will the proposal result in any changes to the demographic structure of local
population? Provide the details.
(i) Construction phase: temporary influx of workers during construction phase. Workers
have been hired from the surrounding areas.
(ii) Operation Phase: The project will have about 235 Residential occupants & 400
visitor and 450 Day Boarder Staff will be working within warehouse Complex So, it will
also provide direct and indirect employment to the local people from the surrounding
areas.
7.2 Give details of the existing social infrastructure around the Project
The site is located near to Binola Village, District Gurgaon, and Haryana. NH-8 is adjacent
to Project site connected through service road. The social infrastructures such as health
centres, schools, club & recreational area are located within 5km of project site. These
infrastructures are easily accessible by intracity public transport and intermediate public
transport as the site is adjacent to Delhi – Jaipur expressway. Details of these social
infrastructures are given below in Table 23 & shown in Figure 1A.6.
Table 23: Existing social infrastructure around the project
S.
No.
Surrounding Features Aerial Distance & Direction from the Project
Site
1 Binola Village 0.8 km (NW)
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S.
No.
Surrounding Features Aerial Distance & Direction from the Project
Site
2 Bilaspur Khurd Village 1.7 km(SW)
3 State Highway 26 (SH-26) 2.0 km (NEE)
4 Delhi-Jaipur
Expressway(NH-8)
Adjacent (N)
5 Taj-Nagar Railway Station 10.23 km (NE)
Source: Satellite Imagery of Project Area, Google earth Inc, USA
7.3 Will the project cause adverse effects on local communities, disturbance to
sacred sites or other cultural values? What are the safeguards?
No adverse impact is anticipated on local communities. There are no sacred or cultural
sites near the development site. So no question arises of disturbing them. Many local
people may get jobs as per their skill. Security requirement will also be met from the local
private agencies.
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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 was Steel, Cement, Bricks,
Metal, Stones, Electrical fittings, Water, Wood etc.
Construction Materials were purchased from local Market.
8.2 Transport and handling of materials during construction may result in
pollution, noise & public nuisance. What measures are taken to minimize the
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impacts?
Warehouse already has been completed.
8.3 Are recycled materials used in roads and structures? State the extent of
savings achieved?
Materials with low embodied energy have been used in construction significantly result in
energy savings. The total savings in terms of roads and paving may be upto 10% to 15%.
8.4 Give details of the methods of collection, segregation & disposal of the
garbage generated during the operation phases of the project.
Small Paved areas with spill collection pits will be constructed for the interception of oils
and grease. Separate areas will be designated for fresh and used oils. The used oils will be
sold to SPCB/ MoEF Authorized recyclers.
During the operation phase: As per the manual on municipal solid waste prescribed by
the Central Public Health and Environmental Engineering Organization (CPHEEO), the
quantity of solid waste will be 302 kg/day. The solid waste will comprise biodegradable
waste e.g. domestic waste, horticultural waste etc. and recyclable waste, like plastic, paper
etc. (Table 13). For estimating the quantum of waste following assumptions are taken
into consideration.
Table 13: Solid waste generated from Operation Phase
Description Quantity (kg/day)
1. Permanent staff 235@0.5 kg/cap/day 117.5
2. Day Boarder Staff 500@0.25 kg/cap/day 125
3. Visitor 400@ 0.1 kg/cap/day 40
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4. Landscape waste4864.15@0.004 kg/cap/day 19.5
Total 301.9 (Say 302)
Source: (i) India Land & Space Logistics Private Limited (ii) CPHEEO
Twin bin waste collection system will be used within the complex – green bins for
biodegradable wastes and blue bins for non-biodegradable wastes will be provided.
Litter bin will also be provided in open areas like Greenbelt Area etc.
Personnel engaged in the collection, segregation and composting will be trained and
demonstrated to make them proactive and efficient in the solid waste management
practices.
The waste shall be handled according to Municipal Solid Waste (Management and
Handling) Rules 2000.
Bio-medical wastes to be generated from the First Aid center, shall be handled as per
the Biomedical wastes (management and Handling) Rules, 2003. These wastes will not
be stored or disposed with other municipal wastes and stored at the facility for no
more than 24hours.
Hazardous Wastes (Management, Handling and Transboundary Movement) Rules,
2008 will be strictly followed.
Horticultural waste which will be collected at the secured location such that it will not
hinder daily activity schedule or washed away by the surface run off causing choking of
drains, etc. and will be separately disposed off along with biodegradable waste.
99.. EENNEERRGGYY CCOONNSSEERRVVAATTIIOONN
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?
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Construction Phase: During construction phase, total power requirement was estimated
to be around 62.5 kva (120 kW). The supply has been met by DG set.
Operation Phase: During operation phase, total power requirement is estimated to be
around 250 kW, sanction by Dakshin Haryana Bijli vitran nigam limited vide memo
no.1031 dated 25 February, 2014.
Table 25: Power Requirement for Construction and Operation Phase
Parameters Construction Phase Operation Phase
Power requirement 62.5 kva (56 kw) 250 kW
Supply by One number of DG Set
Sanction by Dakshin Haryana Bijli
vitran nigam limited, vide office
memo no. 1031 dated 25 February,
2014. Attached as annex V.
Back-up power supply - 3 Number of DG sets (1x180 kva,
1x160 kva, 1x62.5 kva). Source: India Land & Space Logistics Private Limited
Energy Conservation Measures
A. Electrical
The transformers shall be energy efficient with minimum losses on no load and full
load, not more than as specified in relevant standard ECBC-2007.
Timers and photo-electric sensors shall be used to switch ON / OFF external landscape
and facade lighting.
The overall power factor will be maintained to 0.95 automatically to reduce reactive
power.
Compact Fluorescent Lamps (CFL’s) with high frequency ballast shall be used for
Corridors and common areas.
Energy efficient fluorescent tube lights (T-5) / LED lights shall be used.
All fluorescent light fixtures are specified to incorporate electronic chokes which have
less watt-loss compared to electro-magnetic chokes and result in superior operating
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power factor. This indirectly saves energy. Electronic chokes also improves life of the
fluorescent lamps.
Energy efficient fluorescent lamps & CFL lamps which give approx. 30% more light
output for the same watts consumed and therefore require less nos. of fixtures and
corresponding lower point wiring costs.
All cables shall be de-rated to avoid heating during use. This also indirectly reduces
losses and improves reliability.
For Energy minimization, solar based lighting technology will be adopted.
Applicable equipments shall be of star rating.
B. Plumbing & Fire Fighting
1. Fixed speed Hydro-pneumatic Water Transfer system.
2. Pumps & equipment selected on “best” energy efficiency point.
9.2 What type of, and capacity of, power back-up you plan to provide?
Please refer to Clause 9.1.
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?
No any significant quantity and types of glass has been used in warehouse.
9.4 What passive solar architectural features are being used in the building?
Illustrate the applications made in the project?
Solar based power generation will be taken in consideration.
9.5 Does the layout of streets & buildings maximize the potential for solar energy
devices? Have you considered the use of street lighting, emergency lighting and
solar hot water systems for use in the building complex? Substantiate with details.
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As per Para 9.4
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?
Yes. Please refer the explanation given in 9.4.
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?
Yes, please refer the explanation given in 9.1
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 construction on creation of
heat island & inversion effects?
The Warehouse complex has been developed of 32412.52 m2 (As per CLU) with
28666.79m2 built-up area. Efforts have been made to maintain a green layer wherever
possible. This green layer will help in reduction of heat island effect associated with
development activities of the project. The green cover and landscaping will further
improve the atmospheric concentration of the surroundings.
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.
Thermal characteristics of the materials used for building envelop v.i.z, roof, external
walls, fenestration will be provided in accordance with energy conservation building Code
2006. The U values are given in Table 26.
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Table 26: Characteristics of Building Components
Type of Construction U values (in W/m2deg C)
WALLS
Brick:
Plaster both sides -115mm 3.23
Solid, Unplastered-230 mm 2.67
Plastered both sides-228 mm 2.44
Concrete, ordinary, Dense:
152 mm 3.58
203 3.18
Concrete block, cavity, 250 mm (100+50+100), outside rendered, inside plastered:
Aerated concrete blocks 1.19
Hollow Concrete block, 228 mm, single skin, outside rendered, inside plastered:
Aerated concrete blocks 1.70
Roofs pitched:
Iron sheets 1.70
Roofs Flat:
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Reinforced concrete slab, 100 mm, screed 63-12 mm, 3
layers bituminous felt
3.35
Floors:
Concrete on ground or hardcore fill 1.13
+ Wood block finish 0.85
9.10 What precautions & safety measures are against fire hazards? Furnish details
of emergency plans
The fire and safety consideration will be as per the applicable National Building Code of
India. Important component are mentioned below.
Provision of Automatic water sprinklers
Provision of hose reels, external hydrants and wet risers
Provision of fire fighting underground water storage tank,
Provision of overhead water storage tank on the building,
There is provision of fire fighting pumps
Provision of double stair system for tallest buildings
9.11 If you are using glass as wall material provides details and specifications
including emissive and thermal characteristics
No Glass has been used as wall materials.
9.12 What is the rate of air infiltration into the building? Provide details of how
you are mitigating the effects of infiltration
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All care towards improving energy efficiency due to poor rate of infiltration has been
taken while designing the building w.r.t to its envelope to ensure enough air circulation
around the building by natural wind movement. NBC and ECBC guidelines/specifications
have been adhered to mitigate the effect of air infiltration.
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.
The construction activities has been considered every aspect of the recommendations of
the Energy Conservation Building Code, 2006 and best energy management practices
towards efficient use of all conventional and non-conventional energy. Some of the
measures being considered to minimize pressure on energy sources are:
Minimizing idling of construction equipment and vehicles
Recycling of construction material to the extent possible
Efficient scheduling of construction machinery / equipment
Judicious use of freshwater
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Preparation of environmental management plan is required for formulation,
implementation and monitoring of environmental protection measures during and after
commissioning of projects. The plan indicates the details as to how various measures have
been or are to be taken. EMP is a plan of actions for avoidance, mitigation and
management of the negative impacts of the project. Environmental enhancement is also an
important component of EMP.
Physical Environment
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The impacts associated with the physical environment of the project site are described
below:
Topography
Construction Phase: Construction is almost over prior to obtaining Environmental
Clearance.
Operational Phase: There are no impacts anticipated on the topography during the
operational phase. Hence, no management plan is.
Soil
Construction Phase: The earth stockpiles would be provided with gentle slopes to
prevent soil erosion. Drains have been provided to collect the surface runoff.
To avoid soil compaction along the transportation routes and parking spaces, only
identified haulage roads has been used for transportation. As the project doesn’t involve
construction of any fueling station for vehicles, contamination of soil from oil and
lubricants is not envisaged. However to maintain quality of soil, all constructional wastes
has been collected and stored at designated places and used in other constructional
activities and landscaping.
Operational Phase: Regular maintenance of the planted trees will be carried out to
achieve the green cover as planned and good housekeeping practices will be followed.
Garbage will not be dumped in the open areas but stored and disposed off only as per plan.
Air Pollution
Construction Phase: All dust producing construction materials has been transported to
site with proper cover. Water has been sprayed in the cement and earth mixing sites as
well as after compaction.
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Operational Phase: Plantation will be carried out within the site. To further minimize
vehicular pollution, good road conditions shall be maintained. The DG sets shall be
provided with stacks of adequate height as per CPCB guideline.
Green Area Development: Increasing vegetation in the form of green area is one of the
preferred methods to mitigate air pollution. Plants serve as a sink for pollutants, reduce
the flow of dust and reduce noise pollution. Species for air pollution abatement via green
area development are given in Table 27.
Table 27: Air Pollution Abatement Species
Sl.
No.
Scientific Name Sl. No. Scientific Name
1. Acacia auriculiformis 16. Moringa oleifera
2. Acacia nilotica 17. Polyalthia longifolia
3. Achras sapota 18. Syzygium cumini
4. Adina cordifolia 19. Terminalia arjuna
5. Aegle marmelos 20. Zizyphus mauritiana
6. Ailanthus excels 21. Acacia catechu
7. Albizia lebbeck 22. Acacia leucophloea
8. Alstonia scholaris 23. Bambusa vulgaris
9. Azadirachta indica 24. Calotropis gigantean
10. Butea monosperma 25. Dendrocalamus strictus
11. Dalbergia latifolia 26. Duranta repens
12. Ficus elastic 27. Murraya paniculata
13. Lagerstroemia parviflora 28. Nerium indicum
14. Madhuca longifolia 29. Ricinus communis
15 Magnifara indica
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Noise Pollution
Construction Phase: Major construction activities have been carried out in the daytime
only. Noise generation levels have been considered during selection and procurement of
construction equipment.
Operational Phase: Plants are also often as a natural way to reduce outdoor noise levels.
Scattering and ground attenuation are the principal factors in sound attenuation by
vegetation. Both factors attenuate relatively less sound as distance from the sound source
increases. Vegetation is also an effective sound screen, particularly at high frequencies.
There is much evidence to show that the visual shielding of the noise source has a
considerable psychological effect as well.
Green Area Development: The following species can be used in a green area to serve as
noise breakers:
Ailanthus excelsa
Albizia lebbeck
Azadirachta indica
Madhuca longifolia
Mangifera indica
DG Sets used as power backups will be provided with acoustic enclosure with exhaust
muffler ensuring a minimum of 75 dB (A) insertion loss or ambient noise standard
whichever is higher. Honking of vehicles is also to be discouraged within the office area.
Water Quality
Construction Phase: toilet with soak pits has been provided at the site.
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Operational Phase: All Sullage from the project site shall be connected to and treated in
the Sewage Treatment Plant (75 KLD of capacity) within the site and the treated Sullage
shall conform to applicable standards.
Waste Management
Construction Phase: Garbage has been collected from the construction site and disposed
with other municipal wastes.
Operational Phase: It is suggested that twin bin waste collection system – green bins for
bio-degradable wastes and blue bins for non-biodegradable wastes may be provided.
Occupants/ Maintenance staff are to be adequately trained on the same. Waste collection
should be done by containerized bicycles and temporarily stored at identified locations till
Authority tippers collect the same. Grass clippings from the mowing of the lawns shall be
collected separately. Hazardous wastes will be managed as per Hazardous Waste
(Management & Handling) Rules, 2008.
Management of Storm Water
Contamination of storm water is possible from the following sources:
Oil spills and leaks in vehicle parking lots.
Silt from soil erosion in gardens
A detailed “Storm Water Management” will be developed which will consider the above
sources. This will incorporate best management practices which will include following:
Regular inspection and cleaning of storm drains.
Clarifiers or oil/water separators shall be installed in all the parking areas.
Cover waste storage areas.
Avoid application of pesticides and herbicides before wet season.
Secondary containment and dykes in fuel/oil storage facilities
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Conducting routine inspections to ensure cleanliness
Preparation of spill response plans, particularly for fuel and oil storage areas.
Provision of slit traps in storm water drains
Good management in the above areas.
Biological Environment
Vegetation
Construction Phase: There was no any significant and major vegetation at project site till
date that the major trees as it is remain on same place and included in greenbelt
development. Plantation of trees should be initiated as early as possible using local
species. The following plants species are planted in areas are as given in Table27 & 28.
Table 27: List of Plant for green belt development
SI. No. Botanical name Common name Effective in control of
1. Ficus benjamin Pukar Air pollution
2. Acacia auriculiformis Air pollution
3. Acacia nilotica Babul Air pollution
4. Achras sapota Air pollution
5. Adina cordifolia Haldu Air pollution
6. Aegle marmelos Bel Air pollution
7. Ailanthus excelsa Maharuk Air pollution, Noise pollution
8. Albizia lebbeck Siris Air pollution, Noise Pollution
9. Alstonia scholaris Chattiyan Air pollution, Dust
10. Azadirachta indica Neem Air pollution, Dust, Noise
pollution
11. Bischofia javanica Paniala -
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12. Bridelia squamosa Khaja -
13. Butea monosperma Dhak Air pollution, Dust
14. Dalbergia latifolia Shisham Air pollution
15. Ficus elastic Rubber tree Air pollution
16. Ixora arborea -
17. Lagerstroemia parviflora Phurush Air pollution
18. Madhuca longifolia Mahua Air pollution, Noise pollution
19. Mangifera indica Aam Air pollution, Noise pollution
20. Moringa oleifera Sajina Air pollution
21. Polyalthia longifolia Devdaru Air pollution
22. Syzygium cumini Jamun Air pollution
23. Terminalia arjuna Arjun Air pollution, Dust
24. Trema orientalis Gio -
25. Zizyphus mauritiana Ber Air pollution
26. Zizyphus rugosa Suran -
Table 28: Shrubs and Roof Top Plants for Greenbelt Development
S. No. Scientific Name Common Name Effective in control of
1. Jatropha pandurifolia Jatropha Soil quality
2. Tecoma stans Yellow Tecoma Noise Pollution
3. Hamelia patens Muna Noise Pollution
4. Hibiscus Gurhal Air & Noise pollution
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S. No. Scientific Name Common Name Effective in control of
5. Ficus reginald Fig Air Pollution
6. Tabernaemontana
divaricata
Chandni Air pollution
7. Abutilon indicum Atibalaa/peeli Booti Air pollution
8. Acacia catechu Khair Air pollution
9. Acacia leucophloea Safed babul Air pollution
10. Calotropis gigantean Air pollution
11. Dendrocalamus strictus Banskaban Air pollution
12. Nerium indicum Kaner Air pollution
13. Ricinus communis Erandi Air pollution
14. Murraya paniculata Marchula Air pollution
15. Duranta repens Golden duranta Air pollution
Plants For Roof Top
1. Juniperous squamata Blue Star' Juniper
2. Lavandula angustifolia lavender
3. Hydrangea petiolaris C. hydrangia
4. Allium Summer Beauty S. Beauty Allium
5. Sedum album White Stone Crop
6. Sedum ellacombianum Stone Crop
7. Duranta repens* Golden duranta
Source: Guidelines for Developing Greenbelts, CPCB, 2000
Operational Phase: The green area should be properly maintained and dead plants
should be regularly replaced.
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Fauna
There are no impacts on the faunal population in the study area and hence no mitigation
measures are.
Socio-Economic Environment
Safety: Adequate Fire Extinguishers is available for emergency situations. HT and LT
panels would be protected with manually operated CO2 protection system. According to
NBC code, 2005 project is in H categories hence Automatic sprinklers are being installed in
the entire building. Portable fire extinguishers shall be provided at strategic locations.
Automatic fire detection system i.e. smoke/ heat detection system shall be provided in the
buildings at appropriate places. The system will be connected to the fire alarm system.
An emergency intercommunication system should be installed for the entire complex. The
control room / security room with communication system to all floors and facility for
receiving message from different floors will be provided at entrances on ground floor.
Health Care: The workers have been provided with facilities such as safe drinking water
and mobile toilet. They have been provided with medical aids at site.
Other Suggested Measures
Traffic Management
During operation phase proper traffic management and adequate parking facilities will be
provided to mitigate the traffic noise. The warehouse Project is adjacent to NH-8. The
internal road connects the site to the Service road which ultimately connects to NH-8.
Within the site, there is a 3 m wide open pathway will be developed.
Conservation of Resources
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Awareness shall be created amongst the residential staff/Day boarder worker for
conservation of electricity. The project will follow the U-factors and R-factors related to
the building envelopes.
Risk Assessment & Disaster Management
The project involves installation of various structures and machineries that may pose
serious threat to the occupants in case of an accident. It is thus considered necessary to
carry out a risk assessment and disaster management plan for the project. It is attempted
to plan and constructed the building/Godown following all safety norms. However, it is
not always possible to totally eliminate such eventualities and random failures of
equipment or human errors. An essential part of major hazard control has therefore, to be
concerned with mitigating the effects of such emergency and restoration of normalcy at
the earliest.
The overall objective of an Emergency Response Plan (ERP) is to make use of the
combined resources at the site and outside services to achieve the following:
To localize the emergency and if possible eliminate it;
To minimize the effects of the accident on people and property;
Effect the rescue and medical treatment of casualties;
Safeguard other people;
Evacuate people to safe areas;
Informing and collaborating with statutory authorities;
Initially contain and ultimately bring the incident under control;
Preserve relevant records and equipment for the subsequent enquiry into the cause
and circumstances of the emergency;
Investigating and taking steps to prevent reoccurrence.
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The ERP is therefore related to identification of sources from which hazards can arise and
the maximum credible loss scenario that can take place in the concerned area. The plan
takes into account the maximum credible loss scenario - actions that can successfully
mitigate the effects of losses/ emergency need to be well planned so that they would
require less effort and resources to control and terminate emergencies, should the same
occur.
Main hazards identified for the project include hazards pertaining to fire in building,
earthquake and LPG leakage and an ERP pertaining to these is described in the following
section.
Response in case of Earthquake: Procedure for Occupants
If indoors:
Take cover under a piece of heavy furniture or against an inside wall and hold on.
Stay inside: The most dangerous thing to do during the shaking of an earthquake is to
try to leave the building because objects can fall on you.
If outdoors:
Move into the open, away from building, streetlights, and utility wires. Once in the
open, stay there until the shaking stops.
If in a moving vehicle:
Stop quickly and stay in the vehicle. Move to a clear area away from buildings,
trees, overpasses, or utility wires. Once the shaking has stopped, proceed with
caution.
Avoid bridges or ramps that might have been damaged by the quake.
After the quake
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After the quake be prepared for aftershocks
Although smaller than the main shock, aftershocks cause additional damage and may
bring weakened structures down. Aftershocks can occur in the first hours, days, weeks,
or even months after the quake.
Help injured or trapped persons
Give first aid where appropriate. Do not move seriously injured persons unless they
are in immediate danger of further injury. Call for help.
Remember to help those who may require special assistance- the elderly, and people
with disabilities.
Stay out of damaged buildings.
Use the telephone only for emergency calls.
Response Procedure for Emergency Team
Formulate an Emergency Response Team for earthquake response.
Using the public address system, inform residents of response procedures discussed
above.
Inform the necessary authorities for aid.
Ensure no person is stuck beneath any debris, in case of a structural failure.
Ensure that all occupants standing outside near the building are taken to open areas.
Ensure that the first aid ambulance and fire tender vehicles are summoned if
necessary.
Inform the nearby hospitals if there are any injuries.
Check the utilities and storage tanks for any damage.
Response for LPG Leakage
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There will be 235 residential stays in warehouse premises; hence each resident should
have awareness towards precaution in case of LPG leakage.
The affected area should be evacuated and cordoned off immediately.
Initiate an Emergency Response Team for LPG leakage.
Shut down the main valves in the gas bank.
Ensure that only concerned personnel are present in the affected area and all other
personnel and visitors are moved to the nearest assembly points.
Rescue trapped personnel, also check if any personnel are unconscious in the area and
immediately move them outside and provide first aid. Ambulance should be
summoned to take injured personnel to the nearest hospital.
Personnel in the nearby buildings to close all doors and windows to prevent entry of
the leaked gas.
Source of leakage to be traced and isolated from all the other areas. And if required use
pedestal fans to bring down the gas concentration.
Fire Fighting System
The fire safety measures to be adopted in the project are given in Clause 9.10 of Form IA.
Response In Case of Fire
Required response during in the event of a fire shall be described in signs located in
the building.
On sighting a fire, it shall be immediately informed to the environment manager giving
the exact location and type of fire in detail.
Initiate the Emergency Response Team for fires
If the fire is small, engage in extinguishing the fire using the nearest fire extinguisher.
Guide the Emergency Response Team staff to the emergency assembly point.
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The Emergency Response Team shall immediately inform the nearest dispensary and
security force. If required a fire tender shall be summoned.
The response team shall immediately move to the point of fire and take all necessary
steps to stop the fire. If the fire is not controllable and spreads then the manager in
charge shall inform the district authorities and call for external help.
The Emergency Response Team will provide immediate relief to the injured residents
at the scene of incident. Any injured persons shall be evacuated on priority to the
dispensary or one of the nearest hospitals based on their condition.
Instructions for occupants
Get out of buildings as quickly and as safely as possible.
Use the stairs to escape. When evacuating, stay low to the ground.
If possible, cover mouth with a cloth to avoid inhaling smoke and gases.
Close doors in each room after escaping to delay the spread of the fire
If smoke is pouring in around the bottom of the door or if it feels hot, keep the door
closed.
Open a window to escape or for fresh air while awaiting rescue.
If there is no smoke at the bottom or top and the door is not hot, then open the door
slowly.
If there is too much smoke or fire in the hall, slam the door shut.
Stay out of damaged buildings.
Check that all wiring and utilities are safe.
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Environmental Monitoring Plan
The purpose of the monitoring programme is to ensure that the specified mitigative
measures defined in the EMP are complied with and leads to the desired benefits for the
target area and its population. To ensure the effective implementation of the EMP and to
gauge the efficiency of the mitigative measures, monitoring will be undertaken both
during the construction and operation period of the project.
Table 29: Environment Monitoring Plan
During Operation Phase
S N Particulars Source Parameters Plan of Action
1 DG set
emission
DG stacks PM, SO2, NOX and
CO
Once in six months
or as per SPCB
2 DG set noise At 0.5 m outside DG
room
Noise level Once in six months
or as per SPCB
3 STP
performance
Inlet and outlet pH, TSS, BOD, COD,
Oil & Grease
a) Once in a season
or as per SPCB for
compliance.
b) Once a week for
performance
monitoring.
4 Ambient air
quality
At 4 locations in and
around the project
site
PM10, PM2.5, SO2,
NOx and CO
Once in six months
or as per SPCB
norms.
5 Ambient Noise At 4 locations in and
around the project
site
Day and night
equivalent noise
level
Once in a season or
as per SPCB norms.
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Table 30: EMP cost Analysis
EMP Cost
S.
No.
Items Capital Investment
(in Lakhs)
Recurring Cost (in Lakhs)
a. Air Pollution Control Measures (Cost investment in Stack)
2 0.4
b. Water Pollution Control Measures (cost investment in STP)
20 1
c. Noise Pollution Control
Measures (cost of Acoustic
enclosure and Muffler/Silencer)
0.3 0.2
d. Monitoring 2 0.5
e. Rain Water Harvesting 12 0.6
f. Green Belt 7 1
g. Fire Management 5 0.8
h. Miscellaneous 5 2
Total 53.3 6.5
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CCOONNCCEEPPTTUUAALL PPLLAANN
IINNTTRROODDUUCCTTIIOONN
India Land And Space Logistics Private Limited is a private company registered on
13/09/2004. Its registered office is situated at 11098-b East Park Road New Delhi-
5, Delhi, India. Project provide warehousing facilities/logistics services to all
including third and fourth party logistics packaging solution and customs clearing
facilities, examination of cargo and assessment to provide custom bonded
warehouse and to provide clearance of air export cargo, sea export/import/custom
clearance. CLU has been granted for storage of Non Agro Products only.
The type of the products to be stored in project is given below:
1. Automotive-Spare parts accessories.
2. Readymade garments.
3. Cosmetics products
4. Finished Electronic goods
5. Import/Export goods except any hazardous material
6. Consumer Durables
7. Non-Explosive Industrial Goods
India Land & Space Logistics Pvt. Ltd. is looking for Environmental Clearance. This
project has already been constructed, prior to Environmental Clearance due to
unawareness of EIA Notification, 2006, therefore admits violation against
Notification, now we are for seeking environmental Clearance, and although all the
basic facilities and safety measures including environmental norms has been taken
under consideration viz.
Rainwater Harvesting Pits
Setback, Wide road
STP installation etc.
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The project is a construction project falls under Category 8(a) of Building and
Construction Project (As per EIA notification dated 14th September 2006 and
amended to the date) and involves environmental clearance as built-up area of the
warehouse project is >20,000 m2, on the basis of Form 1, Form 1A and Conceptual
plan, along with the necessary annexures as Checklist provided by SEIAA, Haryana.
This project is independent and does not link with any other project/s which
attracts directly or indirectly any provisions of schedule of EIA notification
2006 amended to date.
LLOOCCAATTIIOONN && LLIINNKKAAGGEESS
The site is located in Binola Village, District Gurgaon, and Haryana State. NH-8 is
adjacent to Project site connected through service road. The location of the project
is present in Table 1.
Table 1: Latitude and Longitude of the Project Site
S. No. Description of Point Latitude Longitude
1. East Corner of Project Site 28º18'09"N 76º52'47"E
2. West Corner of Project Site 28º18'17"N 76º52'39"E
3. North Corner of Project Site 28º18'19"N 76º52'43"E
4. South Corner of Project Site 28º18'06"N 76º52'40"E
Source: Site visit by Team.
Coordinates of the project site is shown in Table-1. However, Google image of
500m radius and on 2 km, 5 km, and 10 km topo-map is attached as ANNEX 1 (a, b
c& d). The site is about 10.23 km from Taj-Nagar Railway Station in NNW direction
and 32.36 km from IGI Airport in NE direction. The surrounding features of the
project site are presented in Table 2.
Table 2: Surrounding Features of the Project Site
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S.
No.
Surrounding Features Aerial Distance & Direction from the
Project Site
1 Binola Village 0.8 km (NW)
2 Bilaspur Khurd Village 1.7 km(SW)
3 State Highway 26 (SH-26) 2.0 km (NEE)
4 Delhi-Jaipur
Expressway(NH-8)
Adjacent (N)
5 Taj-Nagar Railway Station 10.23 km (NE)
Source: (I) Site Visit by Team (II) Satellite Imagery of Project Area, Google earth Inc., USA
SSIITTEE SSEELLEECCTTIIOONN && AALLTTEERRNNAATTIIVVEESS
The Project is a Warehouse complex. The land for warehouse was purchased in
2004; Sale Deed is attached as Annexure-2. Initially the land was Agricultural land
and Change in Land Use certificate was granted by Directorate of Town and Country
Planning Department (DTCP), Haryana vide memo number G-1961-JE (S)-
2011/6523 dated 05.09.2011 for two years and CLU was renewed vide memo
number G-1961-JE (S)-2013/53994 on 11.10.2013 for another one year. Zoning
plan for the same is approved vide drawing number DG,TCP 2725 dated 02.09.2011
and Building Plans have been approved from DTCP vide memo number G-
1961/JD(BS)/2011/296 dated 03.01.2012.
The proponent has planned to provide basic amenities such as sanitation, adequate
water supply, Adequate Parking Facility, wide road to easy movement of vehicles, as
well as fire safety vehicles, and power to the Warehouse Complex. The site is well
connected through Delhi-Jaipur Highway.
PPRROOJJEECCTT MMAAGGNNIITTUUDDEE
The Warehouse complex has been over net area of 32,412.52 m2 (As per CLU) with
28,666.79m2 built-up area. 7,609.83 m2 for Road widening and 10,385.88 m2 areas
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left for Green Belt development (60 m wide greenbelt) was already excluded from
CLU. Development of greenbelt has been planned over an area of 4864.15 m2.
DDEESSCCRRIIPPTTIIOONN OOFF TTHHEE PPRROOJJEECCTT
The Project is a warehouse complex. Area was vacant land and has been converted
into warehouse. The plot has been developed into warehouse over an area of
32,412.52 m2 with 28,666.79 m2 buildup area with ground coverage 16,101.31 m2
covering an area about 49.7%. The break-up of land use and Salient Features of
the Projects present in Table 3.
Table 3: land use of Project with salient Features
S.NO Description Area in Acre Area in m2
As per Sale Deed
1. Plot Area 50,408.23
2. Area under road widening
(excluded from CLU and used in
service road)
7,609.83*
3. Area under 60 m green belt
(excluded from CLU, green belt
under preparation)
10,385.88
As per CLU
4. Net Plot Area as per CLU 8.01 32,412.52
5. Permissible FAR (75%) - 24,309.39
6. Achieved FAR (74.9%) - 24284.54
FAR Area Far Area (total
Blocks)
Block A - 1778.051
Block A 1 - 3636.22
Block A 2 - 3782.1
Block B - 4384.633
Block C - 10703.543
Total FAR Area 24284.54
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for All Blocks
Non-FAR Area 7. Mumuty Area (Non-FAR Area) - 20.49
8. Machine room (Non-FAR Area) 63.4
9. Basement
Area
(Total Blocks)
Block A 611.26
Block A-1 Nil
Block A-2 Nil
Block B Nil
Block C 3687.08
Total Non-FAR Area (7+8+9)
4382.24
10.
Ground Coverage Permissible.
(60%) on Plot Area
- 19,447.512
11. Ground Coverage Achieved
(49.7%)
4.04 16101.31
10. Permissible Parking Area @15% of
Net Plot Area
- 4861.8
11. Achieved Parking Space( Surface
Parking, 15% of plot area)
1.21 4864.8
Total Non- Far Area - 4382.24
12 Total Built-Up Area (FAR + Non
FAR)
- 28666.79
13. Green Belt Area
Landscape Area on Net Plot Area 0.55 2228.19
Greenbelt development on Roof
top(61.3% of 4293 m2 roof area
blocks A&C)
2635.96
Total (Greenbelt Area) - 4864.15 (15 %)
16. Area Given for Internal Roads 2.278 9218.22
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Features
17. Number of PCUs 195
18. Tallest Building Height 15 m
19. Power Load 250 kW
20. DG Set 3 (1x180 kva, 1x160 kva, 1x62.5 kva)
21. Total Water Demand 70 KLD
22. Total Waste Water generation 65.7 KLD
23. STP 1 (75 KLD Capacity)
24. Total Solid Waste Génération 302 Kg/Day
25. Number of Rainwater Harvesting pit
4 recharge pits with double bore
26. Project Cost 17.80 Cr
Source: India Land & Space Logistics Private Limited
*Land is acquired by Government for service road
PPOOPPUULLAATTIIOONN DDEENNSSIITTYY
The detailed population breakup including Staff members as well as visitors is given
in the Table 4.
Table 4: Population Break-up
S. No. Unit Type Total Population
1 Staff (Permanent resident) 235
2 Staff (Day Boarder) 500
3 Visitors 450
Total Population 1135
WWAATTEERR CCOONNSSUUMMPPTTIIOONN
Operation Phase: It is estimated that the total water demand during the operation
phase will be 70 KLD. The Fresh water requirement is calculated to 18 KLD,
whereas treated water in the tune of 52 KLD will be used for the irrigation,
landscaping, Flushing through Dual Plumbing Pipelines, DG Set cooling. The fresh
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water demand will be met by the Development Authority Supply Water. The water
requirement for the project is given below in Table 5.
Table 5: Water Requirement during Operation Phase
S.
N
o.
Descriptio
n
Area in
m2
(Total)
Total
Occupancy
Rate of
water
demand
(lpcd)
Fresh Water in KLD
Treated Water in KLD
Total
water
requireme
nt (KLD)
1. Permanent Resident
235 135 9.51 22.20 31.725
2 Staff/work
er
500 45 6.75 15.75 22.5
3 Visitors 400 15 1.8 4.2 6
Total Domestic Water Requirement (1 + 2+3) 18.06 (Say 18)
42.15 (Say 42)
60.2 (Say 60)
4 Horticultur
e and
Landscape
4864.15
1.5 lit/m2
0 7 7
5 DG Sets Cooling* (1 X 180, 1x160 & 1x62.5 KVA)
0.9 l/KVA /hr
- 2.8 2.8
Total Water Requirement (1+2+3+4+5) 18 51.8 (Say 52)
69.8 (Say 70)
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Source: (i) India Land & Space Logistics Pvt. Ltd. (ii) Manual on norms and standards for environment clearance of large construction projects, Ministry of Environment and Forests, Government of India (iii) National Building Code of India, 2005, Bureau of Indian Standards, New Delhi.
Figure 1: Water Balance Diagram
WWAASSTTEEWWAATTEERR TTRREEAATTMMEENNTT && DDIISSPPOOSSAALL
Operation Phase: Approximately 57 KLD of Sullage will be generated from the
Project. The sewage Treatment Plant of 75 KLD is to be constructed within the
campus (Table 6).
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Table 6: Sullage Generated from Project
S. No.
Description Total
Population
Fresh water requirement
(KLD)
Treated Water
Requirement (KLD)
Flow to STP @ 80 % of
Fresh Water and
100% of Recycled
water) (KLD)
Sewage Treatment
Plant
a Permanent Resident
235 9.51 22.20 31.7
75 KLD Capacity Based on TBR Technology
b Visitors 400 1.8 4.2 5.64
c Day Boarders
500 6.75 15.75 21.15
d Landscaping - - 7 Nil
e DG Set cooling
- - 2.8 Nil
Sub Total (Say) 18 42 56.59 (Say 57)
Source: India Land and Space Logistics Private limited
Sewage Treatment Plant: The sewage Treatment Plant (STP) of 75 KLD based on
TBR technology is to be constructed within and earmarked place in the warehouse
complex. The treated wastewater will be used for flushing, irrigation and Generator
cooling purposes. There will not be any incremental pollution load on nearby
surface water bodies due to project. Table 7 shows the expected characteristics of
generated wastewater from project.
Table 7: Characteristics of Wastewater and Treated Wastewater
Parameters
Value Expected wastewater
characteristics Treated wastewater characteristics (TBR
Technology)
pH 7.5-8.5 6.0-8.5
BOD 250- 450 mg/l Less than 10 mg/l
Suspended solids 250-400 mg/l Less than 20 mg/l
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COD 600-800 mg/l Less than 60 mg/l
Oil and grease 50-100 mg/l Less than 10 mg/l
Detergents 50-100 mg/l Less than 10 mg/l
Efforts will be made to achieve much better standards than mentioned above as
project is proposing tertiary treatment also.
The TBR (Turbo Bioreactor) is an advanced MBBR biofilm technology is based on
specially designed plastic biofilm carriers or bio carriers that are suspended and in
continuous movement within a tank or reactor of specified volume.
Process Description: An aeration grid located at the bottom of the reactor supplies
oxygen to the biofilm along with the mixing energy required to keep the bio carriers
suspended and completely mix within the reactor. Treated water flows from reactor
through a grid or a sieve, which retains the MBBR bio carriers in the reactor.
Depending on the wastewater, the reactors are equipped with special spray nozzles
that prevent excessive foam formation.
This has the following advantages:
The process has long retention time and can absorb shock load situation.
The process produces a well oxidized sludge in small quantities only, which can
be discharged to tankers by sludge transfer pump
Skid Mounted and Ready to use plant.
Simple Operation
Effective Biological System
Minimal Manpower
Long Service Life
Waste water from the warehouse building shall flow into a grit chamber to remove
settling grit. Over flow from the grit chamber shall come to a sump chamber
constructed as an integral part of the package sewage treatment plant. A bar screen
shall be provided at the inlet point in the sump and the waste water will flow
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through this bar screen into the sump. The bar screen shall be so designed that it
can be cleaned manually from the top of the sump. Two submersible solid handling
pumps shall be provided in the sump to pump the collected waste water to the
aeration chamber. These pumps shall have the capability to handle effluent with
solids upto 40 mm size. A flow regulator box shall be provided to regulate the flow
in the aeration tank. Automatic level controller shall be provided in the sump to
turn the pump off at the low water level in the sump and to automatically start the
pump when water level is high. In case the water level in the sump continues to
increase (pump out of order), the stand by pump will start and a high level alarm
shall come on, indicating pump problem. Submerged air diffusers shall also be
provided in the sump to keep the suspended solids in suspension and to prevent the
sewage from turning septic.
Waste water from the flow regulating box shall flow into the aeration tank, where it
shall be mixed with activated sludge (Mixed Liquor Suspended Solids) in presence
of air introduced through submerged air diffusers. The aeration system shall be
designed in a way so as to achieve complete mixing of activated return sludge with
raw sewage. Foam control system (Special Spray Nozzles) shall be provided in the
aeration tank to keep foaming under control.
From the aeration tank this mixed liquid shall pass into the secondary clarifier.
Through the use of baffles the liquid in the clarified tank shall be maintained in a
quiescent condition which shall allow the solids to settle to the bottom for
collection. The accumulating solids known as “Sludge” shall be constantly pumped
from the clarifier tank bottom to the aeration tank. This return sludge shall undergo
further digestion in the aeration tank and shall also provide the active organisms
needed to digest the incoming raw sewage. A skimmer system shall be provided at
the surface of the secondary classifier to continuously skim the surface and to pump
the skimming back into aeration tank. The clarifier shall also have an adjustable
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overflow weir to collect the treated effluent and a scum baffle shall keep any
floating matter from passing out with the final treated water. Treated water from
the secondary clarifier shall over flow into adjoining mixing tank where alum shall
be added. Mixing shall be provided by air diffusion. From the mixing tank water
shall flow by gravity into an adjoining baffled treated water tank shall have volume
sufficient to store treated waste water for one day storage. The treated, disinfected
water shall then be passed through a multigrade filter and UV unit then stored and
reused as makeup water for cooling towers for air-conditioning & DG Sets for
flushing and for external horticulture. Excess sludge from the bottom of the clarifier
shall be passed into an adjoining aerobic digester cum thickener tank. In this tank,
sludge shall be aerated. Air shall be shut off periodically and separated water shall
be pumped back into the aeration tank. This way the sludge shall be thickened and
its volume reduced. The sludge digester cum thickener tank shall be sized to hold
excess sludge production of at least three months. Submersible solids handling
pump with flexible hose connection shall be supplied to pump the sludge out into
tanker on required basis.
RRAAIINNWWAATTEERR HHAARRVVEESSTTIINNGG
The rainwater harvesting will help in raising the ground water table. As such, the
Ground water extraction is not envisaged for this project.
Water Harvesting: The roof top rainwater harvesting through recharge pit process
will be used for the recharge of the water at the project site. The quantity of annual
harvested rainfall at the project site at present is 12962 cum. The annual rainfall
recharge capacity at the project site will be 12962 cum. Peak hourly rainfall has
been considered as 45 mm/hr for designing of rainwater harvesting pit. 4 recharge
pits with double bore of radius 3.5 m and depth 4 m are proposed, out of which
3 have already been constructed for harvesting rainwater, Mesh will be provided at
the roof so that leaves or any other solid waste/debris will be prevented from
entering the pit. Rainwater from roofs will be taken to collection/desilting
chambers located on ground. These collection chambers are interconnected to the
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filter pit through pipes. The filter pit will be circular in shape and will be back-filled
with graded material, boulder at the bottom, gravel in the middle and sand at the
top. The final disposal of storm / rain water shall be in multiple recharge / rain
harvesting pits as per MOEF guidelines to recharge the ground water. The water
collected will be used for replenishing the ground water aquifers and creating
surface storages for utilization in non-rainy season (Table 8).
Table 8: Annual Recharge Potential (After Construction)
Sl. No.
Description Coefficient Area (m2) Average annual
rainfall (m) Quantity
(cum/year)
1 Roof top 0.8 13465.35 0.6 6463.37
2 Paved 0.7 14083.02 0.6 5914.8684
3 Vegetation 0.2 4864.15 0.6 583.698
Annual Recharge Capacity 12962
Source: India Land & Space Logistics private limited. & CGWB
SSTTOORRMM WWAATTEERR DDRRAAIINNAAGGEE
A detailed “Storm Water Management” has been developed. This will incorporate
best management practices which will include following:
Regular inspection and cleaning of storm drains.
Clarifiers or oil/water separators shall be installed in all the parking areas.
Cover waste storage areas.
Avoid application of pesticides and herbicides before wet season.
Secondary containment and dykes in fuel/oil storage facilities
Conducting routine inspections to ensure cleanliness
Preparation of spill response plans, particularly for fuel and oil storage areas.
Provision of slit traps in storm water drains
Good management in the above areas.
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Calculations for storm water load
Roof-top area = Ground Coverage = 16101.31 m2
Total Green Area = 2228.19 m2+ 2635.96(Roof top Green Area) = 4864.15
Paved Area = Net Plot Area – (Ground Coverage Area + Green area)
= 32,412.52 – (16101.31 + 2228.19 m2)
= 14083.02 m2
Runoff Load
Net Roof-top Area = (Roof Top – Roof Top Green Area) x 0.045 x 0.80
(16101.31 – 2635.96) × 0.045 × 0.80
= 13465.35× 0.045 × 0.80 m3/hr
= 484.75 m3/hr
Green Area = Landscape area + Roof Top Green
= (4864.15) × 0.045 × 0.20
= 43.7 m3/hr
Paved Area = 14083.02 × 0.045 × 0.70
= 443.6 m3/hr
Total Runoff Load = 484.75 + 43.7 + 443.6 m3/hr
= 972.14 m3/hr
Taking 15 minutes Retention Time, Total volume of storm water = 972.14 / 4
= 243 m3
Taking the effective Dia and depth of a Recharge pit 3.5 m and 4.0m respectively,
Volume of a single Recharge pit = π r2h = 3.14 × 1.75 × 1.75 × 4 = 38.46 m3
Hence No. of pits required = 269 / 38.46 = 6.3 Pits say 7pits.
Total of 4 Rain Water Harvesting pits with double bore (as 1 Pit per Acre) are
proposed for artificial rain water recharge within the project premises, out of which
3 have been constructed.
All the drains are underground and covered or open drain channel with gratings.
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PPOOWWEERR RREEQQUUIIRREEMMEENNTT
Construction Phase: During construction phase, total power requirement was
estimated to be around 62.5 kva (120 kW). The supply has been met by DG set.
Operation Phase: During operation phase, total power requirement is estimated to
be around 250 kW, sanction by Dakshin Haryana Bijli vitran nigam limited vide
memo no.1031 dated 25 February, 2014.
Table 9: Power Requirement Construction and Operation Phase
Parameters Construction Phase Operation Phase
Power requirement 62.5 kva (56 kw) 250 kw
Supply by One number of DG Set
Sanction by Dakshin Haryana Bijli vitran nigam limited, vide office memo no. 1031 dated 25 February, 2014. Attached as annex V.
Back-up power supply
- 3 Number of DG sets (1x180 kva, 1x160 kva, 1x62.5 kva).
Source: India Land & Space Logistics Private limited
DDGG SSEETT IINNFFOORRMMAATTIIOONN::
During operation power back-up will be provided by the 1 nos. of DG sets of 180
kva , 1 nos. of DG sets of 160 kva , 1 nos. of DG sets of 62.5 kva.. Pollution load has
been calculated assuming that DG sets will be operated for 8 hours per day and low
Sulphur (max. 0.5%) content diesel will be used as fuel. Stack height of the
individual DG set has been considered as 18 m (15 m of building height + 3m of
stack height). Table 10 shows the pollution load due to operation the DG Set
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Table 10: DG Set Emission Statement
PPAARRKKIINNGG NNEEEEDDSS
Table 11: Parking Area Statement
As per MoEF Norms.
1 ECS/250 m2 FAR area 1 ECS@250 m2 of floor area
=24,284.79/250
=97
Required 97x 25 m2= 2425 m2
Parking as per Haryana Norms = This Should be 15% of plot area = 4,861.8 m2.
Parking:
Total Parking proposed (Surface parking @ 15 % of the plot area) = 4,864.8 m2.
Therefore; as required the parking is more & above the MoEF Norms.
Source: Space Standards for Car Parking as per Building Regulations for Gurgaon
S. No.
Parameter Unit
Value
180 kva 160 kva 62.5 kva
1 No. of DG Set Nos. 1 1 1
2 Capacity of each DG Set kw 162 144 56.25
3 No. of Stack Nos. 1 1 1
4 Height of each Stack m 18m (15 m of building height + 3 m
of stack height)
5 Flue gas Temperature °K 502 502 502
6 Velocity of Flue Gas m/s 21.3 21.3 21.3
7 Emission Details of each DG set at Full load (8 hr. operation)
A PM @ 0.3 g/KW-hr g/s 0.004 0.003 0.001
B SO2 @ 0.5% Sulphur in Diesel
g/s 0.032 0.028 0.011
C NOX @ 9.2 g/KW-hr g/s 0.122 0.109 0.109
D CO @ 3.5 g/KW-hr g/s 0.046 0.041 0.0162
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As Project is warehouse project, therefore, extra care should adopt and must be
manage physical environment, load shifting equipment and workers/staff, to
decrease the chances of accident hence require a proper traffic management.
Proper Traffic Management adopted on the account of:
Easley vehicular Movement: a proper and adequate road width minimizes the
traffic gathering in the warehouse premises. The best way of the minimization of
vehicular gathering is two-lane internal road with bell shaped entry and exit point.
warehouse is adjacent to National highway 8 therefore this type of internal road
facilities will not affect the external vehicular movement. There is also 60 m road
area left for ultimate connection to National Highway.
Barricades/Barriers/Bollards: use barricades to separate access path for vehicles
and pedestrian. With the help of barriers, protect other vulnerable equipment, pits,
DG Sets, and other area where Staff works. Also the barriers at the entry point
prevent pedestrians from walking into the path of oncoming or passing vehicles.
With the help of Bollards separate Loadshifting equipment Parking or recharge
area.
Loadshifting Equipment: with designate ‘no go’ zones for both Loadshifting
equipment and people based on their movements, braking distance, stability and
loads handled minimize the accident. Conduct daily pre-operational checks of
brakes, fitted seat belts, lights, warning devices, steering, tires, controls, horn, mast
and hydraulics, chains, hand brake, load capacity plate and falling object protection
is best practice to minimize the accident.
Traffic Sign/line mark: all loads shifting equipment carries reflective markings
and pedestrians within vehicle access areas to wear high visibility clothing or
reflective vests minimize the Accident. Similarly the accident prone zone, Electricity
cable line zone, must be earmarked and where require must be tag “Warning Zone:
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Training and Awareness: operators of Loadshifting equipment are
adequately trained and licensed where required. Also do not allow the person other
than operators of concern Equipment/Vehicles and other machinery. Every
Employee, Cargo /Vehicles driver must have awareness towards Traffic
Management. If require, proper training should provide to Staffs and other directly
or indirectly link to the warehouse.
External Traffic Management
1. With the Installation of traffic-calming devices , reduces the speed of
vehicles, especially for approaching pedestrian or Loadshifting equipment
operating zones
2. With the proper line marking on the ground such as parking lane, Driver
safe zone, loading and unloading zone minimize the gathering of vehicles
and minimize the accident.
3. Breaker/Barrier installation at entry point from main road also reduces
the speed of vehicles.
4. Clearly mark the Right of way, Danger zone, Warning Sign for
minimization of accident.
SSOOLLIIDD WWAASSTTEE MMAANNAAGGEEMMEENNTT
Small Paved areas with spill collection pits will be constructed for the interception
of oils and grease. Separate areas will be designated for fresh and used oils. The
used oils will be sold to SPCB/ MoEF Authorized recyclers.
During the operation phase: As per the manual on municipal solid waste
prescribed by the Central Public Health and Environmental Engineering
Organization (CPHEEO), the quantity of solid waste will be 301.9 (Say 302) kg/day.
The solid waste will comprise biodegradable waste e.g. domestic waste,
horticultural waste etc. and recyclable waste, like plastic, paper etc. (Table 14). For
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estimating the quantum of waste following assumptions are taken into
consideration.
Table 12: Solid waste generated from Operation Phase
Description Quantity (kg/day)
1. Permanent staff 235@0.5 kg/cap/day 117.5
2. Day Boarder Staff 500@0.25 kg/cap/day 125
3. Visitor 400@ 0.1 kg/cap/day 40
4. Landscape waste4864.15@0.004 kg/cap/day 19.5
Total 301.9 (Say 302)
Source:
Twin bin waste collection system will be used within the complex – green bins
for biodegradable wastes and blue bins for non biodegradable wastes will be
provided.
Litter bin will also be provided in open areas like Greenbelt Area etc.
Personnel engaged in the collection, segregation and composting will be trained
and demonstrated to make them proactive and efficient in the solid waste
management practices.
The waste shall be handled according to Municipal Solid Waste (Management
and Handling) Rules 2000.
Bio-medical wastes to be generated from the First Aid center, shall be handled
as per the Biomedical wastes (management and Handling) Rules, 2003. These
wastes will not be stored or disposed with other municipal wastes and stored at
the facility for no more than 24hours.
Hazardous Wastes (Management, Handling and Transboundary Movement)
Rules, 2008 will be strictly followed.
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Horticultural waste which will be collected at the secured location such that it
will not hinder daily activity schedule or washed away by the surface run off
causing choking of drains, etc. and will be separately disposed off along with
biodegradable waste.
FFIIRREE SSAAFFEETTYY
Adequate firefighting arrangements have been provided in the Warehouse
Complex. The fire fighting arrangements provided in the complex is given below:
Provision of Automatic water sprinklers
Provision of separate fire hydrant pipe
Provision of Overhead water storage tank
There is provision of firefighting pumps
Smoking is prohibited in warehouses and “No smoking” signs are tagged in
Warehouse premises
The heat insulating material has been used in construction of blocks
The detailed Disaster Management Plan is given as Enclosure I.
GGRREEEENNBBEELLTT DDEEVVEELLOOPPMMEENNTT
Construction Phase. During the construction period, it has been ensured that there
was no exploitation of trees in and around the project especially for obtaining fuel
wood by the workers.
Operational Phase: An area of 2,228.19 m2 has been identified for greenbelt
development. In addition to 2,228.19 m2 green belt area, 2635.96 m2 of green area
is proposed on the roof top therefore total green belt area will be increase to
4,864.15 m2 (15 %)The green area should be properly maintained and dead plants
should be regularly replaced.
Greenbelt Development: The following plants species are suggested for plantation
is as given in Table 13 & 14.
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Table 13: Trees for Greenbelt Development
SI. No. Botanical name Common name Effective in control of
1. Ficus benjamin Pukar Air pollution
2. Acacia auriculiformis Air pollution
3. Acacia nilotica Babul Air pollution
4. Achras sapota Air pollution
5. Adina cordifolia Haldu Air pollution
6. Aegle marmelos Bel Air pollution
7. Ailanthus excelsa Maharuk Air pollution, Noise pollution
8. Albizia lebbeck Siris Air pollution, Noise Pollution
9. Alstonia scholaris Chattiyan Air pollution, Dust
10. Azadirachta indica Neem Air pollution, Dust, Noise
pollution
11. Bischofia javanica Paniala -
12. Bridelia squamosa Khaja -
13. Butea monosperma Dhak Air pollution, Dust
14. Dalbergia latifolia Shisham Air pollution
15. Ficus elastic Rubber tree Air pollution
16. Ixora arborea -
17. Lagerstroemia
parviflora
Phurush Air pollution
18. Madhuca longifolia Mahua Air pollution, Noise pollution
19. Mangifera indica Aam Air pollution, Noise pollution
20. Moringa oleifera Sajina Air pollution
21. Polyalthia longifolia Devdaru Air pollution
22. Syzygium cumini Jamun Air pollution
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23. Terminalia arjuna Arjun Air pollution, Dust
24. Trema orientalis Gio -
25. Zizyphus mauritiana Ber Air pollution
26. Zizyphus rugosa Suran -
Source: Landscape Consultant: Greenthums, Guidelines for Developing Greenbelts, CPCB, 2000
Table 14: Shrubs for Green Belt Development
S. No. Scientific Name Common Name Effective in control of
1. Jatropha pandurifolia Jatropha Soil quality
2. Tecoma stans Yellow Tecoma Noise Pollution
3. Hamelia patens Muna Noise Pollution
4. Hibiscus Gurhal Air & Noise pollution
5. Ficus reginald Fig Air Pollution
6. Tabernaemontana
divaricata
Chandni Air pollution
7. Abutilon indicum Atibalaa/peeli
Booti
Air pollution
8. Acacia catechu Khair Air pollution
9. Acacia leucophloea Safed babul Air pollution
10. Calotropis gigantean Air pollution
11. Dendrocalamus strictus Banskaban Air pollution
12. Nerium indicum Kaner Air pollution
13. Ricinus communis Erandi Air pollution
14. Murraya paniculata Marchula Air pollution
15. Duranta repens Golden duranta Air pollution
Plants For Roof Top
1. Juniperous squamata Blue Star' Juniper
2. Lavandula angustifolia lavender
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S. No. Scientific Name Common Name Effective in control of
3. Hydrangea petiolaris C. hydrangia
4. Allium Summer Beauty S. Beauty Allium
5. Sedum album White Stone Crop
6. Sedum ellacombianum Stone Crop
7. Duranta repens* Golden duranta
Guidelines for Developing Greenbelts, CPCB, 2000
CCOONNSSTTRRUUCCTTIIOONN MMAATTEERRIIAALL
Wind Velocity, Seismicity, Rainfall of Region, has been taken in consideration
during Warehouse design. Only IS approved building materials has been used for
construction. Construction materials have been selected based on their thermal and
combustible characteristic. The quantity of construction material required is
presented in Table 15. The additional considerations are as under:
The major materials required for construction of the project will be Plywood,
Tin Shelter, Sand, steel, cement, bricks, metal, stones, electrical fittings, water,
etc.
All the items to be used in the project will be as per the national building code
specification. If the building materials with high-embodied energy are locally
available, it will be used in construction.
Table 15: Construction Material Requirement
Sl.
No
Details of Material Approx. Quantity
1 Brick Work 0.45 MT*
2 Concrete 0.23 MT
3 Steel 0.21 MT
4 Stone Aggregate 0.23 MT
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5 Sand 1.428 MT
6 Cement 1.929 MT
7 Fire resistant Plywood 0.0002 MT
8. Tin Shelter 0.0001 MT
Source: India land & Space Logistics Private Limited. * Million Ton
Other Building Material is PVC Sullage lines, Joinery hardware- ISI marked, PVC rain
water down take etc.
Heat insulating material has been used in construction. Thermal characteristics of
the materials used for building envelop v.i.z, roof, external walls, fenestration has
been provided in accordance with energy conservation building Code 2006. The U
values are given in Table 18.
Table 16: Characteristics of Building Component
Type of Construction U values (in
W/m2deg C)
WALLS
Brick:
Plaster both sides -115mm 3.23
Solid, Unplastered-230 mm 2.67
Plastered both sides-228 mm 2.44
Concrete, ordinary, Dense:
152 mm 3.58
203 3.18
Concrete block, cavity, 250 mm (100+50+100), outside rendered, inside
plastered:
Aerated concrete blocks 1.19
Hollow Concrete block, 228 mm, single skin, outside rendered, inside
plastered:
Aerated concrete blocks 1.70
EENNVVIIRROONNMMEENNTTAALL CCLLEEAARRAANNCCEE FFOORR WWAARREEHHOOUUSSEE PPRROOJJEECCTT AATT VVIILLLLAAGGEE
BBIINNOOLLAA,, MMAANNEESSAARR,, GGUURRGGAAOONN,, HHAARRYYAANNAA.. BB
PPRROOJJEECCTT PPRROOPPOONNEENNTT:: IINNDDIIAA LLAANNDD AANNDD SSPPAACCEE LLOOGGIISSTTIICCSS
PPRRIIVVAATTEE LLIIMMIITTEEDD
Page 109 of
CP
EENNVVIIRROONNMMEENNTT CCOONNSSUULLTTAANNTT:: EENNVVIIRROOCCAARREE TTEECCHHNNOOCCRRAATTSS
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Roofs pitched:
Iron sheets 1.70
Roofs Flat:
Reinforced concrete slab, 100 mm, screed 63-12 mm, 3 layers
bituminous felt
3.35
Floors:
Concrete on ground or hardcore fill 1.13
+ Wood block finish 0.85
FFIINNAALL RREECCOOMMMMEENNDDAATTIIOONNSS
The Project site is having a very good connectivity with the Delhi-Jaipur
Expressway (NH-8) adjacent to Project. Apart from this the Warehouse is far from
Dense Populated area. The complex will provide all basic amenities to the
Workers/Staff including green area, parking facility etc. To summarize, the site is
absolutely feasible for the warehouse complex.
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