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Modification of “Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park & Group Housing”
Village Chhatikara and Sunrakh Bangar,
Vrindavan, District Mathura, Uttar Pradesh, India
Project Proponent
M/s Hare Krishna Movement,
Vrindavan Associates Trusts &
Snow-white Infrastructure Pvt. Ltd
Submitted to
Expert Appraisal Committee
(Infra-2), MoEF & CC, New Delhi
Category A, Item 8(b)
Aug, 2017
Environmental Consultant
PARAMARSH
(Servicing Environment and Development),
4/97, Viram Khand, Gomti Nagar, Lucknow, UP
NABET (QCI) Accredited Consultant Organization
S.No. 113
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
Page 1
FORM 1 i. Basic Information
S.
No. Item Details
1 Name of the project/s
Modification of “Sri Radha
Vrindavan Chandra Mandir,
Krishna Lila Theme Park and
Group Housing” Project due to
change in land area from 130.36
acres to 110.157 acres.
2 S. No. in the schedule Cat – A, Item-8 (b) as per S.O. 3999
(E) dated 09.12.2016
3
Proposed capacity/area/length/tonnage to be
handled/command area/lease area/number of
wells to be drilled
The land area changed from 130.36
acres to 110.157 acres.
4 New/Expansion/Modernization
Modification of “Sri Vrindavan
Chandra Mandir and Krishna Lila
Theme Park” Project.
The Environmental Clearance has
been obtained vide letter no.
1119/SEAC/379/2010/JDCA dated
10/07/2010.
5 Existing Capacity/Area etc. 130.36 acres
6 Category of Project i.e. ‘A’ or ‘B’ Category A
7 Does it attract the general condition? If yes,
please specify. ----
8 Does it attract the specific condition? If yes,
please specify. No.
9
Location
Plot/Survey/Khasra No. Attached as Annexure 1.
Village Chhatikara & Sunrakh Bangar
Tehsil Vrindavan
District Mathura
State Uttar Pradesh
10 Nearest railway station/airport along with
distance in kms.
Mathura railway station - 10 km
Kheria airport (Agra) - 72 km
11 Nearest town, city, district headquarters
along with distance in kms.
Vrindavan – 4 km
District HQ: Mathura – 10 km
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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S.
No. Item Details
12
Village Panchayats, Zilla Parishad, Muncipal
corporation, Local body (complete postal
addresses with telephone nos. to be given)
Village Panchayat – Sunrakh Bangar
Local Body – Vrindavan
13 Name of the applicant
Hare Krishna Movement, Vrindavan
Associates Trusts & Snowwhite
Infrastructure Pvt. Ltd
14 Registered address Garh, Chhatikara Road, Vrindavan
15 Address for correspondence -do-
Name Suvyakta Narasimha Dasa
Designation (Owner/Partner/CEO) Vice President
Address
Sri Vrindavan-Chandra Mandir,
C/o Akshaya Patra, Chhatikara Road,
Vrindavan
Pin Code 281 121
Telephone No. +91 9756797000
Fax no. 0565 2193200
16
Details of Alternative sites examined, if any.
Location of these sites should be shown on a
topo sheet.
No site alternatives are under
consideration.
17 Interlinked projects Nil
18 Whether separate application of interlinked
project has been submitted? N.A.
19 If yes, date of submission N.A.
20 If no, reason N.A.
21
Whether the proposal involves
approval/clearance under: If yes, details of
the same and their status to be given.
(a) The forest (conservation) Act, 1980?
(b) The wildlife (protection) Act, 1972?
(c) The C.R.Z. Notification, 1991?
No
No
No
22 Whether there is any Government
order/Policy relevant/relating to the site?
The project lies in the Residential
zone of Mathura – Vrindavan Master
Plan 2021. Master plan is a
government notified document, which
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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S.
No. Item Details
is a land use certificate in itself.
23 Forest land involved (hectares) 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
(b) Case No.
(c) Orders/directions of the court, if any and
its relevance with the proposed project.
Nil
ii. Activity
1. Construction, operation or decommissioning of the Project involving actions, which
will cause physical changes in the locality (topography, land use, changes in water bodies, etc.)
S.
No.
Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities /rates, wherever possible)
with source of information data
1.1
Permanent or temporary
change in land use, land cover
or topography including
increase in intensity of land use
(with respect to local land use
plan)
No
This is modification of Integrated
Spiritual Township and Housing
Development Project on land
earmarked for Math/Spiritual Township
as per Master Plan 2021 of MVDA.
1.2 Clearance of existing land,
vegetation and buildings. No No clearance of vegetation is required.
1.3 Creation of new land uses? No
The project site is already earmarked
for Math/Spiritual Township
development as per the local
development plan and is being
developed as per the local building by-
laws. Hence no new land use will be
created.
1.4
Pre-construction investigations
e.g.
bore holes, soil testing?
Yes
Soil investigation has already been
carried out when the project was initially
conceptualized.
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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S.
No.
Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities /rates, wherever possible)
with source of information data
1.5 Construction works? Yes This is a building and construction
project. All construction activities are
being confined within project area.
There will be no physical changes
outside the project boundary.
Construction of Group housing is being
done as per applicable norms/byelaws
which include residential and
commercial areas, industrial areas,
public/semi public areas, green areas,
road network, recreational facilities and
entertainment halls will be constructed
(based on max. permissible limit)
Old details Revised details
130.36 acres 110.157 acres
1.6 Demolition works? No
1.7
Temporary sites used for
construction works
or housing of construction
workers?
No
All the constructions activities including
storing of raw materials are being
confined within the project site only. No
temporary construction worker’s camp
is proposed. Construction workers from
nearby areas are being hired.
1.8
Above ground buildings,
structures or earthworks
including linear structures, cut
and fill or excavations
Yes
The temple and related facilities has a
footprint of about 38 acres and rises to
a height of about of 332 m. Erection of
structures like underground water
storage, sewage treatment plant,
piping, electric substations, etc. and
temporary site offices, maintenance
workshop facilities & other infrastructure
to support all these activities.
1.9 Underground tunneling? works
including mining or No No underground works are required
1.10 Reclamation works? No No reclamation work required.
1.11 Dredging? No No dredging required.
1.12 Offshore structures? No No off shore structures required.
1.13 Production and manufacturing
processes? No
No production/manufacturing process is
involved.
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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S.
No.
Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities /rates, wherever possible)
with source of information data
1.14 Facilities for storage of goods
or materials? Yes
Separate raw material storage yard is
being be made. Cement is separately
stored under cover in bales. Sand is
stacked neatly under tarpaulin cover.
Bricks and steel are laid in open.
1.15
Facilities for treatment of
disposal of solid waste or liquid
effluents?
Solid Wastes:
Solid wastes likely to be generated in
project are domestic in nature. It is
being collected from designated
locations and segregated into inorganic
and organic wastes. The inorganic non-
biodegradable wastes will be sold to
authorized vendors for recycling and
the organic biodegradable wastes will
be disposed into municipal bin for
further disposal by local authority.
Liquid Effluent:
During construction, sewage is treated
and disposed through septic tank with
soak pits.
The waste water which will be
generated in operation phase will be
treated in sewage treatment plant up to
tertiary level. The treated sewage will
be used for toilet flushing, cooling of
power gen sets, fire fighting, and
horticulture purposes. Modular STP of
1400 KLD have been planned and
suitably located within the project site.
1.16 Facilities for long term housing
of operational workers? Yes It will be provided.
1.17
New road, rail or sea traffic
during construction or
operation?
No
New roads are developed within the
housing area and the national highway
is also near by for providing access.
1.18
New road, rail, air waterborne
or other transport infrastructure
including new or altered routes
and stations, ports, airports
etc?
No Not required.
1.19
Closure or diversion of existing
transport routes or
infrastructure leading to
changes in traffic movements?
No Not required.
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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S.
No.
Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities /rates, wherever possible)
with source of information data
1.20 New or diverted transmission
lines or pipelines? No There is no shifting of transmission line.
1.21
Impoundment, damming,
culverting, realignment or other
changes to the hydrology of
watercourses or aquifers?
No
No impounding, damming, culverting,
realignment or other changes to the
hydrology of surface watercourses is
proposed.
1.22 Stream crossings? No Not required.
1.23
Abstraction or transfers of
water from ground or surface
waters?
No
Water abstraction shall be done at the
time of construction. Regular water
supply to be met from wells & recycling
after taking prior approval of Central
Ground Water Authority.
1.24
Changes in water bodies or the
land surface affecting drainage
or run-off?
No
There is no change in water bodies or
the land surface; therefore project will
not affect the surface drainage and run-
off of the area.
1.25
Transport of personnel or
materials for construction,
operation or decommissioning?
Yes
Construction workers and materials will
come from the nearest available
market. During the operation phase,
suitable parking provision will be
provided.
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 temporarily or
permanently?
No Temporarily
1.29 Introduction of alien species? No All plantations to be indigenous
species.
1.30 Loss of native species or
genetic diversity? No
No loss of native species or genetic
diversity is envisaged.
1.31 Any other actions? No No
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply):
S.
No.
Information/checklist
confirmation Yes/No
Details thereof (with approximate
quantities /rates, wherever possible)
with source of information data
2.1 Land especially undeveloped
or agricultural land (ha)
This is modification of Integrated Spiritual
Township as well as the Housing
Development Project on land earmarked
for Math/Spiritual Township as per
Master Plan-2021 of MVDA.
2.2 Water (expected source &
competing users) unit: KLD
Water Requirement:
Domestic – 1579 KLD
Cooling – 90 KLD
Horticulture – 447 KLD
Fire Fighting-48 KLD
Total – 2164 KLD
2.3 Minerals (MT) No Not required.
2.4
Construction material – stone
aggregates,, and / soil
(expected source – MT)
Stone, aggregate, sand, and cement are
initially required for the construction of
roads. Thereafter, different types of
construction material are required
according to the design and size. These
will be purchased from various vendors.
Hence no permission is required
separately.
2.5 Forests and timber (source –
MT) No Not required.
2.6
Energy including electricity
and fuels (source, competing
users) Unit: fuel (MT), energy
(MW)
Power requirement 25000 KVA
Source of Power
Backup power gen
sets (100% back up
will be provided)
Grid Power
The power gen sets shall be located in a
substation.
2.7
Any other natural resources
(use appropriate standard
units)
No Not required.
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
Page 8
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
3.1
Use of substances or
materials, which are
hazardous (as per MSIHC
rules) to human health or the
environment (flora, fauna,
and water supplies)
No
The project is a Spiritual Township &
Temple Complex hence, no storage of
hazardous chemicals (as per MSIHC
rules) will be done, done, except HSD
(low sulphur variety) required to run
standby power generator set. Also, the
quantity stored will be below the threshold
limit specified in the MSIHC rules.
Suitable management practice will be
adopted for the same. Suitable
management practice will be adopted for
the same.
3.2
Changes in occurrence of
disease or affect disease
vectors (e.g. insect or water
borne diseases)
No
Suitable drainage and waste
management measures will be adopted in
both construction and operational phase,
which will restrict stagnation of water or
accumulation of waste. This will
effectively restrict the reproduction and
growth of disease vectors.
3.3
Affect the welfare of people
e.g. by changing living
conditions?
It will create a more interactive
environment for religious congregation,
leisure and recreation.
3.4
Vulnerable groups of people
who could be affected by the
project e.g. hospital patients,
children, the elderly etc.,
Yes
Due to construction of the dispensary
within the group housing, the vulnerable
groups shall have easy access to medical
facilities. No adverse impact is
anticipated.
3.5 Any other causes No
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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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
Soil generated during excavation will be
backfilled wherever required within the
project site.
4.2 Municipal Waste (domestic
and or commercial wastes) Yes
The solid wastes generated during
operation phase will consist of organic
waste such as waste vegetables, foods
etc and inorganic waste like papers,
cartons, thermocol, glass plastics,
polythene bags, etc. These solid wastes
will be segregated into biodegradable and
non-biodegradable wastes and collected
in separate bins. The non-biodegradable
wastes will be sold to recyclers and the
biodegradable wastes will be collected for
disposal by the local Municipal Authority
at designated locations.
.3
Hazardous wastes
(as per Hazardous Waste
Management Rules)
Yes
As per Government of India notification
dated 20.07.1998, the liability of safe
disposal of biomedical waste is the
responsibility of the agency producing
such wastes as per laid down norms with
prior government approval. Therefore, the
dispensary waste shall be disposed/
treated by the organization operating it..
The disposal of E-waste from group
housing shall be done as per the three
R’s rule of reduce, reuse and recycle.
CPCB has a list of authorized vendors for
e-waste management. A suitable vendor
will be opted for disposal. The only
hazardous waste in the project will be
used/spent oil from standby power gen
sets., which is classified as hazardous
waste category 5.1 as per Hazardous
Wastes (Management & Handling)
Amendments Rules, 2003.
4.4 Other industrial process
wastes No
4.5 Surplus product No
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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S.
No.
Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
4.6
Sewage sludge or other
sludge from effluent
treatment
Yes Will be used as manure for horticulture.
4.7 Construction or demolition
wastes Yes
Excess excavated earth and construction
debris will be disposed off in
areas/disposal site as designated by the
local authority.
4.8 Redundant machinery or
equipment No
There will be no generation of redundant
machinery or equipment for disposal.
4.9 Contaminated soils or other
materials No Not applicable.
4.10 Agricultural wastes No
No agriculture waste will be generated
during operation phase. Only dry leaves,
grasses, weeds etc will be cleared.
4.11 Other solid wastes No Not applicable.
5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)
S.
No.
Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
5.1
Emissions from combustion
of fossil fuels from stationary
or mobile sources
Yes
During construction, emission is
generated from vehicles and machineries
and Power gen sets to be installed for
power supply. During operation Power
gen set emissions and vehicular
emissions will be there due to plying of
vehicles.
5.2 Emissions from production
processes No Not applicable.
5.3
Emissions from materials
handling including storage or
transport
Yes
Water sprinkling is carried out regularly at
construction and campsites. Vehicles
delivering construction materials are
always be covered to avoid spillage of
construction materials.
5.4 Emissions from construction
activities including plant and Yes
The emissions will be marginal and
restricted to construction phases, will be
short lived and reversible. All construction
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
Page 11
S.
No.
Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
equipment machinery meets the prescribed emission
standards.
5.5
Dust or odors from handling
of materials, including
construction materials
sewage and waste
Yes
Dust will be generated during
construction, this will be water sprinkled,
and provided with tarpaulin cover over
stored raw material to reduce dust
emission.
5.6 Emissions from incineration
of waste. No
5.7
Emissions from burning of
waste in open air (e.g. slash
materials, construction
debris).
No
5.8 Emissions from any other
sources. No
6. Generation of Noise and Vibration, and Emissions of Light and Heat:
S.
No.
Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data with
source of information data
6.1
From operation of
equipment ventilation plant,
crushers e.g. engines,
Yes
The machinery which is used for
construction is of highest standard of
reputed make and adheres to international
standard. These standards itself take care
of noise pollution control/vibration control
and air emission control. Hence,
insignificant impacts due to construction
machinery are envisaged. Source of noise
in operational phase will be power gen
sets only which will be in operation during
power failure.
6.2 From industrial or similar
processes No
6.3 From construction or
demolition Yes
During construction work, noise generates
from construction machinery; however,
adequate precautions have been taken to
reduce to noise generation.
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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6.4 From blasting or piling No Only cast-in-SITU piles shall be used if
required as per DPR.
6.5 From construction or
operational traffic Yes It shall be restricted within a limited area.
6.6 From lighting or cooling
systems No
Very less amount of noise generation is
envisaged from cooling tower. During
power failure, operation of power gen sets
will generate noise. However, these shall
be housed in acoustically treated room.
6.7 From any other sources No
7. Risks of contamination of land or water from releases of pollutants into the ground or
into sewers, surface waters, groundwater, coastal waters or the sea:
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,
hazardous materials use or
Spillage of hazardous
materials
Yes
The only hazardous waste is, spent oil
from standby power generator sets. The
spent oil will be carefully stored in HDPE
drums under isolated storage, and
periodically sold to authorize recyclers.
All precautions will be taken to avoid
spillage from storage.
7.2
From discharge of sewage or
other effluents water or the
land (expected mode and
place of discharge) to
No
There will be no discharge of untreated
sewage on water or land, as the
wastewater after treatment will be reused
for flushing, power gen sets cooling and
horticultural. So, no adverse effect is
envisaged.
7.3
By deposition of pollutants
emitted to air into the land or
into water
No
Minimal deposition of dust on land and
plants will be there from air due to
transportation, both during operational &
construction phase. Water sprinkling and
good house keeping shall be regularly
carried out.
7.4 From any other sources No
7.5 Is there a risk of long term
build up of pollutants in the No
There is no risk of long term build up of
pollutants in the environment from
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
Page 13
environment from these
sources?
handling, storage, use or spillage of
hazardous materials, discharge of
sewage or other effluents to water or the
land and by deposition of pollutants
emitted to air into the land or into water
sources.
8. Risk of accidents during construction or operation of the Project, which could affect
human health or the environment
S.
No.
Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
8.1
From explosions, spillages,
fires etc from storage,
handling, use or production
of hazardous substances
This is basically a construction project
and does not involve major hazardous
construction activity. Hence, chances of
explosions, spillages, fires are minimal.
All construction workers are provided
with suitable personal protective
equipment (PPE) as per the health &
safety norms. Training and awareness
about the safety norms is being provided
to all supervisors and workers involved in
construction activities.
An agreement will be signed with the
contractor, which will clearly deal safety
aspects during construction. No major
hazardous waste is being stored with in
the project site. No industrial or process
activity is involved in this project hence
chances of chemical hazards and
accidents are minimal. However, suitable
fire-fighting measures will be provided.
8.2 From any other causes No
For accidental fires, fire fighting pumps
are to be installed.
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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8.3
Could the project be affected
by natural disasters causing
environmental damage (e.g.
floods, earthquakes,
landslides, cloudburst etc)?
No
Proper measures shall be taken in
detailed design to minimize the impact of
any disaster. Area is not flood prone.
Building to be designed as per seismic
zone requirements.
9. Factors which should be considered (such as consequential development) which
could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality
S. No. Information/Checklist
confirmation Yes/No
Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
9.1
Lead to development of
supporting facilities, ancillary
development or development
stimulated by the project
which could have impact on
the environment e.g.:
Apart from better living conditions
employment generation in both the
construction and operation phases. The
existing infrastructure is adequate to
meet the requirement of proposed
project.
• Supporting infrastructure
(roads, power supply, waste
or waste water treatment,
etc.)
Yes
In order to support the group housing,
power lines will be drawn, roads will be
constructed within the group housing as
well as for access. Water supply and
sewage systems will be laid down
extensively and STP shall be provided.
• housing development Yes
As a result of group housing
development, commercial, educational
and medical facilities will be developed
within the group housing.
• extractive industries No
• supply industries Yes
In order to meet the requirement of the
residential and non residential people,
the supply industry will grow to meet the
demand for vegetable, processed food,
gas, cloth, groceries, stationary and
several other items.
• other
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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9.2
Lead to after-use of the site,
which could have an impact
on the environment
No
9.3 Set a precedent for later
developments No
The area falls under Master Plan of
Mathura - Vrindavan 2021, therefore, no
illegal activity is predicted and
development of the entire region is
anticipated as per Mathura – Vrindavan
Master Plan.
9.4
Have cumulative effects due
to proximity to other existing
or planned projects with
similar effects
It will improve this environment by
creating a more attractive and inter
active environment for religious
congregation, leisure & recreation,
create an urban landmark.
iii. Environmental Sensitivity
S. No.
Areas Name/ Identity 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 Nil
2.
Areas which are important or sensitive for ecological reasons -Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests
Vrindavan Minor Kota Minor Jait Branch
Shergarh distt. Atas Minor
Kosi arterial drain Yamuna Rs.
0.8 S 0.75 SW 0.7 W 3.2 SW 2.8 NW 3.55 NW 3.65 NE
3.
Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration
No
4. Inland, coastal, marine or underground waters
No
5. State, National boundaries No Project lies in U.P. State. No interstate boundaries with in 15 km.
6. Routes or facilities used by the public for access to
NH-2 Mathura Chhata
1.00 W
Modification of Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group
Housing at Vrindavan, Mathura
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S. No.
Areas Name/ Identity Aerial distance (within 15 km.)
Proposed project location boundary
recreation or other tourist, pilgrim areas
7. Defense installations No
8. Densely populated or built-up area
Vrindavan City 3.20 E
9.
Areas occupied by sensitive man-made land uses (hospitals, schools, places of worship, community facilities)
Yes
There are several hospitals, schools, places of worship, community facilities in the city of Mathura - Vrindavan
10.
Areas containing important, high quality or scarce resources (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)
No
11.
Areas already subjected to pollution or environmental damage. (Those where existing legal environmental standards are exceeded).
Nil
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)
Epicenters of earthquake of magnitude 6 have been recorded in the region. The area has been classified as seismic zone IV. The risks of flood, landslides and cloudburst will not be there.
“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 give, if any to the project will be revoked at our risk and cost. Date: 10.09.2017 Place: Vrindavan
Suvyakta Narasimha Das Vice President Hare Krishna Movement Sri Vrindavan-Chandra Mandir
c/o Akshaya Patra Chhatikara Road Vridavan-281121, Dist Mathura
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna
Lila Theme Park and Group Housing at Vrindavan, Mathura
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FORM-1 A
(Only for construction projects listed under item 8 of the Schedule)
CHECK LIST OF ENVIRONMENTAL IMPACTS
Name of the project/s - Modification of Integrated Township – “Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group Housing” at Vrindavan, Mathura
(Project proponents are required to provide full information and wherever necessary
attach explanatory notes with the Form and submit along with proposed
environmental management plan & monitoring programme)
1. LAND ENVIRONMENT
(Panoramic View of the Project site are attached)
1.1 Will the existing landuse get significantly altered from the project that is not
consistent with the surroundings? (Proposed landuse must conform to the
approved Master Plan / Development Plan of the area. Change of landuse if any and
the statutory approval from the competent authority is submitted). Attach Maps of
(i) site location, (ii) Surrounding features of the proposed site (within 500 meters)
and (iii) The site (indicating levels & contours) to appropriate scales. If not available
attach only conceptual plans.
i) Vision of Integrated Spiritual Township
Mathura and Vrindavan are important places for Hindus all over the world. Vrindavan is
especially a very revered and sacred place for the devotees of Krishna. Great devotees in
the past have built magnificent temples, small and big.
M/s Hare Krishna Movement plans to set up a township with a grand temple of Krishna at
the center. It has a unique architectural feature that harmoniously blends the elements of
Indian traditional temple architecture of Nagara style and elements of modern
architecture. The grand temple shall be of monumental proportions and iconic
architecture that harmoniously fuses essentials of Indian temple architecture and
elements of modern architecture. This temple is poised to become the tallest, grandest
and largest religious structure in India. The temple has a footprint of about 38 acres and
rises to a height of about 332 meters. The housing development project comprises of
rows of houses (villas) and group housings to be occupied by devotees of Krishna who
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna
Lila Theme Park and Group Housing at Vrindavan, Mathura
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wish to be in the precincts of a grand temple in the holy land of Vrindavan. The housing
development project also will have a place for the lower income group and economically
weaker section. The temple is planned to be vibrant with festivals and religious activities
all through the year.
The grand temple would be surrounded by wooden area that constitutes green area. This
green area will be revived and recreated around the grand temple in their original glory.
Designed by the world‟s best landscape architects, it will be made of the green area as
described in the Srimad Bhagavatam (dvadasha kanana) with varieties of vegetation,
green pastures, fruit bearing trees, flower laden creepers, clear water lakes and water
falls from small hillocks– all created to transport the visitors to Krishna‟s times in
Vrindavan. The area will also house Krishna Lila Theme Park attractions that celebrate
the various pastimes of Krishna that he performed in Vrindavan. Using dolls, settings,
light and sound effects, projection effects and ride systems, these attractions tell the
stories of Krishna in an entertaining manner to guests of all ages.
The Grand Temple and Theme Park will be the USP of the project to attract potential
buyers for the residential space. The surpluses from the residential development will
finance the development of the grand temple and theme park. The devotees of Krishna
will want to have a second home or a vacation home at Vrindavan, and the temple-
centered township will be a major attraction.
ii) Overview:
Environmental Clearance was granted vide the Directorate of Environment, UP
letter Ref. No. 1119/SEAC/379/2010/JDCA, Dated 10-July-2010. This is modification of
Integrated Spiritual Township and Housing Development Project on land earmarked for
Math/Spiritual Township as per Master Plan 2021 of MVDA due to decrease in land area
from 130.31 acres – 110.15 acres.
iii) Location and landuse of the Project:
The following sections describe the details of where the project is located, what are the
surroundings, the approach to the Integrated Spiritual Township as well as the Housing
Development Project.
Landuse: Math/Spiritual Township as per Master Plan 2021 of MVDA. [Refer Fig.
1(a)].
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Lila Theme Park and Group Housing at Vrindavan, Mathura
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Location Description, Surrounding and Neighborhood:
The site is strategically located, flush on the Chhatikara Road, which is the main access
to Vrindavan from the Agra Mathura Highway. Location of the proposed site is shown in
Figure 1. Furthermore, location map showing the site and surroundings of the proposed
project in the range of 30 m, 500 m and 2 km is shown in Figures 2, 3 and 4, respectively.
The site and connectivity of the location is illustrated in Figure 5. All pilgrims and tourists
to Vrindavan will necessarily pass on the Chhatikara Road and therefore the project will
enjoy easy visibility and enormous footfall.
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group Housing at Vrindavan,
Mathura
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Fig. 1(b): Map showing location of the project.
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group Housing at Vrindavan,
Mathura
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Fig. 2: Google map showing location of site and its surrounding in the range of 30 m.
Agricultural land
Agricultural land
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group Housing at Vrindavan,
Mathura
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Fig. 3: Google map showing location of site and its surrounding in the range of 500 m.
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group Housing at Vrindavan,
Mathura
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Fig. 4: Google map showing location of site and its surrounding in the range of 2 km.
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group Housing at Vrindavan,
Mathura
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Fig. 5: Google map showing location of site and its connectivity.
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila
Theme Park and Group Housing at Vrindavan, Mathura
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The complex also has a huge facility to support it social responsibility through the Akshaya Patra
foundation. This facility provides mid day meals to schools in the local community in surrounding
areas. All services such as water, electricity, sewage, roads, lighting will be available within the
complex making this an “integrated township” which will be self-sustaining in nature.
There is ample provision for community facilities like school, basic medical care facility,
convenience store, etc. There is provision for living quarters for staff, as well as in house
workshop and maintenance of the complex in addition to Stores. This is in addition to faculties
provided for devotees living with the temple premises the land comes under the land already
declared for residential developmental activities by Mathura-Vrindavan Development Authority.
Thus, there will be no land use change and the land confirms to approve Development plan. The
integrated town ship layout spreads over land of 110.157 acres divided into public, residential,
commercial and community zones.
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) Site Details:
Table 1: Comparative area statement
Comparative Area Statement of Hare Krishna Movement, Mathura
S.No. Items As per EC Issued
(sqm)
Proposed Modification
(sqm) Remarks
1 Total Plot Area 5,27,566.0
(130.36 acres)
4,45,788.86 (110.157
acres)
Area -
81777.0
sqm
Sold
2 Akshaya Patra (kitchen
building) 4,930.45 (1.218 acres)
3 Main temple & related
facilities 1,53,104.48 (37.83 acres)
4
Residential (Group housing
+
villas + donor ashram)
2,82,729.13 (69.86 acres)
5 School
4006.38 (0.99 acres)
6 Floor Area Ratio (FAR)
Akshaya Patra - 3130.50
sqm @0.75
Main Temple & related
facilities - 187692.89 sqm
@1.44
Residential - 255536.26
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Theme Park and Group Housing at Vrindavan, Mathura
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7 Ground Coverage
Akshaya Patra - 1299.77
sqm (26.5%)
Main Temple & related
facilities - 34578.5 sqm
(26.6)
Residential - 51307.89
sqm (21.3%)
8 Built up Area for Integrated
Township 5,78,317.6 4,46,359.65
9 Open area
357583.9 sqm
10 Road/paved area
133431.0 sqm (30%)
11 Landscape/Green Area
168231.9 sqm (68334.8
sqm under park/green
and 99897.10 sqm under
green belt )
10 Nos. of Trees (proposed)
6536 nos.
11 Units Planned
Group housing –
3824
LIG & EWS – 760
Total Units - 4584
Villas - 444
Group housing – 2091
LIG & EWS – 458
Total Units - 2993
Units
Decreases
1591
12 Nos. of Block and Max.
Height
29 Blocks and
Max height - B+S+14
13 Population 22920 14965
14 Fresh Water 4500 KLD 1154KLD
15 Recycled Water 1850 KLD 1011KLD
16 Total Water Requirement 6350 KLD 2165 KLD
17 STP Capacity 6500 KLD 1400 KLD
18 Wastewater Generation 4400 KLD 1264 KLD
19 Source of Water Supply Ground water Ground water
20 DG Sets 1250 * 15 kVA 1250 * 10 kVA
21 Municipal Solid waste 12 TPD 8 TPD
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila
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Table 2: Area statement of Development Mix
Items Proposed (sqm) Permissible (sqm)
AKSHAYA PATRA (KITCHEN BUILDING)
FAR 3,130.50 (0.75) 6,286.32 (1.5)
Ground coverage 1,299.77 (26.5%) 1,676.35 (34%)
Items Proposed (sqm) Permissible (sqm)
MAIN TEMPLE AND RELATED FACILITIES
FAR 1,87,692.89 (1.44) 1,95,208.21 (1.5)
Ground coverage 34,578.50 (26.6) 52,055.52 (40%)
Temple Height 332 m
Items Proposed (sqm) Permissible (sqm)
RESIDENTIAL (GROUP HOUSING + VILLAS + DONOR ASHRAM)
FAR 2,55,536.26 (@1.06) 3,60,479.64 (@1.5)
Ground coverage 51,307.83 (21.3%) 96,127.90 (40%)
Units planned for Housing Project Villas-444, Group housing –
2,091, LIG & EWS – 458
Total Permanent Population Plotted development – 2,220
Group housing – 10,455 LIG & EWS – 2,290
SOFT AND HARD GREEN AREA DETAILS:
Plot Area 440,764.05 sq m
Ground Coverage 87,186.100 sq m
Open area 357583.9 sq m
Landscape/ Green area Provided 1,68,231.9 sqm (35% of plot area)
Soft Green 68334.80
Hard Green 999897.1
Nos. of Trees required Total Open Area/80sqm = 4419nos.
Provided Trees 6536nos
i) Development Mix
The development mix of the entire project is given in Table 1. The same is also shown in Figure 6.
The detail of group housing and plotted development has been given in Table 3 and 4
respectively.
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila
Theme Park and Group Housing at Vrindavan, Mathura
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Fig. 6: Development mix of the project
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila
Theme Park and Group Housing at Vrindavan, Mathura
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Fig. 7: Pie chart showing development mix of the project
1.3 What are the likely impacts of the proposed activity on the existing facilities
adjacent to the proposed site? (Such as open spaces, community facilities details of
the existing landuse disturbance to the local ecology).
There will not be any significant impacts of the proposed activity on the existing facilities
adjacent to the proposed site, as the MVDA has provided all the facilities such as
connectivity roads, open space etc. keeping in view the land use as per Master Plan.
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).
There will not be any significant land disturbance resulting in erosion, subsidence or
instability. The area is fairly plain and subsoil strata are alluviums deposited by water
courses, geologically the litho log sections show dominant of sand percentage. The
proposed project site is falling under Zone IV as per Indian Seismic Zoning Plan.
1.5 Will the proposal involve alteration of natural drainage systems? (Give details on a
contour map showing the natural drainage near the proposed project site).
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There will be no alteration of natural Drainage System. The area is fairly plain and MVDA
has already constructed a system of drains.
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.).
A very little cutting or filling will be required as the site is fairly plain and devoid of any
water body or low laying area.
Construction of basements and foundations will require excavation of earth material. Top
soil (fertile) will be stored separately and reutilized for landscaping, green turfing and
horticultural development. 100% of total excavated earth will be reutilized into backfilling,
leveling and road construction. Figure 8 illustrates the management strategy of the
excavated soil for the proposed project.
Fig. 8: Management strategy of the excavated soil
1.7 Give details regarding water supply, waste handling etc during the construction
period.
Water requirement during construction phase will vary depending upon construction
activities and will be met by bore-wells at the site. In the area around the proposed site,
rich aquifers are present in the area. The requirement of construction water will not put
sudden pressure on the available Groundwater of the area. Gradually, water will be
recharged during rains and percolation of water.
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Theme Park and Group Housing at Vrindavan, Mathura
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Solid waste generated during the construction phase shall be properly collected and
segregated as plastic; paper, metal and other shall be disposed off as per the standard
practice.
1.8 Will the low-lying areas & wetlands get altered? (Provide details of how low lying
and wetlands are getting modified from the proposed activity).
There is no low-lying area & wetlands on the project area.
1.9 Whether construction debris & waste during construction cause health hazard?
(Give quantities of various types of wastes generated during construction including
the construction labour and the means of disposal)
Wastes which will be generated during the construction phase include the following:
Excavated Materials From Earthworks & Foundation etc:
Construction of Basement will require excavation of earth material. The top soil (fertile) will
be stored separately and reutilized for landscaping, green turfing and horticultural
development. The sub-soil layers will be reutilized into backfilling, leveling and road
construction.
Construction waste (e.g. wood, packing material, scrap metal, concrete and empty
cement bags):
Wood - It would be reutilized in construction of sitting areas in the parks.
Packing material - The packing material from the project site will be used in composting.
Scrap metal - It would be given away to authorized recycler.
Concrete - Concrete will be reutilized in construction of amenities for the parks and will be
kept over the empty cement bags covering the excavated earth thereby preventing the
displacement of bags.
Empty cement bags - The excavated earth materials will be covered by empty cement
bags that will prevent the soil from being blown away with air.
Hazardous wastes generated by servicing of DG sets and waste paints (e.g. vehicle
and plant maintenance/servicing):
The hazardous wastes would be handover to authorized recycler.
Municipal wastes generated by site workers:
This will be stored in bins and used in composting. Municipal wastes comprise of food
wastes, packaging and waste paper. Generation rate of solid waste from labour camps will
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila
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vary from place to place due to habits and living condition. Approximately 0.15
Kg/capita/day of municipal waste may be expected during construction phase. The
domestic waste water generated from construction camps shall be disposed off through
septic tank/soak pit. Some amount of debris, cuttings and construction materials may be
observed at construction site. However the quantity of their waste materials would be very
small and limited up to the construction site only. Contamination by these wastes would be
negligible and would be collected time to time during construction phase. The impact on
soil during construction phase will be marginal and reversible in nature.
2. WATER ENVIRONMENT
2.1 Give the total quantity of water requirement for the proposed project with the
breakup of requirements for various uses. How will the water requirement met?
State the sources & quantities and furnish a water balance statement.
Fresh water requirement will be met through ground water and will be 3,656 KLD for
domestic, commercial and public use.
Table 7: WATER DEMAND OF THE PROJECT
S. No. Description unit/ Area
(in m2) Occupancy
Rate of water
demand (lpcd)
Total Water Requirement
(KLD)
1.
Residential
Villas 444 2220
86 LPCD
191
Group housing 2091 10455 900
LIG/EWS 458 2290 197
2. Staff (residential) 5% of total population
850
45 LPCD
38
3. Visitors
(residential) 10%of total population
1500
15 LPCD
23
4. Visitors
(temple and Prasadam hall)
- 3100^
15 LPCD
47
5. Staff (temple and Prasadam hall)
- 500
45 LPCD
23
6. Akshaya Patra - 1,50,000 1LPCD* 150
7. School - - - 10
Domestic water (A) 1579
Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila
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8. Horticulture and
Landscape development
1,68231.9
sqm
2.5 lt/sqm/da
y 447
9. Cooling water for
generator sets (1250*10)
kVA
0.9 l/KVA/Hr
90
Non-domestic water (B) 537
10. Fire fighting (C) 48
Total Water Requirement (A+B+C) 2164 * Based on data given on pg 65 of Construction manual
The water requirement for the proposed project will be 2164 KLD, and the fresh water
requirement is 1154 KLD which will be met from ground water. 1264 KLD waste water will be
generated from the project which will be treated in STP (1400KLD) and recycled within premises
for flushing, horticulture, DG sets cooling, fire fighting and other low end uses. The surplus
quantity will be discharged into the nearby municipal sewer line; necessary permission would be
taken from the concerned authority before discharge of the same.
Fig. 9: WATER BALANCE FOR THE PROJECT.
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Theme Park and Group Housing at Vrindavan, Mathura
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Quality Standards of Water Supply
The objective of Water Works Management is to ensure that the water supplied is free from
pathogenic organisms, clear, palatable and free from undesirable taste and odour, of reasonable
temperature, neither corrosive nor scale forming and free from minerals which could produce
undesirable physiological effects. The establishment of minimum standards of quality for public
water supply is of fundamental importance in achieving this objective. The physical and chemical
quality of drinking water shall be in accordance with the recommended guidelines. Parameters for
analysis of water quality were selected based on the utility of the particular source of water as per
MoEF guidance. Hence quality of ground water was compared with IS: 10500 for drinking
purposes and surface water quality were compared with CPCB Water Quality Criteria against A,
B, C, D & E classes of water.
Water Supply
Underground tanks shall be provided in the proposed project for domestic and firefighting
purposes. The water shall be distributed through gravity system from the respective overhead
tanks. Network of distribution system is planned on the basis of closed loops, so that a specific
pocket gets water from minimum two points. In case one point is under repair, the entire
distribution system will not be affected. The water will be boosted from central underground
storage tank to overhead tanks over building roofs by hydro-pneumatic pumps. By using hydro-
pneumatic pump set of variable drive, the same set of pumps will be used for a group of buildings
by single supply feeder.
Fig. 10: A Schematic of the Sewage Treatment Plant
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2.2 What is the capacity (dependable flow or yield) of the proposed source of water?
Utilization of ground water for the operation of the group housing will be very scientific and
systematic. The anticipated tube wells, required to trap the groundwater fulfilling the water
demand, is considered having a yield of 500 LPM. Each tube well will have separate
pumping plant and 25 m of head requirement is taken for underground storage and 60 m
head for OHT.
For watering in green areas like gardens, parks, green landscape etc, it is proposed to use
recycled water collected from STP so that water would be conserved.
Therefore, the sources of water identified for water supply system are:
1. Ground Water
2. Recycling of treated effluent from STP
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).
The supply is through tube wells, the quality of water is drinkable as per norms. The
ground water quality monitoring is in progress. Water Treatment plan for portable water
will be provided as per requirement.
2.4 How much of the water requirement can be met from the recycling of treated
wastewater?
The total anticipated sewage to be generated from the group housing is 1264 KLD
(approx.) and 80 % of the sewage (1011KLD) will be available for recycling. Hence the
treated sewage will be utilized for the above said purpose and the remaining quantity will
be used for flushing and similar requirements.
2.5 Will there be diversion of water from other users? (Please assess the impacts of the
project on other existing uses and quantities of consumption).
There is no diversion of water from other users.
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Theme Park and Group Housing at Vrindavan, Mathura
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2.6 What is the incremental pollution load from wastewater generated from the
proposed activity? (Give details of the quantities and composition of wastewater
generated from the proposed activity).
Waste water generated is 1264 KLD which will be treated in the STP of 1400 KLD
(designed at 20% higher capacity). Treated water will be recycled for various uses
including flushing, horticulture, DG sets cooling, fire fighting and other low end uses. The
surplus quantity will be discharged in the nearby municipal sewer line; necessary
permission will be taken from the concerned authority for the same.
2.7 Give details of the water requirements met from water harvesting? Furnish details of
the facilities created.
The rainwater will be collected through piped drains and conveyed into rainwater
harvesting system. All storm water drains would be designed for adequate size and slope
such that there shall not be any flooding in the site. It shall be ensured that no wastewater
shall enter into storm water drainage system.
Water harvesting pits have been proposed for augmentation of ground water. The
rainwater collected from the rooftop will be conveyed into the rainwater harvesting system
consisting of desilting-cum-filter chamber, oil and grease separators and bore wells for
recharge into the groundwater. RWH will be initially done only from the roof top. Runoff
from green and other open areas will be done only after permission from CGWB. No
demand will be met from the process.
Analysis of the observed data on intensity duration of rainfall of past records over a period
of years in the area is necessary to arrive at a fair estimate of intensity-duration for given
frequencies. The longer the record available, the more dependable is the forecast. In
Indian conditions, intensity of rainfall adopted in design is usually in the range of 15 mm/hr
to 30 mm/hr. The intensity of precipitation for design of drainage scheme has been taken
30 mm/hr.
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Table 9: Storm water calculation
Peak Run off
Max, Rainfall Intensity 30 mm/hr
Location Runoff
Coefficient Area m2
Rainfall intensity Peak Run
off in m3/hr (in m)
Roof Area 0.8 87,186.10 0.03 2092.14
Paved area 0.6 1,33,431.0 0.03 2401.75
Green Area 0.2 1,68,231.9 0.03 1009.39
Open area 0.25 51915.05 0.03 389.36
Total Runoff m3/hr 5892.64
Total Runoff Potential =5892.64m3/hr
Taking 15 minutes Retention Time, total volume of storm water = 5892.64/4 = 1473.16m3
Taking the effective diameter and depth of a recharge pit be 5 m and 2 m respectively:
Volume of a single Recharge pit (b) = π r2h = 3.14 x 2.5 x 2.5 x 2 = 39.25 m3
Hence No. of pits required = 1473/39.25 = 38 pits
Provided Pits: 38 Pits
Desilting tank shall be 3 x 2 x 1.5 m.
Recharge Pit: dia = 5 m and depth = 2 m
A pond is to be constructed that would also aid groundwater recharge.
2.8 What would be the impact of the land use changes occurring due to the proposed
project on the runoff characteristics (quantitative as well as qualitative) of the area
in the post construction phase on a long-term basis? Would it aggravate the
problems of flooding or water logging in any way?
There is no landscape change planned. The project will not aggravate the problem of flood
or water logging in any way as the land is plain.
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).
Construction Phase: No hazardous chemical and material will be used in the
development and construction phase of a project. Debris and wastes generated during this
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phase will be collected and disposed suitably. Therefore, possibility of contamination of
ground water will be negligible. Hence, no impact is anticipated on the ground water
quality during the construction phase.
Operation Phase:
Fresh water shall be obtained through ground water. However, the same will be
augmented further as rainwater harvesting is proposed.
The rain water collected from roof top will be sent for ground water recharging through
38 nos. of RWH pits. 5892.64 m3/hr of water is available for ground water recharge
which will be recharged through RWH pits. A major part of the area is under green or
open land which will percolate naturally and augment the ground water. Therefore, most
of the rain water will be directly infiltrated through these open/green areas. Hence no
adverse impacts are envisaged due to the project on the ground water quality and the
level. Maximum recharging of the underground aquifer will be done.
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).
Surface water quality may be affected with the discharge of the runoff from the project site.
The impact to the surface water bodies could arise from the increased soil erosion from
excavated site only came to increase in the suspended particles and turbidity of runoff
water from the site. However, this impact will be temporary in nature and would be
observed in first rain only, and as soon as the rain is over, excavated soil at site would be
stabilized therefore the surface water quality during rains will be impacted marginally for
very short duration. No runoff will be disposed outside the project boundary.
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).
Since the existing topography is congenial to surface disposal, a network of storm water
pipe drains has been planned adjacent to roads. All building roof water will be brought
down through drain water pipes. Proposed storm water system consists of pipe drains,
catch basins and seepage pits at regular intervals for rain water harvestings for ground
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water recharging. The average rainfall of 30 mm/hr shall be considered for designing the
storm water drainage system.
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).
Sewerage and solid waste will be generated from temporary labour camps on site, which
will be temporary in nature during the initial construction phase. Wash bins should be
placed near the camps solid waste collection; the camps solid waste will be properly
disposed at the designated landfill site. The sewerage will be disposed through septic tank
or municipal sewer. Therefore during, construction their will not be any unsanitary
conditions around the project area.
2.13 What on-site facilities are provided for the collection, treatment & safe disposal of
sewage? (Give details of the quantities of wastewater generation, treatment
capacities with technology & facilities for recycling and disposal).
Sanitary sewage is mostly the spent water of the community draining into the sewer
system with some ground water and a fraction of storm run-off from the area, draining into
it. The sewers should be capable of receiving the maximum discharge expected at the end
of design period.
Since it is both difficult and uneconomical to augment the capacity of the system at a later
date, sewers are usually designed for the maximum expected discharge to meet the
requirement of the ultimate development of the area. A design period of 30 years for all
types of sewers is usually considered.
Sewage Collection & Treatment
An external sewage network shall collect the sewage from all the units, and flow by gravity
to the proposed sewage treatment plant. Following are the advantages of providing STP in
the proposed project:
1. Reduced daily net water requirements, source for horticulture purposes by utilization of
the treated waste water.
2. Reduced dependence on the public utilities for water supply and sewerage systems.
3. Sludge generated from the STP shall be rich in organic content and an excellent
fertilizer for horticultural purposes.
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The proposed sewage treatment plant would work on the FAB technology. The treatment
process consists of the following stages:
1. Equalization
2. Bio-degradation
3. Clarification & Settling
4. Filtration
The technology is based on attached growth aerobic treatment followed by clarification by
a tube settler. Lime will be dosed in for suppression of foaming tendencies. The clarified
water will be filtered in a pressure sand filter after dosing of coagulant (alum) for removal
of unsettled suspended impurities. This filtered water from ACF is then chlorinated and
stored in the flushing tank.
The attached growth fluidized aerobic bed reactor (FAB) process combines the biological
processes of attached and suspended growth. It combines submerged fixed film with
extended aeration for treatment of the waste water.
The waste water after screening is collected in an equalization tank. The equalization tank
is required for preventing surges in flow and facilitating equalization of characteristics over
the entire quantity of effluent in a given time. A provision for pre-aeration is made in the
equalization tank in order to ensure mixing and to prevent the sewage from going septic.
The equalized sewage is pumped into the FAB reactor for biological processing. The water
enters the bottom of the reactor and flows up through the fixed film media that grossly
enhances the hydraulic retention time and provides a large surface area for growth of
biological microbes. The FAB reactor is aerated by fine pore sub-surface diffusers that
provide the oxygen for organic removal. The synthetic media floats on the water and the
air agitation ensures good water to microorganism contact.
The FAB treatment is an attached growth type biological treatment process where in, the
majority of biological activity takes place on the surface of the PVC media. Continuous
aeration ensures aerobic activity on the surface of the media. Micro-organisms attach
themselves on the media and grow into dense films of a viscous jelly like nature. Waste
water passes over the film with dissolved organics passing into the bio-film due to
concentration gradients within the film. Suspended particles and colloids may get retained
on this sticky surface where they are decomposed into soluble particles. Oxygen from the
aeration process in the waste water provides oxygen for the aerobic reactions at the bio-
film surface. Waste products from the metabolic processes diffuse outward and get carried
away by the waste water or air currents through the voids of the media.
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The aerated effluent passes into a tube deck settler for clarification. The theory of gravity
tube settler system is that the carrier fluid maintains laminar flow in the settling media at
specified maximum viscosity. These two parameters of a carrier fluid, flowing through a
hydraulic configuration, will determine the velocity gradients of the flow, the height of
boundary layer at the inclined surface and the residence time within the media.
The carrier fluid must be viscous Newtonian, exhibiting a Reynolds number of less than
1000 and preferably, a number under 400. The laminar flow, through the inclined tubes,
will produce velocity gradients sufficiently large to form an adequate boundary layer,
where the velocity of suspended solids to separate from the viscous carrier fluid. Under
gravitational forces, the will settle to the hydraulic surface of the tube and subsequently
from the clarifier media.
Since the tubes are inclined at 60 degrees, solids settled on the tubes are continually
discharged down. This downward rolling action increases particle contact and hence
further agglomeration, which increases the sludge settle ability. Studies show that these
agglomerated sludge particles can have a settling rate in excess of ten times the settling
rate of the individual floc particles in the influent. These heavy agglomerated masses
quickly slide down the 60 degree inclined tube and settle at the bottom of the tank.
At the bottom of the Tube deck, where the sludge leaves the Tube surface, the larger
agglomerated sludge particles captures smaller particles in the upcoming stream. This
solid contact phenomenon enhances the capture efficiency. The components of the
proposed STP are stated as under:
1. Bar Screen
2. Oil and Grease trapping unit
3. Equalization tank
4. FAB tank
5. Settling Unit
6. Chlorine Contact tank
7. Sludge holding unit
8. Treated water storage facility
Sewer System
The alignment and slope of the sewer line will follow the road network, drains or natural
ground surface and will be connected to the truck sewers. The discharge point will be a
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treatment plant, a pumping station, a water course or an intercepting sewer. Pumping
stations would be provided at places where natural slope of the terrain is insufficient to
permit gravity flow or the cost of excavation is uneconomical to do the same.
The soil and waste from toilets & kitchen will be collected in Gully Traps & Manholes in
single network of S.W./R.C.C. pipes laid underground having Manholes/Inspection
chambers at appropriate intervals and shall be discharged into proposed STP for recycling
of treated waste water within premises for different uses like flushing, horticulture, cooling
towers, DG set cooling and other low end uses. Table 10 illustrates the estimated raw
effluent characteristics.
Table 10: Estimated characteristics of treated and raw sewage
Parameter Raw Sewage
(Influent)
Treated Sewage (After Secondary
Treatment)
Treated Sewage (After Tertiary
Treatment)
pH 7.5 – 8.5 6.5- 8.5 6- 8
BOD3 at 270C (mg/l) 250 - 350 < 30 < 5
COD (mg/l) 400 - 500 < 100 < 10
Suspended solids (mg/l) 250 - 450 < 100 < 5
Oil and Grease (mg/l) 30 < 10 < 1
The surplus quantity will be discharged into the nearby municipal sewer line; necessary
permission will be taken from the concerned authority for the same. The STP capacity has been
designed at 20% higher capacity for future use. Thus the STP capacity will be 1400 KLD. Total
waste water generated is approximately 1264 KLD and the STP sludge shall be used as manure
for horticulture.
2.14 Give details of dual plumbing system if treated waste used is used for flushing of
toilets or any other use.
Dual plumbing shall be used for recycled water using different color pipes.
3. VEGETATION
3.1 Is there any threat of the project to the biodiversity? (Give a description of the local
ecosystem with its unique features, if any).
There is no threat to local bio diversity.
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3.2 Will the construction involve extensive clearing or modification of vegetation?
(Provide a detailed account of the trees & vegetation affected by the project).
There is no significant vegetation, except some ground cover within the site.
3.3 What are the measures proposed to be taken to minimize the likely impacts on
important site features (Give details of proposal for tree plantation, landscaping,
creation of water bodies etc along with a layout plan to an appropriate scale).
A combination of evergreen and ornamental flowering trees, palms, shrubs and ground
covers will be planted along the sides of the roads and in open spaces & set back area
within the complex.
Landscaping is an important element in altering the microclimate of a place. Proper
landscaping reduces direct sun from striking the buildings and heating up building
surfaces, prevents reflected light carrying heat into a building from the ground or surface,
creates different airflow patterns and can be used to direct or divert the wind
advantageously by causing a pressure difference. Shade created by trees and the effects
of grass and shrubs reduce air temperature adjoining the building and provide evaporative
cooling. A study shows that the ambient air under a tree is 2 to 2.5 0C lower than that for
adjacent non-shaded areas.
Parks & Avenue Plantation
Ornamental trees with spreading branches, shade giving with colorful flowers for visitors to
relax and suitable patches of lawns shall be provided. The following trees are proposed to
be planted in the proposed project:
Trees with colonial canopy with attractive flowering.
Trees with branching at 10 feet and above.
Trees with medium spreading branches to avoid obstruction to the traffic, fruit trees
to be avoided because children may obstruct traffic and general movement of
public.
The selection of plant species for the development depends on various factors such as
climate, elevation and soil. The list of plant species, which can be suitably planted, and
having significant importance are provided in Table 11.
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Table 11: List of plant species to be planted in the green area
S. No. Scientific Name Standard
Name
Time when
Flowering/Fruiting Occurs
1 Ailanthus excelsa Maharuk January- March
2 Albizia labbeck Sirish January- March
3 Alibizia procera Safed Sirish January- March
4 Alstonia scholaris Chitwan January- April
5 Anthocephalus cadamba Kadamb August-October
6 Azadirachta indica Neem June-July
7 Bauhinia variegate Kanchan May-June
8 Butea monosperma Palash February-April
9 Cassia Fistula Amaltas March-June
4. FAUNA
4.1 Is there likely to be any displacement of fauna- both terrestrial and aquatic or
creation of barriers for their movement? Provide the details.
There is no displacement of fauna or creation of barriers for their movement.
4.2 Any direct or indirect impacts on the avifauna of the area? Provide details.
There is no impact on the avifauna of the area. Due to the provision of extensive green area on
the project site it is expected that site will attract small fauna.
4.3 Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts
on fauna.
As there is no displacement of fauna, no mitigation measures are required and provided.
5. AIR ENVIRONMENT
5.1 Will the project increase atmospheric concentration of gases & result in heat
islands? (Give details of background air quality levels with predicted values based
on dispersion models taking into account the increased traffic generation as a
result of the proposed constructions).
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Increased traffic generation due to project is not going to cause significant increase in
atmospheric concentration of gases and will not result in heat island formation. The minor
impacts of emissions from traffic will be neutralized by developing a thick green belt along
the periphery and internal road side.
During construction phase, fugitive dust emissions will be the main pollutants associated
within on-site roads (paved and unpaved), stockpiles, material handling, excavation of
channels and foundations. It may be noted that these emissions would be in the form of
coarse particulate matter and will be settled down ultimately in the closed vicinity of
construction site. Therefore, no significant impact is anticipated due to dust emission
during development and construction phase.
Regular water sprinkling will be done and construction material will be transferred in trucks
covered with tarpaulin.
The other source of pollution during operational phase will be emissions from DG sets.
Adequate height of stacks will be provided to the DG sets as per guidelines of MoEF (as
per the Gazette of India Part II, Section 3, Sub-section (I) No. 318, dated July 11,
2002, is given below, refer table no. 4.3) to facilitate the dispersion of flue gases into the
atmosphere.
Table 12(a): D.G. set stack height rule, as per MoEF
Table 12(b): D.G. set stack height (provided)
Capacity of DG set Stack Height
1250 KVA
(10 NOS.) 7 m + height of the building
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.
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During operation phase, DG sets operated for back-up power supply are identified as the
only major sources of gaseous and particulate emission. SO2 emissions are expected due
to fuel combustion in generator sets. During the construction stage of the project, there
remain chances for generation of dust, which will be controlled by sprinkling of water,
covering building materials by tarpaulin, covering the structure with Hessian clothes etc.
No hazardous gases will be generated during the construction stage of the project. Most of
the concrete to be used at site, will be ready mix concrete procured from nearby factories.
5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of
the present level of transport infrastructure and measures proposed for
improvement including the traffic management at the entry & exit to the project site.
The project complex will have bell shaped entry from 15 m wide road. All the internal roads
would be 12 m wide. The entry/exit point has been marked on the layout plan. The project
site is well connected to network of roads leading from various parts of the city.
Adequate provision has already been kept for car/vehicles parking at the proposed project.
Vehicle parking will be both in the basement and in open within the premises.
Table 13(a): Calculation for parking required
Project Parking Summary
S. No. Description Required parking Proposed parking
1 Main temple 4293 4296
2. Group Housing/Apartment 2041 2112
TOTAL 633 4 6408
Table 13(b): Calculation for parking provided
MAIN TEMPLE
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GROUP HOUSING
Note: Parking calculation has been done on the basis of standards provided by the State
Byelaws.
5.4 Provide details of the movement patterns with internal roads, bicycle tracks,
pedestrian pathways, footpaths etc., with areas under each category.
The site layout plan is enclosed.
5.5 Will there be significant increase in traffic noise & vibrations? Give details of the
sources and the measures proposed for mitigation of the above.
During the construction phase, some noise will be generated through the operation of
construction machines, excavators, DG set, etc. Following measures should be taken; into
consideration to mitigate the noise at construction site:
Efforts shall be made to the extent feasible not to use such excavation/ construction
machines, which generate noise levels much more than 85 dB (A),
Silencers shall be fitted on construction machines and DG set,
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Acoustic enclosures should provide to DG set at the construction site,
Earmuff and other protecting devices shall be provided to labour working with high
noise generation machines.
During post construction phase, adverse impacts of noise will be mitigated by adopting
following measures.
DG set will be provided with the acoustic enclosures.
Use of horn should be discouraged in the internal roads of the proposed project.
Green belt/plantation along the internal roads will also work as noise harriers.
5.6 What will be the impact of DG sets & other equipment on noise levels & vibration in
& ambient air quality around the project site? Provide details.
Impacts on Air Quality due to DG Sets:
Impacts on ambient air during operation phase would be due to emissions from the stacks
attached to stand by DG sets only during grid power failure.
Mitigation Measures
Back up DG sets will comply with the applicable emission norm.
Adequate stack height for DG sets will be provided as per norms.
Back up DG sets will be used only during power failure.
Monitoring of emissions from DG sets and ambient air quality will be carried out as per
norm.
6. AESTHETICS
6.1 Will the proposed constructions in any way result in the obstruction of a view,
scenic amenity or landscapes? Are these considerations taken into account by the
proponents?
The architecture of the proposed project will be in accordance with the architecture of the
commercial buildings in the area. The project will have world-class ambience and state of
are infrastructures.
6.2 Will there be any adverse impacts from new constructions on the existing
structures? What are the considerations taken into account?
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Various activities from the proposed project scheme are likely to have some impacts on
the environmental constituents during its construction as well as functional phase. The
impact assessment matrix given in Table: 4.5 reveals the impact associated with each
activity of the project on various environmental parameters during construction and
function phase respectively.
6.3 Whether there are any local considerations of urban form & urban design
influencing the design criteria? They may be explicitly spelt out.
The architectural design of the project is in accordance with the guidelines of Mathura
Vrindavan Development Authority.
6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if
any other significant features in the vicinity of the proposed site have been
considered.
No.
7. SOCIO-ECONOMIC ASPECTS
7.1 Will the proposal result in any changes to the demographic structure of local
population? Provide the details.
As most of the workers/ staff in construction as well as operation stages will be from the
local villages, no significant change in the local demographic structure is envisaged for the
project.
7.2 Give details of the existing social infrastructure around the proposed project.
The area is earmarked for Ashram/Math and group housing. The 10 km radius around the
project has been studied and the socio-economic details are given below.
Table 15: Demographic details of study area
Description Total Percentage
No of Households 84322
Total Population 529988 100.0
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Male Population 287202 54.19
Female Population 242786 45.81
Schedule Castes 94382 17.81
Schedule tribes 32 0.01
Total Literate 295224 55.70
Female Literate 110740 45.61
Male Literate 184484 64.23
Table 16: Summary of employment and occupation in study area
Description Total Percentage
Total workers 156078 100
Main workers 128044 24.16
Marginal workers 28034 5.29
Non workers 373910 70.55
Break up of main workers
Cultivators 19130 14.94
Agricultural laborers 5101 3.98
Household industries 6773 5.29
Other workers 97040 75.79
Break up of marginal workers
Cultivators 5278 18.83
Agricultural labour 4699 16.76
Household industries 2751 9.81
Other workers 15306 54.60
A summary of the amenities available in the individual villages is as follows:
Educational facilities in the rural villages of the study area comprise of 85 primary, 18
middle, 9 secondary and 7 senior secondary schools, 7 adult literacy centers, 2 graduate
colleges, 2 Industrial schools, 2 training schools and 1 other institutions.
There are 3 allopathic hospitals, 1 ayurvedic hospital, 7 ayurvedic dispensaries, 10
allopathic dispensaries, 2 homeopathic hospital, 8 maternity and child welfare centers, 4
maternity homes, 6 child welfare centers, 2 health centers, 3 primary health centers, 3
family welfare centers, 43 registered private medical practitioners, 3 subsidized medical
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practitioners and 35 community health workers exists as per census 2001 records within
the study area.
There are 39 tap water, 53 wells water, 21 tank water, 32 tube wells water and 64 hand
pumps for water supply within the study area.
Census data for power supply shows that 33 villages have power supply for domestic
purpose, 48 villages have power for agriculture purpose, 60 villages have power for other
purposes, and 98 have power for all purposes. Census data for post and telegraphic
amenities in the villages shows that there are 14 post offices and 180 telephones.
There are 68 pucca roads approaching to villages and 24 mud roads in the rural villages of
the study area. 17 areas are accessible by footpath. The communication of the study area
is through 9 bus stops and 1 railway station.
7.3 Will the project cause adverse effects on local communities, disturbance to sacred
sites or other cultural values? What are the safeguards proposed?
The project will provide employment to people from all walks of life: Construction,
Construction related materials, Engineering, Medicine, Landscapists, Animal Husbandry,
Hospitality, Facility Management, Education, Artisans, Information Technology,
Administration etc. The project is expected to provide employment to approximately 2000
people across the above vocations. It is expected that the number of tourists visiting
Vrindavan will increase because of the attractions and experience this spiritual township
will offer. This in turn will result in increased customers for businesses within not only
Vrindavan but entire Braj. More importantly because of increased visitors and pilgrims,
important temples of Vrindavan will get higher patron ship because of which the upkeep
and maintenance of Vrindavan‟s spiritual heritage can improve.
Since considerable units are planned, the residents of township themselves will be
consuming considerable goods and services locally and therefore will contribute
significantly to the economy of the local community. Inside the spiritual township, we have
a huge state of the art kitchen facility to prepare and supply Free, Hot, Ready to serve,
nutritious mid day meals to children in the surrounding schools. Because of this project
more and more children will get served. We have proved all over Indian that more children
enroll and attend school because they get Akshaya Patra Mid day meals. We also intend
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to build and run a school for under privileged children that will give them access to good
education and therefore give them a chance for living more options of livelihood. Another
important aspect of this project is that unlike other developments, the Integrate Spiritual
Township has plans to create acres of green area within the premises. This will make a
significant contribution to add to the ecosystem of Vrindavan.
However most importantly, the Township with its Krishna Leela theme park and Grand
Temple will service to spread the Glories of Lord Krishna and His Pastimes in the whole
world, in process glorifying the importance of Vrindavan and whole of Braj in the whole
world.
8. BUILDING MATERIALS
8.1 May involve the use of building materials with high-embodied energy. Are the
construction materials produced with energy efficient processes? (Give details of
energy conservation measures in the selection of building materials and their
energy efficiency).
The major materials required for construction of the proposed project will be steel, cement,
bricks, metal, flooring tiles/stones, sanitary and hardware items, electrical fittings, water, etc.
Conventional construction material will be used outsourced from authorized
vendors/sellers.
All items to be used in the proposed 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.
Low embodied energy material like ready mix concrete, fly ash bricks will be used in
construction.
8.2 Transport and handling of materials during construction may result in pollution,
noise & public nuisance. What measures are taken to minimize the impacts?
Mitigation Measures for Air Pollution (Construction Stage)
To minimize the adverse impact due to air pollution during construction, following
measures will be taken:
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Transportation of construction material will be provided with suitable covering like tarpaulin
cover.
Water sprinkling shall be done at the location where dust generation is anticipated.
Raw material handling yard will be enclosed from all sides.
To minimize the occupational health hazard, proper personal protective gears i.e. mask
shall be provided to the workers who are engaged in dust generation activity.
Mitigation measures for Noise Pollution (Construction Stage)
Administrative as well as engineering control of noise will be implemented. To prevent
occupational hazard earmuffs / earplugs shall be given to the workers working around the
operating plant and machinery emitting high noise levels. Use of such plant or machinery
shall not be allowed during night hours. Careful planning of machinery operations and
scheduling of operations shall be done to minimize such impacts.
8.3 Are recycled materials used in roads and structures? State the extent of savings
achieved?
Waste from construction like excavated earth, iron rods etc will be reused/recycled as far
as possible.
8.4 Give details of the methods of collection, segregation & disposal of the garbage
generated during the operation phases of the project.
The solid waste generated from the project will be mainly domestic in nature. The solid
waste shall be first segregated as bio-degradable and non bio-degradable separately. The
recyclable inorganic waste will be sold to registered buyers. The bio-degradable wastes will
be transferred into a designated collection point for disposal by municipal authority/hired
agency.
Table 17: Waste produced from the building and construction industry
S. No. Description Percent by Weight
1 Vegetables, Leaves 40.15
2 Grass 3.80
3 Paper 0.81
4 Plastic 0.62
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5 Glass/Ceramics 0.44
6 Metal 0.64
7 Stones/Ashes 41.81
8 Miscellaneous 11.73
Source: Manual on Norms and Standards for Environment Clearance of Large Construction Projects, Ministry of Environment and Forests
Table 18: Municipal solid waste estimation
S.
No. Particulars Population
Waste
generated(Kg/day)
1 Residential (@ 0.5 Kg/day) 14965 7482
2 Visitors (@ 0.15 Kg/day) 1500 225
3 Staff (@ 0.15 Kg/day) 750 112
Total Solid Waste Generated 7819.0
Horticulture Waste168231.9 622.4
E-Waste (0.15 Kg/C/Yr) 6.15
STP Sludge 252
Operation Phase
Nature of waste Biodegradable waste – Food, garden waste etc.
Non-biodegradable waste – Recyclable & inert waste
Method of treatment
and Disposal
Waste segregated at source and collected in colored
coded bins.
Recyclable waste will be sold to recyclers
Organic waste will be send to bio-composting site of
Nagar Nigam and inert waste will be converted into paving
blocks
Following arrangements will be made at the site for management of solid waste in accordance to
MSW Rules, 2000:
Segregation & Collection of waste:
A door to door system through garbage chute collection shall be provided for collection of
solid waste generated.
Adequate number of colored bins (green and blue - separate for bio-degradable and non
bio-degradable) will be placed.
Storage of solid waste shall be done only for 48 hours at site.
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Recyclable waste will be sold to authorized agencies.
Hazardous waste (spent oil) & e-waste will be stored at separate place and handover to
authorized dealers of CPCB.
Litter bin will also be provided in open areas like community spaces, parks & grounds etc.
Treatment of waste:
Municipal Solid Waste predominantly includes household waste (domestic waste) and
sometimes with the addition of commercial wastes collected by a municipality within a given
area. Rapid increase in volume and types of solid and hazardous waste, as a result of
continuous economic growth, urbanization and industrialization, is becoming a burgeoning
problem for national and local governments to ensure effective and sustainable management
of waste.
A. Bio-Degradable wastes:
Bio-degradable waste will be subjected to composting and the compost will be used as
manure.
Horticultural waste is proposed to be composted and will be used for gardening purposes.
The cropped grass will be spread on the green area. It will act as manure after
decomposition.
B. Recyclable wastes:
Recyclable waste like paper, plastics, and metals will be sold to the authorized recycler of the
area.
Disposal:
The proper disposal of urban waste is not only enormously necessary for the preservation and
improvement of public health but it has an immense potential for resource recovery.
Generated Solid waste shall be segregated & collected on common solid waste collection
center at site, from where it will be transported to the nearest landfill site by the hired waste
management/municipal agency for their treatment and disposal. However, the MSW
management approach will be towards zero landfill by reducing the amount of inert waste.
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Fig. 12: Waste Management Flow Diagram (Operational Phase).
E-Waste
E-Waste (Management & Handling Rule, 2011,12th May) Electronic waste, popularly
known as „e-waste‟ can be defined as waste electrical and electronic equipments whole or
in part or reject (such as CDs, floppies, keyboards, monitors, power plug, batteries, etc.)
which have become obsolete due to:
Advancement in technology
Changes in fashion, style and status
Nearing the end of their useful life
Responsibility of Consumer or Bulk Consumer
According to E-Waste (Management & Handling Rule, 2011) responsibility of consumer or
bulk consumer is given below:
Consumer or bulk consumer of electrical and electronic equipment shall ensure
that e-waste generated by them is channelized to authorized collection centers or
registered dismantlers or recyclers or is return back to the pick-up or take back
services provided by the producers.
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Bulk consumers shall maintain records of e-waste generated by them in Form-2 and
make records available to UPPCB.
The e-waste generated from the proposed project would be suitably managed through
assistance from E-parisira.
The mantra of "Reduce, Reuse, and Recycle" applies here also.
Reduce generation of e-waste through smart procurement and good maintenance.
Reuse still functioning electronic equipment by donating or selling it to someone who
can still use it.
Recycle those components that cannot be repaired. To identify organizations who
reuse or recycle electronics.
9. ENERGY CONSERVATION
9.1 Give details of the power requirements, source of supply, backup source etc. What
is the energy consumption assumed per square foot of built-up area? How have you
tried to minimize energy consumption?
The details of power requirement, source, and backup power arrangements are given
below:
Table 19: Power requirement, source and backup arrangement
Power requirement 25000 KVA
Source of power and supply
capacity
State Grid Power Supply/DG
sets
Backup power supply
arrangement 100 % back up by DG sets
Location of gen sets Sub station
9.2 What type of and capacity of, power back up to you plan to provide?
Details are given in Item 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?
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The thickness of glazing glass is 6.12.06 mm depending upon the panel size to keep the U
value within the permissible limit of 3.3 W/m2 0C as per ECBC.
9.4 What passive solar architectural features are being used in the building? Illustrate
the applications made in the proposed project.
Efforts will be taken for energy conservation using passive solar architecture wherever it is
possible.
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.
Solar lighting will be used in the open areas and solar hot water systems will be used as
feasible.
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?
Shading options wherever feasible will be used for energy saving.
9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical
systems? Provide technical details. Provide details of the transformers and motor
efficiencies, lighting intensity and air-conditioning load assumptions? Are you
using CFC and HCFC free chillers? Provide specifications.
Energy Efficient Features:
Maximum utilization of natural light.
CFL & T-5 lighting fixtures in the common areas and Truelite fluorescent lamps in
basements.
Use of solar lights partly in open areas and landscaped area.
Energy efficient HVAC systems to maintain indoor air quality.
Appropriate thermal insulation in walls and roofs to reduce heat gain and loss.
Glazing glass: to keep the U value as per ECBC.
External glazing will be below 40% of the total vertical surface as per ECBC.
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9.8 What are the likely effects of the building activity in altering the microclimates?
Provide a self-assessment on the likely impacts of the proposed construction on
creation of heat island & inversion effects?
The building will use energy efficient and environmental friendly designs that will control
formulation of heat island effect. There will be also sufficient green cover at the site to
reduce formation of heat island.
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.
The U-values of the roof, external wall and fenestration of the building will meet the
requirements as specified in the Energy
Table 20: Conservation building code (ECBC)
S. No. Component Material Used Permissible U-Value as per ECBC
(W/m2-0C)
1 Roof Concrete 0.409
2 External wall Brick 0.44
3 Fenestration Glass Facade 3.3
9.10 What precautions & safety measures are proposed against fire hazards? Furnish
details of emergency plans.
Adequate fire protection facilities will be installed including fire detectors, fire alarm and fire
fighting system to guard the building against fires. All fire protection facilities as designed
as per the latest National Building Code. The approvals in this regard have been obtained.
9.11 If you are using glass as wall material provides details and specifications including
emissivity and thermal characteristics.
Glass will not be used as wall material.
9.12 What is the rate of air infiltration into the building? Provide details of how you are
mitigating the effects of infiltration.
Adequate provisions are provided to mitigate the effects 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.
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Solar energy will be used for external lighting. No other technologies are viable in the
case. Solar water heating systems will be used for 20% of the total hot water requirement
for the hotel & kitchens as per ECBC norms.
10. ENVIRONMENT MANAGEMENT PLAN
The Environment Management Plan would consist of all mitigation measures for each item
wise activity to be undertaken during the construction, operation and the entire life cycle to
minimize adverse environmental impacts as a result of the activities of the project. It would
also delineate the environmental monitoring plan for compliance of various environmental
regulations. It will state the steps to be taken in case of emergency such as accidents at
the site including fire.
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CHAPTER 1
INTRODUCTION
1.1 Introduction
Development projects are meant to give economic benefits to the society like increase in
GDP, employment generation, foreign exchange earning etc., which mostly aimed at, are
tangible ones. Simultaneously, development of projects also causes some social and
environmental losses and gains. A sustainable project should have environmental
compatibility in addition with techno-economic feasibility.
1.2 About the City
Vrindavan, a town in the Mathura district of Uttar
Pradesh, India, is the site of a forested region,
where Krishna spent his childhood days. The town
is about 10 km away from Mathura, the city of Lord
Krishna's birthplace, near the Agra-Delhi highway.
The town hosts hundreds of temples dedicated to
the worship of Radha and Krishna and is
considered sacred by a number of religious
traditions. Govindadev temple, Gopinath temple
and Ranganath Mandir are the most prominent and popular places in the town.
1.3 The Company
M/s Hare Krishna Movement, Vrindavan conceptualized “Sri Radha Vrindavan Chandra
Mandir, Krishna Lila Theme Park and Group Housing” to set up a township with a grand
temple of Krishna as the center. The grand temple shall be of monumental proportions and
iconic architecture that harmoniously fuses essentials of Indian temple architecture and
elements of modern architecture. The temple has a huge footprint and rises to a height of
about 332 meters. The temple is planned to be vibrant with festivals and religious activities
all through the year.
Around this magnificent temple is a sprawling recreated Vrindavan forest. Designed by the
world‟s best landscape architects, it will be made of the twelve verdant forests as described
in the Srimad Bhagavatam (dvadasha kanana) with varieties of vegetation, green pastures,
fruit bearing trees, flower laden creepers, clear water lakes and water falls from small
hillocks – all created to transport the visitors to Krishna‟s times in Vrindavan.
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1.4 Objectives of the study
The objectives of the study are as follows:
To describe the proposed project and associated work together with the requirements
for carrying out proposed development.
To identify and describe the elements of the community and environment likely to be
affected by the proposed developments.
To establish the baseline environmental and social scenario of the project site and its
surroundings based on the secondary data available from different sources.
To identify and quantify emission sources and determine the significance of impacts on
sensitive receptors.
To identify, predict and evaluate environmental and social impacts expected to rise
during the construction and usage of the project in relation to the sensitive receptors.
To develop an Environmental Management Plan that identifies the negative impacts
and develops mitigation measures so as to minimize pollution, environmental
disturbance and nuisance during construction and operations of the development.
To design and specify the monitoring and audit requirements necessary to ensure the
implementation and the effectiveness of the mitigation measures adopted.
1.5 Necessity and Benefits of Project
Since last decades in India, cities are growing at a rapid pace and Mathura is no exception.
Vast populations from small towns are coming to this area especially for religious purposes.
The needs of the city are anticipated in the belief that infrastructure must precede
development.
1.6 List of applicable Acts/Rules/Directives/Standards
Table 1.1: Summary of Environmental Legislation for proposed project
Legislation Areas / Activities Covered
Environment (Protection) Act, 1986
with Rules.
Overall Environment Protection Compliance to environmental (Air, Water, Noise)
Standards issued under EPR
EIA Notification, 1994, 2006 and
2009
Prepare EIA / EMP report Obtain Environmental Clearance from MoEF/SEIAA
Air (Prevention and Control of
Pollution) Act, 1981 with Rules.
Protection of Air Quality Consent to Establish (NOC) for establishing and
Consent to Operate (CTO) for activities causing air pollution from Power gensets from SPCB
Compliance to National Ambient Air Quality Standard
Water (Prevention and Control of
Pollution) Act, 1974 with Rules.
Protection of Water Quality Discharge of sewage Obtaining Consent to Establish for establishing and
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Legislation Areas / Activities Covered
Consent to Operate for activities causing water pollution from SPCB
Water Cess Act, 1977 Paying Water Cess to Local Body for sourcing of domestic water
Noise Pollution (Regulation and
Control) Rules, 2000
Compliance with Ambient Noise Standards in accordance to landuse of the area
Hazardous Waste (Management
and Handling Rules, 2002 (as
amended)
Obtaining Authorization from SPCB for handling and storing of hazardous waste like waste oil and lubricants
Following guidance for handling and storing of such hazardous waste
Motor Vehicles Act with Rules Lay down restriction for vehicles not having Pollution Under Control Certificate (PUC) or proper labeling to enter premises
Petroleum Act with Rules 2000 Comply with guidance and safety measures for storage, and transportation of petroleum substances within premises
Municipal Solid Waste Rules, 2000 Management (Collection, Handling, Intermediate Storage) of domestic waste from residences
State Town Planning Acts Obtain permits and sanction for land Development of project in accordance with Landuse
and Master plans
State Groundwater Regulation Conform to restriction for drawing of groundwater Arrange for recharge through Rainwater Harvesting
Schemes (as applicable)
Siting Guidance Follow siting guidance as far as practicable Avoid sites which are environmentally sensitive
Corporate Social Responsibility,
2013
To ensure that the promoters formulate and follow a well laid corporate Environment policy so that all PP integrate environmental concerns into their day-to-day functioning, especially the compliance with the conditions of the clearances.
Each business entity should formulate a CSR policy to guide its strategic planning and provide a roadmap for its CSR initiatives
2% of total project benefits shall be allocated for CSR activities.
e-waste (Management & Handling) Rule, 2011 (May)
Management & Handling of Electrical and Electronic Waste
State Groundwater Regulation Conform to restriction for drawing of groundwater
Arrange for recharge through Rainwater Harvesting Schemes (as applicable)
Fly ash Notification, 2007 Use of fly ash (wholly or partly) in building construction wherever it costs same or less than the clay, limestone, sand etc and is not technically infeasible, compliance of which shall be the duty of the person/ agencies undertaking construction
Building & other Construction Workers Rule 1998
To ensure the provisions under BOCW Act.
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CHAPTER - 2
PROJECT DESCRIPTION
2.1 Introduction
M/s Hare Krishna Movement, Vrindavan is conceptualizing “Sri Radha Vrindavan Chandra
Mandir, Krishna Lila Theme Park and Group Housing” at Vrindavan, Mathura, U.P.
The proposed location has Maa Vaishno Devi Dham at a distance of 1 km in south-west of
the project. Omaxe Eternity is located at 1 km in the east. Vrindavan Forest Resort at 1.5 km
and Prem Mandir & Chaitanya Vihar at distance of 3 km in the east.
Villages: Sunrakh Bangar – 1 km (N), Allhepur – 1 km (SW) and Tahra – 2 km (s).
Road & Rail Links: Bhaktivedanta Swami Marg is adjacent to the project, NH-2 (Delhi Agra)
– 2 km (west), Mathura-Vrindavan Road – 4 km (east), Yamuna Expressway – 16 km (north-
east).
Map showing location of the proposed project is given in Figure 2.1. Site and surrounding
within 30 m, 500 m and 2 km from proposed site is shown in Figure 2.2, 2.3 and 2.4
respectively. Map showing connectivity of the site has been shown in Figure 2.5.
Table 2.1: Area statement of the project
Comparative Area Statement of Hare Krishna Movement, Mathura
S.No. Items As per EC Issued (sqm)
Proposed Modification (sqm)
Remarks
1 Total Plot Area 5,27,566.0 (130.36 acres)
4,45,788.86 (110.157 acres) Area - 81761.0
sqm Sold
2 Akshaya Patra (kitchen building)
4,930.45 (1.218 acres)
3 Main temple & related facilities
1,53,104.48 (37.83 acres)
4 Residential (Group housing + villas + donor ashram)
2,82,729.13 (69.86 acres)
5 School 4006.38 (0.99 acres)
6 Floor Area Ratio (FAR) Akshaya Patra - 3130.50 sqm @0.75 Main Temple & related facilities - 187692.89 sqm @1.44 Residential - 255536.26 [email protected]
7 Ground Coverage Akshaya Patra - 1299.77 sqm (26.5%) Main Temple & related facilities - 34578.5 sqm (26.6) Residential - 51307.89 sqm
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(21.3%)
8 Built up Area for Integrated Township
5,78,317.6 4,46,359.65
9 Open area 357583.9 sqm
10 Road/paved area 133431.0 sqm (30%)
11 Landscape/Green Area 168231.9 sqm (68334.8 sqm under park/green and 99897.10 sqm under green belt )
10 Nos. of Trees (proposed) 6536 nos.
11 Units Planned Group housing – 3824 LIG & EWS – 760 Total Units - 4584
Villas - 444 Group housing – 2091 LIG & EWS – 458 Total Units - 2993
Units Decreases 1591
12 Nos. of Block and Max. Height
29 Blocks and Max height - B+S+14
13 Population 22920 14965
14 Fresh Water 4500 KLD 1154KLD
15 Recycled Water 1850 KLD 1011KLD
16 Total Water Requirement 6350 KLD 2165 KLD
17 STP Capacity 6500 KLD 1400 KLD
18 Wastewater Generation 4400 KLD 1264 KLD
19 Source of Water Supply Ground water Ground water
20 Power gensets 1250 * 15 kVA 1250 * 10 kVA
21 Municipal Solid waste 12 TPD 8 TPD
Table 2: Area statement of Development Mix
Items Proposed (sqm) Permissible (sqm)
AKSHAYA PATRA (KITCHEN BUILDING)
FAR 3,130.50 (0.75) 6,286.32 (1.5)
Ground coverage 1,299.77 (26.5%) 1,676.35 (34%)
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Items Proposed (sqm) Permissible (sqm)
MAIN TEMPLE AND RELATED FACILITIES
FAR 1,87,692.89 (1.44) 1,95,208.21 (1.5)
Ground coverage 34,578.50 (26.6) 52,055.52 (40%)
Temple Height 332 m
Items Proposed (sqm) Permissible (sqm)
RESIDENTIAL (GROUP HOUSING + VILLAS + DONOR ASHRAM)
FAR 2,55,536.26 (@1.06) 3,60,479.64 (@1.5)
Ground coverage 51,307.83 (21.3%) 96,127.90 (40%)
Units planned for Housing Project Villas-444, Group housing –
2,091, LIG & EWS – 458
Total Permanent Population Plotted development – 2,220
Group housing – 10,455 LIG & EWS – 2,290
SOFT AND HARD GREEN AREA DETAILS:
Plot Area 440,764.05 sq m
Ground Coverage 87,186.100 sq m
Open area 357583.9 sq m
Landscape/ Green area Provided 1,68,231.9 sqm (35% of plot area)
Soft Green 68334.80
Hard Green 999897.1
Nos. of Trees required Total Open Area/80sqm = 4419nos.
Provided Trees 6536nos
Table 2.3: Area statement for Group Housing
S.
No. Type Plot area No. of DU FAR per Type GC per Type
1 Bungalow
1a
Bungalow Type A
(duplex) plot size-
25mx16m
400 36 11,534.76 6,907.79
1b
Bungalow Type B1
(duplex) plot size-
18mx13m
234 20 4,339.02 2,578.56
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1c
Bungalow Type B2
(duplex) plot size-
18mx13m
234 20 4,284.50 2,589.76
1d
Bungalow Type C
(duplex) plot size-
13mx10m
130 55 7,030.87 4,242.15
Apartment
2 Apartment type No of Block No. of DU FAR per Type GC per Type
2a Type D (B+S+14) 6 336 40,418.76 3,406.68
2b Type E (B+S+14) 11 616 62,250.54 5,312.23
2c Type F (B+S+14) 4 224 15,860.32 1,260.56
2d Type F (B+S+13) 2 104 7,375.18 630.28
2e Type G (B+S+14) 6 672 31,508.22 2,552.58
2f Club and Shops
3,286.06 1,812.00
2g Sub Post office
200.00 200.00
2h Railway Reservation Counter
150.00 150.00
2j Damodar Kutir Ashram (B+G+14)
1
22,976.25 2,187.17
2k Govardhan Kutir Ashram (G+14)
1
15,132.68 1,168.42
Total FAR Achieved
2,26,347.16 34,998.18
One Floor added on tower nos. T14-F05-P2 & T15-F06-P2 to utilize incentive FAR
2 8 554.98
Total FAR including incentive FAR
( including LIG & EWS )
2,26,902.14
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Fig 2.1: Map showing location of the proposed project.
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Fig 2.2: Google map showing location of proposed site and its surrounding in the range of 30 m.
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Fig 2.3: Google map showing location of proposed site and its surrounding in the range of 500 m.
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Fig. 2.4: Google map showing location of proposed site and its surrounding in the range of 2 km.
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Fig. 2.5: Google map showing location of proposed site and its connectivity.
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2.2 Water Requirement, Source and Water Balance
A provision of 86 lpcd (liters per capita per day) for residential, 45 lpcd for staff, 15 lpcd for
visitors and 20 lpcd water requirements for Akshaya Patra shall be made. This is in
accordance with the Manual of Water Supply, Central Public Health and Environmental
Engineering Organization (CPHEEO), Ministry of Housing, Government of India (GOI),
hence the total water requirements shall be:
The water consumption comes out to be 86 lpcd for domestic, 45 lpcd for staff, 15 lpcd for
visitors and 20 lpcd for Akshaya Patra after installing the following water saving practices:
Using low flushing systems - using efficient water saving toilets with dual flush
systems, thus saving about 50 percent of water.
Sensor based fixtures - these reduce about 0.4 liters per flush.
Low flow faucets along with other water saving devices resulting in 25 to 50 percent
water.
Low flow shower with flow rates at 7.5 lpm @ 80 psi
Other pressure reducing devices to reduce from 80 psi to 65 and 50 psi thus reducing
water consumption by 10 – 25%
(Source: manual on norms and standards for environmental clearance of large scale
projects, MoEF, GOI)
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Table 2.3: Water Calculations
S. No. Description unit/ Area
(in m2) Occupancy
Rate of water
demand (lpcd)
Total Water Requirement (KLD)
1.
Residential
Villas 444 2220
86 LPCD
191
Group housing 2091 10455 900
LIG/EWS 458 2290 197
2. Staff (residential) 5% of total population
850
45 LPCD
38
3. Visitors (residential) 10%of total population
1500
15 LPCD
23
4. Visitors
(temple and Prasadam hall) - 3100^
15 LPCD
47
5. Staff (temple and Prasadam
hall) - 500
45 LPCD
23
6. Akshaya Patra - 1,50,000 1LPCD* 150
7. School - - - 10
Domestic water (A) 1579
8. Horticulture and
Landscape development
1,68231.9
sqm
2.5 lt/sqm/day
447
9. Cooling water for
generator sets (1250*10) kVA 0.9 l/KVA/Hr 90
Non-domestic water (B) 537
10. Fire fighting (C) 48
Total Water Requirement (A+B+C) 2164 * Based on data given on pg 65 of Construction manual **One person per 10 sq m of FAR ^One person per 10 sq m of ground coverage
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The water requirement for the proposed project will be 2164 KLD, and the fresh water
requirement is 1154 KLD which will be met from ground water. 1264 KLD waste water will be
generated from the project which will be treated in STP (1400KLD) and recycled within
premises for flushing, horticulture, Power gensets cooling, fire fighting and other low end
uses. The surplus quantity will be discharged into the nearby municipal sewer line;
necessary permission would be taken from the concerned authority before discharge of the
same.
Quality Standards
The objective of Water Works Management is to ensure that the water supplied is free from
pathogenic organisms, clear, palatable and free from undesirable taste and odour, of
reasonable temperature, neither corrosive nor scale forming and free from minerals which
could produce undesirable physiological effects. The establishment of minimum standards of
quality for public water supply is of fundamental importance in achieving this objective. The
physical and chemical quality of drinking water shall be in accordance with the
recommended guidelines. Parameters for analysis of water quality were selected based on
the utility of the particular source of water as per MoEF guidance. Hence quality of ground
Fig. 2.1: Water Balance
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water was compared with IS: 10500 for drinking purposes and surface water quality were
compared with CPCB Water Quality Criteria against A, B, C, D & E classes of water.
Water Supply
Underground tanks shall be provided in the proposed project for domestic and firefighting
purposes. The water shall be distributed through gravity system from the respective
overhead tanks. Network of distribution system is planned on the basis of closed loops, so
that a specific pocket gets water from minimum two points. In case one point is under repair,
the entire distribution system will not be affected.
The water will be boosted from central underground storage tank to overhead tanks over
building roofs by hydro-pneumatic pumps. By using hydro-pneumatic pump set of variable
drive, the same set of pumps will be used for a group of buildings by single supply feeder.
Fig 2.2: Water Treatment Schematic Flow Diagram of WTP
2.3 Salient Features of Sewerage System
2.3.1 Sewerage System
Sanitary sewage is mostly the spent water of the community draining into the sewer system
with some ground water and a fraction of storm run-off from the area, draining into it. The
sewers should be capable of receiving the maximum discharge expected at the end of
design period.
Since it is both difficult and uneconomical to augment the capacity of the system at a later
date, sewers are usually designed for the maximum expected discharge to meet the
requirement of the ultimate development of the area. A design period of 30 years for all
types of sewers is usually considered.
Water Supply Fire Water Tank
Raw Water Tank
Filtration
(Optional) Chlorination
Domestic Use
Overflow
Overflow
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2.3.2 Sewage Collection & Treatment
The soil and waste from toilets & kitchen will be collected in Gully Traps & Manholes in
single network of S.W./R.C.C. pipes laid underground having Manholes/Inspection chambers
at appropriate intervals and shall be discharged into proposed STP for recycling of treated
waste water within premises for different uses like flushing, horticulture, cooling towers,
Power gensets cooling and other low end uses. Table 2.7 illustrates the estimated raw
effluent characteristics.
Table 2.7: Estimated Characteristics of Treated and Raw Sewage
Parameter Raw Sewage
(Influent)
Treated Sewage
(After Secondary
Treatment)
Treated Sewage
(After Tertiary
Treatment)
pH 7.5 – 8.5 6.5- 8.5 6- 8
BOD3 at 270C (mg/l) 250 - 350 < 30 < 5
COD (mg/l) 400 - 500 < 100 < 10
Suspended solids (mg/l) 250 - 450 < 100 < 5
Oil and Grease (mg/l) 30 < 10 < 1
2.4 Power Requirement, Source and Backup
The details of power requirement & source are given below:
Power requirement: 25,000 KVA
Source of Power: State Grid Supply
Backup Power gensets : 1250*10 KVA
Dia. of chimney: 500 mm (all)
2.5 Storm Water Drainage System
Water harvesting pits have been proposed for augmentation of ground water. The rainwater
collected from the rooftop, green & paved areas will be conveyed into the rainwater
harvesting system consisting of desilting-cum-filter chamber and bore wells for recharge into
the groundwater. RWH will be initially done only from the roof top. Runoff from green and
other open areas will be done only after permission from CGWB. No demand will be met
from the process.
Analysis of the observed data on intensity and duration of rainfall of past records over a
period of years in the area is necessary to arrive at a fair estimate of intensity-duration for
given frequencies. The longer the record available, the more dependable is the forecast. In
Indian conditions, intensity of rainfall adopted in design is usually in the range of 15 mm/hr to
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30 mm/hr. The intensity of precipitation for design of drainage scheme has been taken 30
mm/hr.
Table 9: Storm water calculation
Peak Run off
Max, Rainfall Intensity 30 mm/hr
Location Runoff
Coefficient Area m2
Rainfall intensity Peak Run
off in m3/hr (in m)
Roof Area 0.8 87,186.10 0.03 2092.14
Paved area 0.6 1,33,431.0 0.03 2401.75
Green Area 0.2 1,68,231.9 0.03 1009.39
Open area 0.25 51915.05 0.03 389.36
Total Runoff m3/hr 5892.64
Total Runoff Potential =5892.64m3/hr
Taking 15 minutes Retention Time, total volume of storm water = 5892.64/4 = 1473.16m3
Taking the effective diameter and depth of a recharge pit be 5 m and 2 m respectively:
Volume of a single Recharge pit (b) = π r2h = 3.14 x 2.5 x 2.5 x 2 = 39.25 m3
Hence No. of pits required = 1473/39.25 = 38 pits
Provided Pits: 38 Pits
Desilting tank shall be 3 x 2 x 1.5 m.
Recharge Pit: dia = 5 m and depth = 2 m
2.6 Solid Waste Collection / Disposal Plan
The solid waste generated from the project will be mainly domestic in nature. The solid waste
shall be first segregated as bio-degradable and non bio-degradable separately. The
recyclable inorganic waste will be sold to registered buyers. The bio-degradable wastes will
be transferred into a designated collection point for disposal by municipal authority/hired
agency.
Table 2.6: Waste produced from the building and construction industry.
S. No. Description Percent by Weight
1 Vegetables, Leaves 40.15
2 Grass 3.80
3 Paper 0.81
4 Plastic 0.62
5 Glass/Ceramics 0.44
6 Metal 0.64
7 Stones/Ashes 41.81
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8 Miscellaneous 11.73
Source: Manual on Norms and Standards for Environment Clearance of Large Construction Projects, Ministry of Environment and Forests
Table 2.7: Solid Waste Generation
S.
No. Particulars Population
Waste
generated(Kg/day)
1 Residential (@ 0.5 Kg/day) 14965 7482
2 Visitors (@ 0.15 Kg/day) 1500 225
3 Staff (@ 0.15 Kg/day) 750 112
Total Solid Waste Generated 7819.0
Horticulture Waste168231.9 622.4
E-Waste (0.15 Kg/C/Yr) 6.15
STP Sludge 252
Following arrangements will be made at the site for management of solid waste in
accordance to MSW Rules, 2000:
2.6.1 Collection and Segregation of waste
A door to door and floor to floor system through service lift collection shall be
provided for collection of solid waste generated.
Adequate numbers of colored bins (green and blue - separate for bio-degradable and
non bio-degradable) are proposed to be provided.
Storage of solid waste shall be done only for 48 hours at site.
Recyclable waste will be sold to authorized agencies.
Hazardous waste (filters) & e-waste will be stored at separate place and handover to
authorized dealers of CPCB.
Litter bin will also be provided in open areas like commercial spaces, parks & play
grounds etc.
2.6.2 Treatment of waste
Municipal Solid Waste predominantly includes household waste (domestic waste) and
sometimes with the addition of commercial wastes collected by a municipality within a given
area. Rapid increase in volume and types of solid and hazardous waste, as a result of
continuous economic growth, urbanization and industrialization, is becoming a burgeoning
problem for national and local governments to ensure effective and sustainable management
of waste.
Bio-Degradable wastes:
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Bio-degradable waste will be subjected to composting and the compost will be used
as manure.
Horticultural waste is proposed to be composted and will be used for gardening
purposes. The cropped grass will be spread on the green area. It will act as manure
after decomposition.
Recyclable wastes:
Recyclable waste like paper, plastics, and metals will be sold to the authorized recycler of
the area.
2.6.3 Disposal
Generated solid waste shall be segregated & collected on common solid waste collection
center at site, from where it will be transported to the nearest landfill site by the hired waste
management/municipal agency for their treatment and disposal. However, the MSW
management approach will be towards zero landfill by reducing the amount of inert waste.
Fig 2.8: Waste Management Flow Diagram (Operational Phase)
2.6.4 E-Waste
E-Waste (Management & Handling Rule, 2011,12th May) Electronic waste, popularly known
as „e-waste‟ can be defined as waste electrical and electronic equipments whole or in part or
reject (such as CDs, floppies, keyboards, monitors, power plug, batteries, etc.) which have
become obsolete due to:
Advancement in technology
Changes in fashion, style and status
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Nearing the end of their useful life
Responsibility of Consumer or Bulk Consumer
According to E-Waste (Management & Handling Rule, 2011) responsibility of Consumer or
Bulk Consumer is given below:
Consumer or bulk consumer of electrical and electronic equipment shall ensure that
e-waste generated by them is channelized to authorized collection centers or
registered dismantlers or recyclers or is return back to the pick-up or take back
services provided by the producers.
Bulk consumers shall maintain records of e-waste generated by them in Form-2 and
make records available to UPPCB.
The e-waste generated from the proposed project would be suitably managed
through assistance from E-parisira.
The mantra of "Reduce, Reuse, Rethink, Refuse and Recycle" applies here also.
Reduce generation of e-waste through smart procurement and good maintenance.
Reuse still functioning electronic equipment by donating or selling it to someone who
can still use it.
Recycle those components that cannot be repaired. To identify organizations who reuse or
recycle electronics.
2.7 Traffic Management Plan and Parking Facilities
The project complex will have bell shaped entry from proposed 80 m wide road. All the
internal roads are 6 m wide. The entry/exit points have been marked on the layout plan. The
project site is well connected to network of roads leading from various parts of the city.
Adequate provision has already been kept for car/vehicles parking at the proposed project.
Vehicle parking will be in the basement within the premises.
S. No. Description Required parking
1 Main temple 4293
2. Group Housing/Apartment 2041
TOTAL 6334
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Table 13(b): Calculation for parking provided
MAIN TEMPLE
GROUP HOUSING
Note: Parking calculation has been done on the basis of standards provided by the
State Byelaws.
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CHAPTER 3
DESCRIPTION OF ENVIRONMENT
Before the start of any Environmental Impact Assessment study, it is necessary to identify
the baseline levels of relevant environmental parameters, which are likely to be affected as a
result of the construction and operation of the planned project. A similar approach has been
adopted for conducting the EIA study for the proposed project. The planning of the baseline
survey through secondary sources, commenced with the short-listing of impacts and
identification of parameters for which the data needs to be collected. This section assesses
the nature, type and dimensions of the study area and describes the relevant physical and
biological environmental components of the project site.
3.1 Physical Attributes
Accurate determination of baseline conditions of natural and physical environmental
components at project site is vital for robust impact assessment. The components of the
environment for which the information has been collected are described in the following
subsections.
3.1.1 Climate
Vrindavan-Mathura is a part of the state of Uttar Pradesh in the northern region of India. It is
a part of the great northern plains and is situated on the west bank of River Yamuna.
Mathura‟s climate is sub-tropical and prone to extremes, reaching as high as 45°C (113°F)
during the summer and as low as 4°C (40°F) in the winter. Summers in Vrindavan are
extremely hot while winters are cold and foggy. The rainy season is between June and
September and the city receives annual rainfall of 660 millimeters (26 inches). Heavy rains
and high humidity mark the monsoon season.
Table 3.1: Climate data of Mathura 2013
Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year
Average high ˚C
22.3 25.5 31.9 37.9 41.7 40.7 35.3 33.2 34 34 29.2 23.9 32.47
Average low ˚C
7.7 10.3 15.4 21.5 26.5 28.9 26.8 25.7 24.3 19.1 12.5 8.2 18.91
Rainfall mm 13.3 17.7 9.1 6.7 11.9 55.7 203.3 241.1 128.5 25.2 4.3 6 722.8
Average rainy days
1.9 1.7 1.7 1.3 2.3 4.7 13.8 14.9 7.7 1.5 0.8 1 53.3
Source: World Meteorological Organization
3.1.2 Geography
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Land is the most vital resource for sustenance of life and degradations of land due to
industrialization, urbanization and population growth is a matter of concern. Therefore, it is
necessary to establish the existing land use pattern to optimize the land use as well as
minimize degradation due to the developmental activities.
Mathura is situated at 27.28°N 77.41°E, on the bank of Yamuna River. It has an average
elevation of 174 meters (570 feet).
3.1.3 Drainage
The entire city consisting of trans Yamuna area and trans Highway area (regulated area as
proposed in Master Plan 2021 by MVDA) has been divided into six drainage zones shown in
the figure below.
Fig. 3.1: Drainage zones in Mathura region.
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3.1.4 Topography
Mathura is fairly flat, gradually sloping towards the river.
3.1.5 Land Use
Master Plan of 2021 takes into account the requirements of urban population of 22.5 lakh as
estimated by 2021 (Master plan 2021) and focusing on city‟s historical and archaeological
significance. The total future land requirement for the city is 20036.97 hectare. There is mix
land use with maximum residential areas, industrial setup and large tract of agricultural land
with some wasteland.
Fig 3.2: Land Use of Mathura Development Area.
3.1.6 Seismo-Tectonic Appraisal of the Area
According to Global Seismic Hazard Assessment Program (GSHAP) data, the area under
study falls in Zone-III. It is very important to take this fact in consideration during designing
of the structural components of the project in the construction phase. The depth of the
foundation, footing of the structural components, the bending moment calculations shall
adhere to the criteria of seismic load. The seismological map of the project site is shown in
Figure 3.2.
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Fig 3.3: Seismological Map Locating Project Site
3.2 Water Environment
Ground water status
Ground water conditions in the area are good and ground water is available at shallow
depths. Excessive canalization, induced seepage from canals, low permeability of soils and
lack of well-defined drainage has resulted in shallowing of water table. The unconfined
aquifers in the study area occur near the surface. The ground water resources are also
exploited for domestic and irrigation purposes through a number of open dug wells, hand
pumps and tube-wells seen in the study area.
Quality of Surface Water (Yamuna River) in Mathura
Mathura was inhabited due to the presence of River Yamuna like most of the other cities
which have grown close to a freshwater source. River Yamuna is the only natural surface
water source for Mathura and has been polluted up to larger extents due to mismanagement
of wastewater. Large amounts of wastewater are dumped into the river every day, sapping it
of oxygen and killing fishes and ecosystem and have lead to low D.O. levels in the river.
Several nallahs discharge million liters of sewage per day directly into the river, of which,
only small quantity sewage is treated, contributing heavily to the pollution load of the river.
Proposed
site
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Sewages and drains are blocked due to encroachment along the drainage systems and due
to disposal of solid wastes. Table 3.4 illustrates the physical-chemical characters of the
water quality of Yamuna River.
Table 3.2: Physical-chemical analysis of Yamuna river water, Mathura (2012).
S.No. Parameter Units Test Method Result
1 pH Value -- IS 3025 P-11 6.78
2 Colour Hazen IS 3025 P-04 Grey
3 Conductivity µg/cm IS 3025 P-14 1485
4 Chloride mg/l IS 3025 P-32 161.3
5 Fluoride mg/l APHA 4500F 0.35
6 Total Dissolved Solid mg/l IS 3025 P-16 920.7
7 Dissolved Oxygen mg/l IS 3025 P-38 4.9
8 BOD mg/l IS 3025 P-44 7.11
9 COD mg/l IS 3025 P-58 28.40
10 Sulphate mg/l IS 3025 P-24 72.6
11 Boron mg/l IS 13428 0.18
12 Arsenic mg/l IS 3025 P-37 < 0.010
13 Cyanide mg/l IS 3025 P-27 < 0.10
14
Sodium absorption
Ratio mg/l Calculation
12.16
15 Oil & Grease mg/l IS 3025 P-39 < 0.01
16 Total Coliform MPN/100ml IS 1622 1100
The analysis indicates that the Yamuna River water is polluted and cannot be used for
drinking, bathing, swimming, fisheries etc.
3.3 Climate and Meteorology
Climate and meteorology of a place can play an important role in the implementation of any
developmental project. Meteorology is also the key to understand local air quality, as there is
an essential relationship between meteorology and atmospheric dispersion involving wind in
the broadest sense of the term.
Mathura features a semiarid climate that borders on a humid subtropical climate. In Mathura,
summers are extremely hot, while the weather during winter remains cold and foggy at times.
During the Monsoon season, Mathura city receives normal rains and the weather becomes hot
and humid.
Summers (April to June) are hot and temperature reaches 46 0C
Monsoons (June to October) rain showers are expected, with heavy rains in July
Winters (November to March) are very cool and temperature can touch as low as 2 °C
and are accompanied by thick fogs prohibiting travels due to poor visibility
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Relative Humidity: During the southwest monsoon season the relative humidity is high and
after the withdrawal of the monsoon humidity decreases. The mean monthly maximum
relative humidity in the morning of August month is 84% and mean monthly minimum relative
humidity measured in the morning of May is 41%.
3.3.2 Wind Speed and Direction
Wind direction and speed are the most critical metrological parameters, as they govern the
dispersion of pollutants. Wind direction is reported as the direction from which the wind
blows and is based on surface observations. Over the course of a year, wind usually blows
in all directions, with varying frequencies. Certain directions occur more frequently than
others, which are known as the prevailing wind directions.
Winds are generally light to moderate in this area. It can be seen that the annual mean wind
speed varies from 0.8 to 14.2 km/h. The prominent wind direction is East and South east.
3.3.3 Temperature
The average lowest temperature recorded was 7.7 0C on January 2012 and the average
highest was 41.7 0C on May, 2012. The annual mean of maximum and minimum
temperature was 32.470C and 18.910C, respectively. It is observed that from February, the
ambient temperature gradually rise till May, which is the hottest month of the year with a
mean maximum and minimum of 41.70C and 28.90C, respectively.
Table 3.6: Average high and low temperature of Mathura (2013)
Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Year
Average high ˚C
22.3
25.5
31.9
37.9
41.7 40.7
35.3
33.2 34 34 29.2
23.9
32.47
Average low ˚C
7.7 10.3
15.4
21.5
26.5 28.9
26.8
25.7 24.3 19.1
12.5
8.2 18.9
1
3.3.4 Precipitation
Precipitation plays a role in the mitigation of pollutants from air to land, and can minimize or
eliminate wind erosion. Normal Precipitation is received during monsoon months i.e. June to
September. The average annual precipitation is 722.8 mm. The rainiest month is August and
the driest month is November.
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Fig 3.3: Month wise temperature of Mathura (2013).
Fig 3.4: Month wise rainfall (mm) of Mathura (2013).
3.4 Noise Environment
Noise attributed to roads, depends on factors such as traffic intensity, the type and condition
of the vehicles plying on the road, acceleration/deceleration/gear changes by the vehicles
depending on the level of congestion and smoothness of road surface (IRC: 104-1988).
High noise levels are a concern for sensitive receptors, i.e., hospitals, educational
institutions, etc. Noise is an area of concern and the high noise levels may be attributed to
vehicular movement and congestion on the roads as well as on-going construction work
around the area.
0
5
10
15
20
25
30
35
40
45
Jan
Feb
Mar
Ap
r
May Jun
Jul
Au
g
Sep
Oct
No
v
Dec
Average high ˚C
Average low ˚C
0
50
100
150
200
250
300
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Rainfall mm
Rainfall mm
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3.5 Ecological Resources
The ecological survey based on secondary data available of the area (with in project area
and 10 km radius around the project site), to assess the potential ecological impacts of the
proposed project upon ecology, to develop adequate and feasible mitigation measures (via
inputs to project design and layout, working practices) to keep residual ecological impacts
with acceptable limits, and also to develop ecological monitoring parameters. This section of
report presents ecological baseline of the area and study was carried out in two separate
headings for floral and faunal community respectively.
3.5.1 Habitat Assessment
The information on prevailing baseline in proposed project site is important because project
activities might lead to loss of the ecological resources, if existing. The information will
further enable to evaluate the feasibility and efficacy of the mitigation options that are being
proposed by environmentalist and conservationist to incorporate conservation concerns in
mitigating the impacts of developmental project. The study area was divided into two zones
as given below:
i) Core Zone Within the project area
ii) Study Area 10 Km radius around the project area
3.5.2 Floral Community 1. Core Zone:
There was no vegetation within the core zone. Only a few species of Parthenium, Acacia
and Cynodon dactylon were seen. There is no presence of reserved or any forest in the
proposed site.
2. Buffer Zone:
No threatened, rare, endangered or endemic species were observed during the survey in
study area (10 km radius around the project area).
In 10 km radius around the project site:
No threatened, rare, endangered or endemic species were observed during the survey in
buffer zone (10 km radius around the project area).
The vegetative community of the area is mainly under open scrub forest and because of
urbanization, area is usually surrounded with planted varieties. The dominant species are
Babool (Acacia nilotica), Vilayati Babool (Acacia sp.), Neem (Azadirachta indica), Gulmohar
(Delonix regia.), Safeda (Eucalyptus), Carrot grass (Parthenium sp.), Amaltas (Cassia
fistula), Dhatura (Datura sp.), Arandi (Ricinus communis), Ber (Zyziphus sp.), Bougainvellia,
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Peepal (Ficus sp.), Shisham (Dalbergia sissoo), bottle palm, bottle brush, etc. The prominent
grass species is Cynodon dactylon. The list of plants recorded is given in Table 3.6.
Table 3.7: List of Plants in 10 km Radius
S. No. Local Names Botanical Names
1 Babool Acacia nilotica
2 Vilayati babool Acacia sp
3 Neem Azadirachta indica
4 Safeda Eucalyptus
5 Dhatura Datura sp.
6 Arandi Ricinus communis
7 Ber Zyziphus sp.
8 Peepal Ficus religiosa
9 Bougainvelia Bougainvelli
10 Bottle palm Beaucarnea recurvata
11 Amaltas Cassia fistula
12 Shisham Dalbergia sissoo
13 Bottle brush Callistemom sp.
14 Carrot grass Parthenium sp.
15 Gulmohar Cassia sp.
16 Oak Quercus sp
3.5.3 Faunal Community
A general faunal study was carried out for the core zone and buffer zone separately as given
below:
i. Core Zone
There was little vegetation within the core zone. Only a few species of Parthenium, Cynodon
dactylon, were seen.
ii. Buffer Zone (In 10 km radius around the project area):
1) Amphibians
Among amphibians toad (Bufo sp.) and frog (Rana tigrina) were observed.
2) Reptiles
Among reptiles Indian garden lizards (Calotes vessicolor), home lizard were observed,
however locals claim to have seen some snakes too.
3) Mammals
Among mammals Indian palm squirrel (Fumambulus pennanti), cat, dog (Cuon sp.), cow,
buffalo, rat (Rattus rattus) and horse etc. were noticed.
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4) Aves
Among aves common birds like crow (Corves splendens), sparrow (Passer domesticus),
parrot (Psittacula krameri), baya (Ploceus philippinus), peafowl (Pavo cristatus), pigeon
(Columba livia), egretta sp. etc. were observed. List of species observed in this buffer zone
is given in Table 3.7.
5) Butterflies
The landscape of the study area does not support the habitat for butterflies. The common
butterfly species recorded from the study area include Common grass yellow (Eurema
blanda), Tawny coster (Acraea violae), Common tiger (Danaus genutia), Small orange tip
(Colotis etrida) and Pansy (Precis almanac). Table 3.7 illustrates the species found in the
buffer zone.
Table 3.8: List of Species in Buffer Zone (10 km Radius)
S.I. Local Names Zoological Names
Amphibians
1 Toad Bufo sp
2 Frog Rana tigrina
Reptiles
3 Indian garden lizards Calotes versicolor
4 House Lizards Hemidactylus sp.
5 Cobra Naja naja
6 Viper Vipera sp
Mammals
7 Indian palm squirrel Fumambulus pennant
8 Cat Felis sp.
9 Dog Cuon sp.
10 Cow Bos sp.
11 Rat Rattus rattus
12 Horse Equs sp.
3.6 Socio Economic Environment
This section discusses the baseline scenario of the socio-economic environment in the study
area and anticipated impacts of the proposed project on the socio-economic environment.
The issues under focus in this chapter are demographic structure, economic activity,
education and literacy profile, land use and infrastructure resources. The assessment
attempts to predict and evaluate the future impacts of project upon people, their physical and
psychological health and well being, their economic facilities, cultural heritage, lifestyle and
other value system.
Population and Demographic Pattern
Mathura is considered as the tourism place of Uttar Pradesh. Occupational patterns have
changed with increasing emphasis on the manufacturing and tertiary sector and a visible
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shift away from the primary sector, though the economic conditions of the local people have
not improved much. Status of Mathura district is shown in Table 3.8.
Table 3.9: Status of Mathura district (2011)
District Mathura
Total Population 2547180
Male Population 1367120
Female Population 1180060
Schedule caste 506580
Schedule tribe 1520
Literate Males 943350
Literate Females 564400
Source: Census 2011
The Mathura district is divided into 4 tehsils and 10 blocks. Total number of Nayay
Panchayats in the district is 89 while Gram Sabhas stands at 479. The total populated
villages are 880. The total numbers of police stations in the district are 23 out of which 15
are in urban area and 8 are in rural area. The total numbers of railway stations (including
halts) are 20 and bus stands/bus stops are 107. Total number of broad gage line is 162 km.
and meter gage is 12 km.
Hinduism, Islam, and Jainism are three major religions in Mathura district with 89.6%,
8.93%, and 0.51% of the population following them. Jatavs, Baniyas and Jats are most
numerous castes in Mathura. 52.5% of Mathura's population is in the 15–59 years age
category. Around 11% of the population is under 6 years of age. Hindi is the most widely
spoken language in Mathura.
Economic activity and livelihood pattern
The relevance of economic activity and livelihood pattern is important in the context of the
study since one of the direct benefits of the proposed project is job opportunity and high
economic activity during the construction as well as operation phase. Depending on the
existing situation, one can predict the impact of the project activity on the economy of the
village and the region.
Basic Infrastructure Facilities in Villages
All the villages lying in the study area are well connected by pitched roads. All the villages
have at least one primary school, primary health centre, post office and few branches of
nationalized bank. All the villages are connected by telephone and electricity grid.
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Infrastructural Facility in the study area
The study area is well equipped with education, medical facility, drinking water,
communication, approach roads and irrigation.
Education
The study area has good educational facility. The urban part of the study area has very good
network of schools, colleges. There are several universities, technical colleges spread over
the area.
Public Health
Available medical facilities in the study area are hospitals, dispensaries, health centers,
public health sub centers, maternity homes etc. within a range of 5-10 km, most of the
villages in the study area have medical facility available in one or the other.
Transport and Communication
Transport accessibility is one of the important factors required for the overall development of
the area. Transportation and communication facility needs to be strengthened before any
major development process can be established. Apart from P&T services, transport is the
main communication linkage in the study area. All most the entire study area has access to
good transport system including bus services.
Irrigation & Cropping Pattern
The district is not drought prone. There are a large number of wells for irrigation. Even
though the farmers have these facilities, yet they are largely dependent on the monsoons for
a successful crop.
Agro climatically, it is classified as rich Rice-Wheat zone. The land is cultivated just for
sustenance of life, the net result being the products of poor market value. Minimum low yield
harvests are obtained, which can only provide sustenance with. In general, illiteracy, along
with erratic monsoon, is the major factors to such survival-oriented cropping pattern.
Paddy and maize/jowar is the major crop of the area during Kharif season, while Wheat,
Gram, Barely, Camphor and Arhar crops follow in Rabi season or the fields are kept fallow
for next season. During Rabi season a mixed cropping pattern is followed. Source of
irrigation in area is mainly ground water and canal.
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CHAPTER 4
IMPACT IDENTIFICATION AND ASSESSMENT
Prediction of the impacts due to the development, construction and functional activities
encompass the development process to be undertaken during construction and functional
phases. For each category of environmental receptor (such as, ambient air quality, water
quality, soils, land, etc) the potential impacts of activities during development & construction
and functional phases and magnitude of the impacts have been assessed and discussed in
detail in following sub sections. In each case, cognizance has been taken to mitigation
measures inherited in the development, construction and functional phase (Source: Ground
Water Scenario in India, CGWB, 2011).
4.1 Pollution Sources
Pollutants generated in the development of proposed integrated township during both
construction and functional phases are solid, liquid and gaseous in nature. Also the
generation of pollution could be continuous, periodic or accidental. Sources of pollutants and
their characteristics during the construction and functional phase are given in Table 4.1.
Table 4.1: Pollutant Sources and Characteristics
S.I. Activity / Area
Pollutant Pollutant Characteristics Frequency
Development & Construction Phase
1 Site Preparation
Air emission-PM10, PM2.5, SO2 and NO2
a. Dust from construction activities and excavation.
b. Particulates matter, NO2
and CO from Vehicle exhaust
a. Temporary during construction phase only.
b. Bulk of the emissions are expected from ground working and leveling activities.
Earth / Solid waste
Solid waste from construction activity and excavation.
Periodic
Noise Noise generated from construction equipment and machinery
Temporary during initial construction phase
2 Labour welfare Camps
Sewage Sewage generated from temporary labour camps on site
Temporary during the initial construction phase
Solid Waste Solid Waste generated from temporary labour camps
Temporary during the initial construction phase
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Functional Phase
1 Vehicular Movement Air emissions
and Noise Vehicle exhaust
emissions Continuous /
periodic
2 Power gensets Air emissions SO2, NO2, SPM, CO
from fuel burning Occasional during
power failure
Noise Noise due to running of
equipment Occasional during
power failure
Hazardous
Waste Used Oil Generation
Occasional during oil changes
3 LPG Cylinders Thermal / Blast
Effect
Accidental Explosion due to LPG leaks and
fire Accidental
4 Maintenance / Housekeeping
Wastewater Floor washing Continuous
Solid waste Used equipment parts
and garden wastes Continuous
5 Vehicle Parking Area Oil spills Minor oil leaks In
parking space Continuous,
Negligible quantities
6 Storm water drains Waste water
Contamination discharge from site-mainly suspended
solids
During rainy season
4.2 Impact Identification
The areas of environmental concerns for which the impacts and their predictions are taken
into consideration are mainly:
Air Environment
Water Environment
Noise Environment
Land Environment
Biological Environment
Socio-economic Environment
Aesthetics Environment
The impacts can be further categorized as positive impacts and negative impacts depending
on their nature, potential and magnitude.
4.2.1 Environmental Aspects of Development & Construction Operations
Generation, storage, and disposal of construction wastes
Noise pollution due to plant, machinery, equipment and vehicle movement
Air pollution due to plant, machinery, equipment and vehicle movement
Generation and disposal of wastewater
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Impact on ecology
Consumption of resources such as water, electricity, and natural gases
Physical change in landscape due to earth work excavation and related activities
Soil erosion caused due to loss of vegetation and other construction activities
Impact on socio-cultural environment
4.2.2 Environmental Aspects of Building Planning and Use
Impacts identified during operation of the proposed project and its use includes major
concerns such as:
Disposal of domestic (sewage) effluent generated
Increase in noise levels due to transport
Consumption of water and impact on water resources
Impact on traffic on the road
Storm water during rains
Management and maintenance of the project
Environmental aspects of housing scheme are not just limited to impact of sources of
pollution but also related to energy conservation, water conservation and other issues, which
are mentioned in Table 4.2.
Table 4.2: Environment aspects of proposed complex other than sources of pollution
S.
I.
Area Aspect
I. Energy
Conservation
BEE rated motor pumps and chiller plants, Solar Heating,
Day Lighting, Design Natural Ventilation, Thermal Transfer
value of Building Material, Energy Efficient Building
Services and Equipment,
Public Area Lighting
Exterior Lighting, use of sensors.
II. Water Conservation Use of sprinklers for Gardening
Rainwater Harvesting
Sprinkler will be used for curing and quenching during
construction phase
III. Internal Roads and
Accesses
Pedestrian Access Ramps for Disabled persons, Road
painting and Signage Speed Breakers
IV. Material Use Construction Materials Selection
Paint Selection
Use of Recycled Materials
Use of Timber, use of fly ash
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V. Aesthetics during
functional Use
Clothes Drying Facilities
Stilt Parking
Visitors Parking
Playground for children
Service Roads for walking
Flower bed water disposal
Floor washing arrangements
Air conditioning arrangements
Standby Power Supply
Maintenance Staff
VI. Facilities for
proposed project
Rest Rooms with toilets for Visitors and Security Persons.
VII Use of mobile STP The treated water from STP may be used for construction
purposes
VIII Air Quality Wheel wash arrangement will be made at exit point during
construction phase
Height of the stack will be 7 m higher than the tallest
building.
Landscape development
4.3 Assessment of Environmental Impacts during Development and Construction
Phase
4.3.1 Water Quality during the Construction Phase
A. Impacts on Surface Water Quality
The project site area falls in the drainage basin of Hindan and Yamuna rivers. These water
bodies were irrigation source for the agricultural activities before the urbanization. It may be
observed that the rainwater from the project site shall be recharged to ground water by rain
water harvesting pit. Surface water quality may be affected with the discharge of the runoff
from the project site. The impact to the surface water bodies could arise from the increased
soil erosion from excavated site only cause to increase in the suspended particles and
turbidity of runoff water from the site. However, this impact will be temporary in the nature
and would be observed in first rain only and as soon as rain is over, excavated soil at site
would be stabilized. Therefore, the surface water quality during rains would be impacted
marginally for very short duration.
B. Impacts on Groundwater Quality
No hazardous chemical and material will be used in the development and construction
phase of a project. Debris and wastes generated during this phase will be collected and
disposed suitable. Therefore, possibility of contamination of ground water will be negligible.
Hence, no impact is anticipated on the ground water quality during the construction phase.
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4.3.2 Air Quality
A. Emission Sources during the Construction Phase
The potential sources of air emissions during the construction and development phase of the
project will be as follows:
Dust from earth works (during site preparation)
Emissions from power gen sets at site
Emissions from the operation of construction equipment and machines
Fugitive emissions from vehicles running to site
Fugitive emissions during the unloading of material at the site
Fugitive emissions during mixing of cement with other building materials during
development and construction activities
Air emissions other than dust arise from combustion of hydrocarbons. The pollutants of
concerns are NO2, SO2, CO and particulate matter
B. Potential Impacts
The likely impacts on air environment during construction phase have been identified in the
form of “Impact Matrix” in Table 4.5.
Ambient air quality effects are normally assessed in relation to their potential to cause
Health deterioration and nuisance in local communities
Health deterioration amongst onsite workers
C. Assessment of the Impacts Due to Dust Emissions
During the excavation of channels, foundations, unloading of construction material, cement
bags and mixing of cement with other building materials, fugitive dust emissions may be
emitted at construction site. It may be noted that these emissions would be in the form of
coarse particulate matter and will be settled down ultimately in the closed vicinity of
construction site. Therefore, no significant impact is anticipated due to dust emission during
development and construction phase.
D. Assessment of the Impact Due to power gensets
Emissions from the power gensets during construction phase may cause some localized
impact on ambient air quality for short duration, as these will be operated during power
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failure only. It may be noted that the power gensets will be used to operate construction
equipment only if required.
Adequate height of stacks will be provided to the power gensets as per guidelines of MoEF
(as per the Gazette of India Part II, Section 3, Sub-section (I) No. 318, dated July 11,
2002, is given below, refer table no. 4.3) to facilitate the dispersion of flue gases into the
atmosphere.
Table 4.3: Power gensets Stack height Rule, as per MoEF
Table 4.4: power gensets Stack height (Provided)
Nos. Capacity of
generator set (kVA)
Stack Height Provided (m)
10 1250 7.0 m + building height
4.3.3 Noise
During the construction phase of project, noise will be generated from the various sources.
Some major sources of noise generation at project site are listed here under:
Generation of noise during movement of vehicles carrying materials and loading &
unloading activities.
Generation of noise from excavation machines, concrete mixer and other construction
machines.
Generation of noise during the operation of Power gensets
Generation of noise during concreting, hammering, etc.
All the above-mentioned sources at proposed development and construction activities will be
intermittent and would be experienced occasionally.
4.3.4 Economic Impacts
Relatively long-lived economic impacts of the development and construction phase are likely
to be experienced in local area for the duration of construction phase of 2 to 3 years as
workers make everyday purchases from local traders in nearby areas. This is likely to give a
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short-lived stimulus to the traders that may disappear as soon as the construction is
complete. Noticeable, flow-on economic impacts will be experienced in other sectors of
economy as a result of purchase of construction materials and the payment of wages and
salaries to the personnel engaged in the development and construction of commercial
Complex. Once the development and construction of proposed complex will complete, there
will be some long-term positive impact on the economic structure of the area. People in the
area will get direct / indirect employment opportunities and other benefits from the residents
of the proposed complex. Therefore, overall positive impact is anticipated on economy of the
area due to development and construction activity of the proposed project.
4.3.5 Socio-Economic
During the development and construction of proposed project, about 300 to 350 skilled,
semiskilled and unskilled workers per day will get direct employment opportunity, which will
have beneficial impact on the socio-economic conditions of the area.
4.3.6 Construction Camp
During the development and construction phase most of the labour will be coming from local
areas, as proposed project will develop gradually in the time span of 2 to 3 years.
Therefore, no labour camp will be constructed to accommodate the laborers at the project
site. Suitable measures will be taken for their welfare at the site to mitigate anticipated
impacts.
4.4 Assessment of the Environmental Impacts during Post Construction Phase
4.4.1 Impact on Surface Water Resources
During the post construction phase, no water will be taken from water bodies in the area.
Further, adequate drainage pattern will be provided during development of site for runoff
movement. The sewage effluents generated from the project would be collected through the
sewer line network provided in the project. Collected sewage effluents will be discharged into
municipal sewers. Therefore, impact on the surface water hydrology will be insignificant
during the post construction phase.
4.4.2 Impact on Ground Water Resources
During post operational phase, the ultimate water requirement has been calculated as
2164KLD including domestic and other usages. The fresh water requirement will be met
through the ground water. The developers shall make internal distribution network of water
within the complex. Under ground water tank of required capacity will be provided in the
complex and then distributed through overhead tanks provided on the building top by gravity
flow in the houses of colony.
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As gathered from secondary data, plenty of ground water sources in the area are available.
Further, rainwater harvesting will also recharge groundwater aquifers. As groundwater
abstraction is not proposed therefore no impact is anticipated on ground water resources
due to proposed project.
4.4.3 Impact on Surface Water Quality
The sewage effluents generated from the integrated township will be collected through the
sewer line network provided in scheme and the collected sewage effluents will be treated in
STP of the proposed project. Treated water will be recycled for various uses including
flushing, horticulture, and power gensets cooling and other low end uses. The surplus
quantity would be discharged in the municipal sewer. Necessary permission shall be taken
from municipal authority. Therefore, anticipated impacts on the surface water quality during
post construction phase would be trivial in the nature.
4.4.4 Impact on Ground Water Quality
The proposed integrated township will be well maintained and adequate measures will be
taken for the following:
Proper solid waste management practices will be adopted and followed.
Sewage effluent generated from colony will be collected through the sewage line
network and discharged into municipal sewers.
Therefore, possibility of ground water contamination will be negligible at proposed project.
Hence, no significant impacts are anticipated on the ground water quality during post
construction phase of integrated township.
4.4.5 Impact on Air Emissions Sources
Increased traffic generation due to project is not going to cause significant increase in
atmospheric concentration of gases and will not result in heat island formation. The minor
impacts of emissions from traffic will be neutralized by developing a thick green belt along
the periphery and internal road side.
During construction phase, dust emissions will be the main pollutants associated within on-
site roads (paved and unpaved), stockpiles and material handling. Regular water sprinkling
will be done and construction material will be transferred in trucks covered with tarpaulin.
The other major source of pollution during operational phase will be emissions from power
gensets. To minimize the effect of emissions, adequate stack height as per CPCB standards
will be provided.
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During the post construction phase, vehicular emissions will be major sources of air pollution
on approach road, bypass road and will depend upon the traffic density on the road at
particular time. Quantum and dispersion of pollution from vehicular emission will depend
upon the following:
Volume of traffic at the roads
Meteorological conditions.
Emission sources from automobile engines (LPG/CNG)
NO2 and SO2 from the vehicular emissions will be pollutants of primary concern. The
dispersion of vehicular emissions would be confined within up to 100 m from the road and
concentration will decrease with the increase in distance from road. It is anticipated that the
contribution of vehicular emissions in ambient air quality will be marginal and below the
stipulated National Ambient Air Quality Standards for NO2 (60µg/m3). In the integrated
township, green belt will be developed in the form of parks and along the internal roads,
which will also work as barrier for the movement of pollutants. Required capacity power
gensets will be provided in case of power failure. Heights of stacks attached to Power
gensets will be as per the stipulated guidelines of Central Pollution Control Board (CPCB) to
facilitate natural dispersion to exhaust gases, discharged into the atmosphere form power
gensets.
4.4.6 Impact on Noise
During the post construction phase, no major source of noise generation is anticipated.
Acoustic enclosures will be fitted with Power gensets to control the noise levels therefore
noise generated from Power gensets will be mingled within the short distance. Adequate
personnel protective equipment (PPE) will be provided to be personnel engaged in power
gensets room.
4.4.7 Socio-economic Impact
During post construction of proposed project, about more than 100 persons will get direct
employment opportunity to be engaged in management, maintenance and security. As an
estimate, during post construction phase, more than 2000 persons will get marginal
employment opportunities from the integrated township. This will help in improving the
quality of life of economically weaker sections of the local area
4.4.8 Impact on Aesthetics, Sensitive Targets
The surrounding vicinity shall be aesthetically improved as far as possible.
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Impact Matrix
Various activities from the proposed project scheme are likely to have some impacts on the
environmental constituents during its construction as well as functional phase. The impact
assessment matrix given in Table 4.5 reveals the impact associated with each activity of the
project on various environmental parameters during construction and function phase
respectively before any mitigation measures are implanted.
Table 4.5: Impact Matrix
Environmental
Parameters
Nature of Potential Impacts during Construction and Function
Local Region
al
Short
Term
Long
Term
Reversible Irreversible Adverse Beneficiaries
Topography √
Drainage √
Soil √
Water
Resources
√ √ √ √
Water Quality √
Land Use √ √ √
Air Quality √ √ √ √
Noise √ √ √ √
Flora √ √
Fauna √ √
Employment √ √ √
Aesthetic √ √ √
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CHAPTER 5
ENVIRONMENTAL MANAGEMENT PLAN
5.1 Preamble
The Environmental Management Plan consists of the set of mitigation measures,
management, monitoring and institutional measures to be taken during implementation and
operation to eliminate adverse environmental impacts, offset them or reduce them to
acceptable levels. The present Environmental Management Plan addresses the components
of environmentally affected area during construction of the project and by the different
activities forming part of the processes.
In the process of project planning, an EMP needs to be formulated to ensure that resources
are used with maximum efficiency, waste minimized, residuals are treated adequately and
products are recovered and recycled to the extent possible. The overall strategy should not
cut down pollution control costs but should also result in savings in the cost of operation.
Welfare associations, formed by the participation of people in the proposed project, can
greatly assist in proper management of project.
EMP during Construction Phase
Control of pollution during construction phase, is of considerable importance. Waste
generated from construction activity includes construction debris, waste from the labor tents,
and hazardous waste management. Besides waste generation, management of topsoil,
traffic movement, operation of construction equipments and power gensets, site security and
aesthetical development of green area and roadside plantation are some areas for which
management measures are required. The following aspects of construction activity require
control measures during the construction phase:
5.1.1 Site Preparation
The clearance of site will involve removal of some rain-fed vegetation and weeds. A very
little cutting or filling will be required as the site is fairly plain and devoid of any water body or
low laying area. Construction of basement and foundation will require excavation of earth
material. Top soil (fertile) will be stored separately and reutilized for landscaping, Green
turfing and horticultural development. 100% of total excavated earth will be reutilized into
backfilling, leveling and road construction.
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Fig. 5.1: Excavated Soil Management Strategy.
Other measures, which would be followed to prevent soil erosion and contamination include:
Maximize use of topsoil for landscaping and avoid excavation during monsoon season.
Care should be taken to avoid soil erosion.
To prevent soil contamination by oil/grease, leak proof containers shall be used for
storage and transportation of oil/grease and wash off from the oil/grease handling area
shall be drained through impervious drains and treated appropriately before disposal.
Removal of as little vegetation as possible during the development, and re-vegetation of
bare areas after the project.
Working in a small area at a point of time (phase wise construction).
5.1.2 Construction Debris
As concrete and masonry constitute the majority of waste generated, recycling of this waste
by conversion to aggregate can offer benefits of reduced landfill space and reduced
extraction of raw material for new construction activity. Recycled aggregate will be used for
filler application, and as sub-base for road construction. Metal scrap from structural steel,
piping, concrete reinforcement and sheet metal work shall be removed from the site by
construction contractors. A significant portion of wood scrap would be reused on site.
Recyclable wastes such as plastics, glass fiber insulation, roofing etc shall be sold to
recyclers. Concrete & plastic wastes will be used for road construction.
5.1.3 Hazardous Waste
Hazardous waste generated during construction phase shall be stored-in sealed containers,
labeled, and disposed off as required by the Hazardous Wastes Management and Handling
Act Amendment Rules (MoEF, 2003).
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Some management practices to be developed are:
Maximize use of organic fertilizer for landscaping and greenbelt development.
Paint brushes and equipment for water and oil based paints shall be cleaned within a
contained area and shall not be allowed to contaminate site soils, watercourses, or
drainage systems.
Preference of low VOC and water-based paints.
Provide adequate hazardous waste storage facilities, hazardous waste collection
containers are conveniently located, and designate hazardous waste storage areas
away from storm drains or watercourses.
Potentially hazardous waste shall be segregated from non-hazardous construction site
debris.
All hazardous waste shall be clearly labeled.
5.1.4 Waste from Labor Settlements and Biomass
Construction activity involves some workforce to stay at site. Local labours shall be
employed to the maximum possible extent so that resident labor is not required or minimum.
The latter will require basic infrastructure welfare facilities like housing, sanitation and other
essential services. The proposed site shall be provided with suitable sanitation facilities like
supply of potable water and sanitary latrines to allow proper standards of hygiene. Solid
waste generated would mainly comprise of household domestic waste, which shall be
collected and disposed off at the nearest municipal waste collection site.
5.1.5 Handling of Construction Equipment
Vehicles deployed for construction work, transportation of debris and other machinery at site
shall be properly handled to minimize emissions of particulates and gaseous pollutants. The
vehicle‟s maintenance shall be monitored regularly so as to avoid noise pollution and
accidental spillage of oils and greasy matters. Loading and unloading operations and
movement of trucks shall be properly regulated to minimize the impact of noise on the
persons engaged in civil, mechanical and erection works.
5.1.6 Management of Environmental Parameters
A. Water Environment
The vehicle maintenance area shall be located in such a manner so as to prevent
contamination of ground water by accidental spillage of oil. Unauthorized dumping of waste
oil shall be prohibited. Fire hydrant and fire extinguishers shall be provided at places
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vulnerable to fire and explosion. Sites of deposition of building material wastes shall be
cordoned. The open drains carrying waste water shall be covered with concrete slabs to
prevent the dust fall due to wind erosion and shall be collected in cemented trenches for
reutilization to a greater extent.
B. Air Environment
Erosion of soil due to winds cause dust nuisance in the area. The dust nuisance created by
the excavations, leveling and transportation activities shall be properly controlled by
sprinkling of water, providing dust arresting panels, regular removing of construction waste
material, proper storage of building material and keeping strict vigilance on trucks not to
create any air pollution. Pollution under Check certificate (PUC) shall be collected at the
entry gate of site.
C. Land Environment
The newly formed land shall be brought to normal formation merging with the surrounding
environment. Proper slope and stabilization of the ground shall be maintained to drain the
surface run-off during monsoon. Necessary action shall be taken on draining system to
arrest erosion of soil during severe monsoon and dry summer. Also, tree plantation work
along the internal roads and boundaries of the site shall be carried out side-by-side of the
construction work. Plantation will improve the quality of soil and enhance the aesthetics.
D. Noise Environment
Noise resulting from operation of construction machinery may constitute an additional
environmental stress. In case a source is found making significantly higher noise, immediate
action shall be taken to bring down its noise to a tolerable limit. Workers employed in high
noise areas will be rotated. Earplugs/muffs or other hearing protective wear will be provided
to those working very close to the noise generating machinery. Proper maintenance of
construction equipments shall be done at regular interval.
5.1.7 Site Security
A construction site is a potentially hazardous environment. To ensure that the local
inhabitants are not exposed to these hazards, the site shall be secured by fencing and
manned entry points.
5.2 Post Construction Environment Management Plan
5.2.1 Air Quality Management
To mitigate the impact of pollutants from power gensets and vehicular traffic during the
operational phase of the site, the following measures are recommended for implementation:
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Power gensets air pollution control measures
Vehicle emission controls and alternatives
Greenbelt development.
Greenbelt Development
Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air
pollution as plants generate oxygen, serve as a sink for pollutants, and also check flow of
dust and reduce noise pollution. Table 5.1 indicates various species to be used in greenbelt
development:
Table 5.1: Species to be used for Air Pollution Abatement via Greenbelt Development
General Pollution Abatement
Air Pollution Attenuation Dust Absorbers
Teak
Amaltas
Kachnar
Subabul
Mohua
Karanj
Ficus glomerata (Guler)
Terminalia tomentosa (Asan)
Acacaia auriculiformis (Babul)
Polyalthia longifolia (Debdaru)
Ficus benghalensis (Banyan) Nerium odorata (Kaner)
Azadiarchta indica (Neem)
Melia azaderach (Mahaneem)
Butea monosperma (Palash)
Cassia fistula (Amaltas)
Bauhinia variegata (Kachnar) Terminalia arjuna (Arjun)
5.2.2 POWER GENSETS Set
For backup power only, Power gensets are proposed to be installed as per requirement.
Total 1250 KVA * 10 nos. capacity to meet the total requirement. Power gensets chamber
shall be acoustically treated. All power gensets shall be provided chimney of adequate
height as per norms of MoEF/CPCB for controlling air emissions.
5.2.3 Traffic Movement
For vehicles, adequate space for smooth movement and parking shall be provided at the
proposed site to avoid any congestion and idling state emissions.
The integrated township will have bell shaped entry and exit points. The entry/exit points
have been marked on the layout plan. The project site is well connected to network of roads
leading from various parts of the city.
Internal Drive Way 12 m (right of way) wide for one way traffic circulation.
Plantation shall be provided at roadsides and open spaces with the specific species to
attenuate dust and cyclonic winds.
The ambient air quality shall be monitored regularly to ensure that the activities at the
site are not polluting the ambient environment.
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For good dispersion of gaseous emission, all Power gensets shall be provided chimney of
adequate height, as per norms of MoEF/CPCB. Regarding spread of PM10 and PM2.5 into the
environment stringent action shall be taken for the maintenance of roads and roadside
plantation.
5.2.4 Noise Management
No noisy sources except Power gensets and traffic movement are envisaged at the
proposed site. Following activities shall be taken to control the noise pollution:
Power gensets shall be acoustically treated to attenuate the noise.
Noise barriers in the form of tree envelope and greenbelt to attenuate noise pollution
shall be planted around the site, both sides of the roads and open places.
Good metalled and wide roads shall be provided at the site and shall be well maintained
for smooth flow of traffic.
Monitoring of noise levels shall be carried out regularly to ensure that noise level does
not exceed permissible standards.
Greenbelt Development: The following species can be used as in a greenbelt to serve as
noise breakers:
Tectona grandis (Teak)
Buteamono sperma (Palash)
Leucana leucocephala (Subabual)
5.2.5 Management of Water Environment
A. Fresh Water
The fresh water supply shall be received from the municipal authority. The quality of supplied
water shall be ensured by the competent authority. The establishment of minimum standards
of quality for public water supply is of fundamental importance in achieving this objective. In
an unlikely event of non-availability of water supply, water will be brought using tankers. The
wastage of water shall be minimized by a combination of water saving devices and other
domestic water conservation measures.
(I) Domestic and Commercial Usage
Use of water efficient plumbing fixtures (ultra flow toilets & urinals, low flow sinks, water
efficient dish washers and washing machines).
Leak detection and repair techniques.
Re-circulation of swimming pool over spill after treatment.
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Awareness campaign for reduced water use by residents.
Metered water consumption.
(II) Horticulture
Use of drip irrigation system.
Grouping of plants with similar water requirement.
Use of low volume and low angle sprinklers for greens.
Provide controllers with adjustable watering schedules.
B. Rain Water Harvesting
The rainwater shall be diverted from the rooftop using rain water pipes to the
surface/underground drainage network. The entire area shall be sub divided for recharging
structures. Water harvesting pits have been proposed for augmentation of ground water. The
rainwater collected from the rooftop, paved & green areas will be conveyed into the
rainwater harvesting system consisting of desilting-cum-filter chamber and bore wells for
recharge into the groundwater. No demand will be met from the process.
It has been proposed to provide desilting tanks and recharge wells for the desired purpose.
The rainwater will be diverted into the desilting tank to remove impurities and the outflow of
the desilting tank will be taken into the recharge well. Desilting tank is like an ordinary
container having provision for the inflow, outflow and overflow. Apart from removing silt it
holds the excess amount of water till it is soaked up by the recharge structure. The bottom of
tank will have unpaved surface layer of coarse sand to allow standing water to percolate into
the soil. The rainwater collected in these desilting chambers shall also be used for
horticulture use. The recharge well consists of 250-300 mm dia. bore holes in the middle of
the pit. 160 mm dia. perforated PVC pipe will be lowered in the middle of the boreholes and
the pit will be filled in 3 layers of 500 mm each consisting of boulders, gravel and coarse
sand. This system is proposed for ground water. The run off potential is obtained as 6383.7
m3/hr. for which, 40 numbers of pits in different areas shall be made at the project site.
5.3 Solid and Hazardous Wastes Management
Municipal Solid Waste (MSW)
The disposal of municipal solid waste shall comprise of following main activities:
Collection and Segregation of waste
A door to door and floor to floor through service lift system shall be provided for
collection of solid waste generated.
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Adequate number of colored bins (green and blue - separate for bio-degradable and
non bio-degradable) are proposed to be provided.
Provision for temporary storage of solid waste only for 48 hours at site.
Recyclable waste will be sold to authorized agencies.
Hazardous waste (spent oil) & e-waste will be stored at separate place and handover
to authorized dealers of CPCB.
Litter bin will also be provided in open areas like commercial spaces, parks & play
grounds etc.
Treatment of waste
(a) Bio-Degradable wastes: Bio-degradable waste will be subjected to composting and
same will be used as manure.
(b) Non-biodegradable waste
(i) Recyclable wastes: Recyclable waste like paper, plastics, and metals will be sold off to
the authorized recycler of the area.
(ii) Inert Waste: Inert waste will be disposed.
Disposal
Only inert waste will be disposed off. These will be transported to the nearest landfill site by
the hired waste management agency. However, the MSW management approach will be
towards zero landfill by reducing the amount of inert waste.
5.3.1 Management of Street and Landscape Lighting
A. Basis Requirement of Road Lighting
a) Adequate level of illuminations for heavy vehicles/light vehicles/cyclist.
b) Uniform illumination level over the carriage way with minimum glare, and safety of
movement.
c) Minimum disturbance during fog conditions/dust conditions.
d) Use of high efficiency lighting fixtures with high lumen output and low power
consumption. The proposal of street and landscape lighting shall be based on the design
parameters and the same shall be provided in the project.
B. Power Supply & Control System
Power supply to road lighting system shall be fed as per design specifications.
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C. Telecommunication, Cable and security system
Adequate provisions as per design shall be made for pipes and space for lying of
telecommunication cables, cable and security system.
5.4 Landscaping
Proper landscaping reduces direct sun from striking the buildings and heating up building
surfaces, prevents reflected light carrying heat into a building from the ground or surfaces,
creates different airflow patterns and can be used to direct or divert the wind advantageously
by causing a pressure difference. A study shows that the ambient air under a tree is 2 0C to
2.5 0C lower than that for adjacent un-shaded areas. The plan for plantation in parks and
avenues is given below:
5.4.1 Parks
Ornamental trees with spreading branches, shade giving with colorful flowers for people to
relax and suitable patches of lawns, rockery with cactus and other small flowering xerophytic
plants shall be planted.
5.4.2 Avenue Plantation
The following trees proposed to be planted in the proposed project.
Trees with colonial canopy with attractive flowering.
Trees with branching at 10 feet and above.
Trees with medium spreading branches to avoid obstruction to the traffic, fruit trees to be
avoided because children may obstruct traffic and general movement of public.
5.4.3 Plant species for Green Area
Selection of Plant species for Green belt development
The selection of plant species for the development depends on various factors such as
climate, elevation and soil. The list of plant species, which can be suitably planted, and
having significant importance are provided in Table 5.2. The plants should exhibit the
following desirable characteristic in order to be selected for plantation.
1. The species should be fast growing and providing optimum penetrability.
2. The species should be wind-firm, deep rooted and form a dense canopy.
3. Species tolerance to air pollutants like SPM, SO2 and NO2 should be preferred.
4. The species should be permeable to help create air turbulence and mixing within the
belt.
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5. There should be no large gaps for the air to spill through.
6. Trees with high foliage density, leaves with larger leaf area and hairy on both the
surfaces.
7. Ability to withstand conditions like inundation and drought.
8. Soil improving plants (Nitrogen fixing, rapidly decomposable leaf litter).
9. Attractive appearance with good flowering and fruit bearing.
10. Bird and insect attracting tree species.
11. Sustainable green cover with minimal maintenance
Table 5.2: List of Plant Species to be planted in the Green Area
S.
No. Scientific Name Standard Name
Time when
flowering/fruiting occurs
1 Ailanthus excels Maharuk January- March
2 Albizialab beck Sirish January- March
3 Alibiziaprocera Safed Sirish January- March
4 Alstoniascholaris Chitwan January- April
5 Anthocephaluscadamba Kadamb August-October
6 Bauhinia variegate Kanchan May-June
7 Buteamonosperma Palash February-April
8 Cassia fistula Amaltas March-June
9 Erythurina indica Dadap July-August
10 Delonex ragia Gulmohar February-June
11 Nyctanthesarbortristis Harsingar Throughout the year
12 Peltophorumpetrocarpurn Copper pod/Flame Yellow
tree
December-May
13 Pongamiapinnata Karanj February-May
14 Spathodeacampamulata Pugtoora (African Tulip) January- March
15 Terminaliaarjuna Arjun April-July
16 Ceiba Petandra Samal April-July
5.7 EMP for Energy Conservation
Energy conservation program will be implemented through measures taken both on energy
demand and supply sides. Energy conservation will be one of the focuses during the project
planning and operation stages. The conservation efforts would consist of the following:
5.7.1 Architectural Design
Public areas will be cooled by natural ventilation as opposed to air conditioning.
Maximization of use of natural lighting through building design.
Passive solar cooling, utilizing building shading through overhangs.
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To minimize environmental impacts of operations as by strict adherence to the EMP.
To initiate environmental monitoring as per approved schedule.
Review and interpretation of monitored results and corrective measures in case
monitored results are above the specified limit.
Maintain documentation of good environmental practices and applicable environmental
laws as ready reference.
Maintain environmental related records.
Coordination with regulatory agencies, external consultants, monitoring laboratories.
Maintain of log of public complaints and the action taken.
5.7.2 Energy Saving Practices
Promoting use of Solar Water Heating.
Use of energy efficient appliances.
Usage of BEE rated motor pumps and chiller plants.
Constant monitoring of energy consumption and defining targets for energy conservation.
Adjusting the settings and illumination levels to ensure minimum energy used for desired
comfort levels.
Sunscreen films on windows to reduce heating inside buildings.
5.7.3 Behavioral change on consumption
Promoting residents awareness on energy consumption.
Training staff on methods of energy conservation and to be vigilant to such opportunities.
5.8 Environment Management System and Monitoring Plan
For the effective and consistent functioning of the proposed housing complex an
Environmental Management System (EMS) shall be established at the site. The EMS shall
include the following:
An Environmental Management Cell (EMC)
Environmental Monitoring – Personnel Training
Regular Environmental Audits and Corrective Action
Standard Operating Procedures, Environmental Plans and other records.
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Environmental Management Cell (EMC)
The developer shall continue an Environmental Management Cell after handover of the flats
or any other suitable appointed authority. The EMC shall be responsible for the
Implementation of environmental management plans and pollution control measures within
the proposed project. EMC shall have regular meetings and look after the following:
1. Operation, maintenance and monitoring of the sewage system.
2. Arrange periodical monitoring of air pollution, noise pollution.
3. Maintenance of roads, gardens, roadside plantations and aesthetic development
along roadsides and parks.
4. Checking of Fire fighting arrangements and first-aid boxes.
5. Checking of security arrangements.
6. Maintenance of records of power consumption for lifts, pump house, street lighting
and for other common services.
7. Keep records of expenditure on maintenance of lifts, parks, sub-station equipments
including replacement of bulbs and tubes for street lighting and common area.
8. Take immediate action in case of emergency arising due to accident, fire, gas
leakage or any natural disaster.
9. Updating of Emergency Action Plan.
10. Disaster Management Plan.
11. Corporate Social Responsibility Scheme.
5.8.2.1 Composition of Environmental Management Cell
Site Manager/ Incharge
EHS Manager
STP Incharge
Horticulturist Solid Waste Management Staff
Coordination with Sustainability Excellence Centre
Fig 5.2: Environment Management Cell
5.8.2.2 EHS Management Cell Structure
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Job profile of manpower constituting EHS Management Cell can be described as follows:
(a) Manager EHS
Shall be responsible for implementation of Environmental Management Plan and assure
regulatory compliance (Environment Clearance Conditions and NOC condition) with all
relevant rules and regulations responsible for EMS, Health and Safety management system
implementation. He shall also be responsible for risk analysis, vulnerability assessment,
response action plans, mitigation & implementation strategies and disaster management
plan.
(b) Horticulturist
Shall be responsible for maintenance of garden and lawns. He shall report to EHS Manager.
5.8.3 Environmental Monitoring
In consultation with the Uttar Pradesh Pollution Control Board (UPPCB), the project
proponents will monitor ambient air quality, noise levels, groundwater quality and quantity,
soil quality and solid wastes in accordance with an approved monitoring schedule. The
monitoring protocol and location selection will have to be done carefully. The construction
phase monitoring and post project monitoring plan including areas, number and location of
monitoring stations; frequency of sampling and parameters to be covered is summarized in
the Tables below. The monitoring will be the responsibility of EMC.
The post operational monitoring program will be under the supervision of the Site Engineer
at the project site. Monitoring will be carried out by recognized laboratories.
Table 5.3: Environmental Monitoring Plan – Operation Phase
Source Monitoring Location Parameters to be monitored
Frequency
Power gensets
emissions Power gensets stacks
PM, SO2, NO2, H/C
Once in quarter or as per requirement of SPCB
Power gensets
noise
At 0.5 m distance from enclosure
Noise level Once in quarter or as per
requirement of SPCB
Ambient Air Quality
At 3 locations (1 inside the complex i.e. basement and 2 outside in surrounding. 1 km zone along predominant
(wind directions)
PM10, PM2.5, SO2, NO2
Once in each non-monsoon season or as
per requirement of SPCB
Ambient Noise At 3 locations (1 inside the complex and 2 outside in
surrounding area)
Day and night equivalent noise
level
Once in a season or as per requirement of SPCB
5.8.4 Awareness and Training
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Training and human resource development is an important link to achieve sustainable
operation of the facility and environmental management. For successful functioning of the
project, relevant EMP shall be communicated to the following groups of people.
A. Residents and Contractors
Residents & contractor shall be made aware of the importance of waste segregation and
disposal, water and energy conservation. This awareness can be provided through leaflets
and periodic housing society meetings. They shall be informed of their responsibilities for
successful operation of various environmental management schemes inside the premises.
B. Site Staff
Relevant personnel at site shall be trained for the following:
Collection, transport, treatment and disposal of solid and hazardous waste.
Requirements of the Disaster Management Plan in case of an emergency.
Techniques for waste minimization, water conservation and energy conservation.
Applicable environmental health and safety regulation and compliance requirements for
the same.
Environmental Management System including environmental monitoring, reporting and
documentation needs.
5.8.5 Record Keeping and Reporting
Record Keeping and reporting of performance is an important management tool for ensuring
sustainable operation of the complex. Records shall be maintained for regulatory, monitoring
and operational issues.
Environmental Audits and Corrective Action Plans
To assess whether the implemented EMP is adequate, periodic environmental audits will be
conducted by the Environmental Division. These audits will be followed by corrective action
plans (CAP) to correct various issues identified during the audits.
5.8.6. Maintenance of Proposed Project
1. The dedicated team shall be deployed for up keeping and maintenance of complex.
2. The project maintenance cell shall be situated near main gate in the main receiving
station complex. It shall be managed for 24 hours.
3. The security of the complex will be assigned to a private security agency. Entrances
shall be guarded by security guards for 24 hours, if in use.
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4. The power consumption for lifts, pump house, street lighting and other common services
shall be separately metered and charged to the occupants on monthly basis.
5. Expenditure on maintenance of lift, parks and substation equipment including
replacement of bulbs and tubes for street lighting and common area will also be charged
to the occupants.
6. Services like collection and disposal of garbage, sweeping of area, maintenance of
drains and sewer lines shall be assigned to expert agencies and would be charged to the
occupants.
Table 5.4: Proposed Matrix of Environmental Mitigation Measures
Area Mitigation Measures
Construction Stage:
Water Quality Proper sanitation and drinking water facilities for construction workers will be provided by the contractor at the construction site to avoid unhygienic condition at site.
Air Quality Dust suppression measures will be undertaken such as regular sprinkling of water around vulnerable areas of the construction site by suitable methods to control fugitive dust during earthwork and construction material handling / over hauling.
Properly tuned construction machinery and vehicles in good working condition with low noise and emission will be used and engines will be turned off when not in use.
Noise level Protective gears such as ear mufflers etc. will be provided to construction personnel exposed to high noise levels.
All the construction machineries/equipments shall be maintained regularly to avoid noise generation.
Construction activity will be limited to day-time hours only.
Solid wastes Waste construction materials will be reuse in backfilling and road leveling and excess construction debris will be disposed at designated places in tune with the local norms.
Landscape Appropriate landscape including plantation of evergreen and ornamental flowering trees, palms, shrubs and ground covers at open spaces within the complex will be done, which would serve the dual purpose of controlling fugitive dust and improving the aesthetics of the area.
Safety Adequate safety measures complying with the occupational safety manuals will be adopted to prevent accidents / hazards to the construction workers.
Other Provision store for the workers Recreation facilities for the workers First Aid facilities Crèche for the children of workers
Operation Stage:
Water quality The required Sewage will be discharged into municipal sewer No raw sewage shall be discharged into water or land.
Air quality Backup Power gensets will comply with the applicable emissions norms.
Adequate stack height for Power gensets will be provided as per norms.
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Area Mitigation Measures
Backup Power gensets will be used only during power failure. Regular monitoring of emissions from POWER GENSETS sets and
ambient air quality will be carried out as per norms. Ventilation for the basement to evacuate the stale air. Dense plantation along with boundary to attenuate air pollutants.
Noise level Power gensets will be installed in the basement to minimize the vibration and impact on ambient noise.
Power gensets room will be treated acoustically as per norms to control the noise from Power gensets.
Pumps, compressors, Power gensets etc. will be properly maintained for fuel efficiency and noise control.
Personal protective equipment will be provided to the maintenance staff working in high noise areas.
Solid wastes Solid wastes will be segregated into organic and inorganic components.
The recyclable inorganic wastes will be sold to prospective buyers. The bio-degradable wastes will be transferred into a designated
collection point for disposal by hired agency.
Hazardous wastes Used/spent oil from Power gensets will be sold to registered recyclers.
Rainwater harvesting
Adequate rainwater harvesting will be provided by means of recharge into the groundwater.
Fire protection Adequate fire protection facilities will be installed including fire detectors, fire alarm and fire fighting system as per National Building Code of India.
Landscape Suitable green belt will be developed as per landscaping plan in and around the site using local flora, which will enhance the ecology.
Proper maintenance of landscape round the year including Replacement of the decayed plants.
Safety Adequate safety measures complying with the occupational safety manuals to prevent accidents / hazards to the maintenance workers.
Others The building will be provided energy efficient lighting & ventilation and control of indoor environment.
Undertaking all necessary pollution control measures to maintain the emissions to maintain and discharges within the prescribed / stipulated limits.
Recreation/wellness facilities for the residents &employees
5.8 Environmental Budget
The budget provisions have been kept in the project cost towards the environmental
protection, control & mitigation measures and implementation of the EMP, both during the
construction and operation phase.
Table 5.5: Environmental Monitoring Costs
S. No.
Particulars Parameters No. of sample Frequency Approx. Cost /Annum (Rs.)
1. Ambient Air Monitoring
PM2.5
, PM10
, SO2, &
NO2
3 samples covering whole
site
Pre-monsoon &
Post monsoon 30,000
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2. Water Quality
Monitoring
As per IS:10500 Drinking Water Specifications
At least two location
Pre-monsoon &
Post monsoon 20,000
3. Noise Level Monitoring
24 Hrs. Noise Level (CPCB Standards)
3 samples covering whole
site
Pre-monsoon &
Post monsoon 10,000
4. Soil Test
pH, Colour, Texture, Bulk
Density, Organic matter, NPK,
Alkalinity, Acidity, heavy metals,
Alkalinity, Porosity, Permeability &
WHC.
1 sample (composite)
Pre-monsoon &
Post monsoon 10,000
5. Power gensets stack emission
SPM, NO
X,SO
X,CO, HC,
As per Power gensets
Pre-monsoon &
Post monsoon 20,000
6. Treated Effluent
Monitoring
pH, TDS, BOD, COD and
Conductivity
Pre-monsoon &
Post monsoon 80,000
Miscellaneous 10,000
Total Rs. 1,80,000
Table 5.6: Summary matrix of predicted impacts and mitigation measures
S. No
Environmental
components
Potential impacts
Potential source of impact
Controls through EMP
& design
Impact evaluation
Remedial measures
1. Groundwater Quality
Ground water contamination
Construction Phase Waste water
generated from Labor tents.
Septic Tank No significant impact as majority of laborers would be locally deployed.
Operation Phase Sewage
disposal
No sewage shall be discharged into water or land.
No significant negative impact on ground water quality envisaged.
In an unlikely event of soil & ground water contamination, remediation measures shall be implemented.
2. Groundwater Quantity
Ground Water Depletion
Construction Phase Use of ground
water for construction activity.
Controlled withdrawal of ground water for construction activities.
No significant impact on ground water quantity.
Operation Phase Municipal
water will also
Storm water collection for Water
No significant impact on
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S. No
Environmental
components
Potential impacts
Potential source of impact
Controls through EMP
& design
Impact evaluation
Remedial measures
be tapped to supplement the supply during operation.
Harvesting.
Awareness Campaign for reduced water use by occupants.
ground water quantity envisaged.
4. Air Quality
Dust Emissions
Construction Phase All heavy
construction activities.
Dust suppression through water sprinkling using water trucks, handheld sprays and automatic sprinkler systems.
Vehicles transporting loose construction material should be covered.
Contractors will be advised to provide dust masks for the employed labour.
Not significant because dust generation will be temporary and will settle fast due to dust suppression techniques used.
Emissions of PM, SO2, NO2 and CO
Construction Phase Operation of
construction equipment and vehicles during site development.
Rapid on site construction
Improved maintenance of equipments.
Not significant
Regular monitoring of emissions and control measures to reduce the emission levels.
Operation Phase Power
generation through Power gensets Operation.
Emissions from vehicular traffic.
Stacks will be provided of adequate height.
Green belt to be provided with specified species to
Not significant.
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S. No
Environmental
components
Potential impacts
Potential source of impact
Controls through EMP
& design
Impact evaluation
Remedial measures
help reduce PM levels.
5. Noise Environment
Noise emissions
Construction Phase Operation of
construction equipment and vehicles during site development.
Equipments should be fitted with silencers, where applicable and maintained well.
Providing noise shields near heavy construction operations.
Construction activity will be limited mostly to daytime hours only.
Use of PPE
Operation Phase Noise from vehicular movement and Power gensets operation.
Peripheral plantations.
Providing Acoustic Enclosures on POWER GENSETS Sets.
Not significant short-term exposure within permissible limit.
6. Land Environment
Soil contamination
Construction Phase Disposal of
construction debris.
Construction debris will be collected and suitably used on site as per construction waste management plan.
Impact will be local, as any waste generated will be reused for construction activities. Not significant.
Operation Phase Dumping of
municipal solid waste on land.
Handling of
Solid waste from site will be collected on a daily basis and managed as per MSW Rule.
Waste oil
Not Significant Negligible
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S. No
Environmental
components
Potential impacts
Potential source of impact
Controls through EMP
& design
Impact evaluation
Remedial measures
waste oil from Power gensets
generated will be sold to authorized recyclers
impact
7. Biological Environment (Flora and Fauna)
Removal of Flora and Fauna on site. Increase of Green Cover
Construction Phase Site
development during construction.
The site comprises of abandoned agriculture land.
No negative impact
--
Operation Phase Plantations
along the periphery of the complex.
Plantations of species that are native to the area, fast growing and with good canopy cover.
Beneficial impact
8. Socio -Economic Environment
Population displacement and economic impact
Construction Phase No relocation
is involved. Constructional
activities
Compensation has been provided to the land owners
Employment for laborers
No negative impact Beneficial impact
--
Operation Phase Site operation.
Project will provide employment opportunity.
Boost to local market for increased demand in goods of daily need.
Beneficial impact
--
9. Traffic Pattern
Increase of Vehicular traffic
Construction Phase Heavy
vehicular movement during construction.
Heavy vehicular movement will be restricted to daytime only and adequate parking facility will be provided.
No negative impact
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S. No
Environmental
components
Potential impacts
Potential source of impact
Controls through EMP
& design
Impact evaluation
Remedial measures
Operation Phase Increased
traffic from the proposed project.
Vehicular movement will be regulated
Adequate parking space provided.
Moderate negative impact
CHAPTER 6
DISASTER MANAGEMENT
6.0 Introduction
Disasters continue to strike unabated, without notice and are perceived to be on the increase
in their magnitude, complexity, frequency and economic impact. These hazards pose a
threat to the people, structures or economic assets and assume disastrous proportions when
they occur in areas of dense human habitations.
6.1 Disaster occurs due to
a) Emergencies on account of
Fire
Explosion
Electrocution
b) Natural calamity on account of
Earthquake
Lightning
Storm
Epidemics
6.2 Need and Objectives of Disaster Management Plan
The Disaster Management Plan is designed to:
Anticipate the types of disasters that are most likely to occur;
Identify the possible effects of any disaster that may occur;
Identify the preventative and mitigating strategies to deal with any possible
disaster;
Involve all role players in a coordinated manner to respond to the challenges
posed in disaster situations;
Procure essential goods and services for disaster management;
Identify the weaknesses in respect of capacity and skills to deal effectively with
disaster situations;
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Provide essential training in skills and to promote awareness and preparedness in
respect of the occurrence of disasters; and
Plan in advance the relief operations that may be required or to be exercised in
disaster situations.
6.3 Identification and Assessment of Hazards
This stage is crucial to both on site and off site emergency planning and requires
systematically identifying what emergencies could arise. These should range from small
events, which can be dealt with plant personnel without outside help to the largest event for
which it is practical to have a plan. Experience has shown that for every occasion that the full
potential of an accident is realized, there are many occasions when some freak event occurs
or when a developing incident is made safe before reaching full potential.
The assessment of possible incidents should produce a report indicating the
worst events considered
The route to those worst events
The time scale to lesser events along the way
The size of lesser events if their development is halted
The relative likelihood of events
The consequences of each event
6.3.1 Disaster Preventive Measures
It is not easy to control any disaster if contingency plans are not available. For effective
control of disaster, adequate manpower, technical know- how, alertness and internal help
are the prime requirements. It is always better to take preventive measures to avoid any
disaster. In the proposed project following prevention measures will be taken to prevent
disaster:
Design, manufacture and construction of the building will be as per national and
international codes as applicable in specific cases and lay down by the
appropriate statutory authorities.
Routes for escape during disaster are provided.
(iii) Guidelines for Disaster Management Plan
A Disaster Management Plan (DMP) is formulated for better and safe management. The
DMP will include the following elements:
Assessment of the size and nature of the events foreseen and the probability of
their occurrence
Formulation of the plan and liaison with authorities, including the emergency
services
Appointment of key personnel and their duties and responsibilities
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Action on-site
Action off-site
6.4 Appointment of Personnel and Definition of Duties
Effective emergency plans require that, in the event of an accident, nominated individuals be
given specific responsibilities, often separate from their day-to-day activities. The two
principal people are the site incident controller and the site main controller. Senior
management personnel will be appointed to act as site main controller and personnel junior
to him as site incident controller. The site incident controller will take control of the incident.
The responsibilities of the site incident controller include the following:
To assess the scale of the incident (both for internal & external emergency);
To initiate the emergency procedures to secure the safety of persons and
minimize loss of material;
To direct rescue and fire-fighting operations until (if necessary) the fire brigade
arrives;
To search for casualties;
To arrange evacuation of the building;
To assume the responsibilities of the site main controller pending his or her
arrival; and
To provide advice and information as requested to the emergency services.
The site main controller will be chosen from the senior management of the works with
general responsibility of directing operations from the emergency control center after
relieving the site incident controller of the responsibility for overall control. The specific
responsibilities of the site main controller include:
To decide (if not decided already) whether a major emergency exists or is likely,
requiring the emergency services and the off-site emergency plan.
Continually to review and assess possible developments to determine the most
probable course of events.
To ensure that casualties are receiving adequate attention.
To liaise with Chief Officers of the fire and police services.
To arrange for a log of the emergency to be maintained.
To issue authorized statements to the news media.
To control rehabilitation of affected areas after the emergency.
6.4.1 Procedure for Treatment
First aid parties will render first aid to casualties at the place of occurrence and those
requiring further treatment would be transported to the nearest hospital by ambulance. The
following phone numbers will be prominently displayed in the proposed academic block:
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Fire Office
Police Station
Nearest Hospital
District Administration
First Aid
It is necessary to give first aid to the persons injures in the disaster. Doctor and paramedical
staff will be made ready during emergency. There will be adequate first aid facility available
to meet the workload.
Repair Services
Repair of damaged parts of the buildings will be taken up. Essential public utility services viz.
water, electricity and sewerage system will be maintained in the case of a disaster.
Fire Fighting Services
Required fire fighting arrangements will be provided in the proposed academic block. All
regulations for prevention of fire will be enforced. The following provisions will be made like
Automatic Fire Alarm and Detection System, Manual Fire Alarm and Sprinkler System.
Following three teams will be created:
Fire Fighting Team
Rescue / Salvage Team
Picket / Cordon Party
In case of emergency different teams will perform the following duties:
a) Duties of fire fighting team
On hearing the fire alarm rush to the scene of fire
Try to rush the fire with the help of fire extinguishers, hose reels and hydrants
(internal / external)
Act as per the directions of fire officers at site
The members of fire fighting teams shall enter the building in pairs
The exit routes shall be marked
Do not open the doors / windows, it will fan the fire
Direct the jet of water at the seat of fire
If the room is full with smoke, do not walk in it. Tie a wet cloth on mouth and crawl
towards the exit
Help in fire fighting to the Fire Brigade Personnel
b) Duties of Rescue/Salvage Plan
On hearing the fire alarm rush to the scene of fire
Rescue the trapped person if any inside the building
Salvage the important documents / materials and keep them away at a safer place
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Modification of Integrated Township – Sri Radha Vrindavan Chandra Mandir, Krishna Lila Theme Park and Group Housing at Vrindavan, Mathura
Always enter in pairs
Mark the Exit points
Help the fire fighting team after work of rescue/salvage is over
c) Duties of Picket / Cordon Party
On hearing the fire alarm reach the site of accident
Cordon the area of fire (building involved in fire) as some miscreants tries to steal the
material
Do not allow to crowd the persons who are not the members of fire frightening
/salvage / rescue party
Keep vigil on all persons assembled at the site
d) Traffic Control
The free movement of the fire vehicle and ambulance at the scene of fire/emergency is very
important and therefore, the security personnel on the duty ensure that all the roads at the
scene of fire/emergency are kept clear and free from obstruction. Persons arriving by motor
transport at the scene of fire / emergency will not be allowed to park their vehicle within 100
meters of fire.
Preventive Measures for Earthquake
An earthquake is a series of underground shock waves and movements on the earth‟s
surface caused by natural processes writhing the earth‟s crust.
The proposed building lies in Seismic Zone-III. The proposed building will be
seismically resistant and designed as per the following IS: Code
IS 1893:2002 Criteria for Earthquake Resistant Design of Structure
IS 4326:1993 Earthquake Resistant Design & Construction of Buildings – Code of
Practice
IS 13920:1993 Ductile Detailing of Reinforced Concrete Structures subjected to
Seismic Forces – Code of Practice
Contingency Plan
The following plan shall be followed:
Site incident controller officer takes overall charges of the situation
Emergency controller assesses the situation for possible after effect of the fire in the
plant and the surrounding areas likely to get affected
Emergency controller Informs local authority to send fire tenders
Emergency controller informs the people of likely affected area to leave the area and
move to other area, if necessary
Controls the traffic and law and order
Arranges medical aid and for the affected people
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Emergency controller arranges inspection of affected area to get the first hand
knowledge of damages occurred.
Other Provisions as per BOCW Act, 1996
Provision of Safety Committee Meeting.
Provision of Crèche facility wherein 40 or more woman workers are employed.
Medical and first aid facility with ambulance and trained driver.
Sanitary and safe drinking water facilities.
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CHAPTER 7
CONCLUSION
M/s Hare Krishna Movement proposed to modification of “Sri Radha Vrindavan Chandra
Mandir, Krishna Lila Theme Park and Group Housing” conforming to the prevailing
government norms and regulations.
Based on the environmental assessment, the associated potential adverse environmental
impacts can be mitigated to an acceptable level by adequate implementation of the
measures as stated in the EMP. Some of the measures adopted for the proposed project
are:
Energy conservation in building and use of renewable energy resources
Use of mobile toilets and mobile STP during construction phase and reutilization of
treated water for construction purposes
Use of low embodied energy materials
Use of fly-ash in bricks and concrete replacing cement as per design
Green belt, avenue plantation and children‟s play ground
Use of plastic and plastics bags in road constructions
Provide permeable paving to control surface water runoff
Rainwater harvesting implementation in consultation with CGWB
Provision of energy efficient fixtures and construction materials like BEE rated motor
pumps and chiller plants
Meet all requirements for buildings in moderate earthquake prone areas
Comprehensive Solid Waste Management Plan including bio-composting
Provision of fire alarms and water sprinklers
Disabled- friendly design with ramps, etc
Provision of welfare schemes to workers
Commitment to engaging local people and businessmen for maintenance and repair
work
Hence, it may be concluded that the project will have significant positive economic and
social impact on the local community apart from meeting the housing needs of the
occupants, without bearing any significant adverse environmental impacts.