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Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 1
I) Basic information
S. No. Item Details
1 Name of the project/s M/s. SMR Builders Pvt. Ltd.
Residential Complex
2 S. No. in the schedule Project Activity – 8a
Category B(B2)
3 Proposed capacity /area/ length/
tonnage to be
handled/command area/lease
area/ No of the well to be drilled
Blocks No. of
Floors
No.
of
Flats
Area
(Sq.mts)
Block-A G+19 39 17,464.62
Block-B G+19 39 17,464.62
Block-E G+19 79 20,021.00
Block-J G+19 119 19,861.52
Block-K G+19 79 17,010.22
Block-L G+19 79 17,010.22
Amenit
ies
Block
G+5 3800.2
Total 434 1,12,632.4
Parking:
BASMENT
– 1
SQ.MTS
BASMENT
– 2
SQ.MTS
BASMENT
– 3
SQ.MTS
BLOCK A 1871.37 2011.42 2011.42
BLOCK B 1871.37 2011.42 2011.42
BLOCK E 1871.37 2011.42 2011.42
BLOCK J 1871.37 2011.42 2011.42
BLOCK K 1871.37 2011.42 2011.42
BLOCK L 1871.37 2011.42 2011.42
TOTAL 11228.22 12068.52 12068.52
( In Square Meters)
Total Area of the residential flats: 1,12,632.4
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 2
Total Parking Area : 35365.26
Total Built-up area : 1,47,997.66
4 New/Expansion /Modernization New Project. This is semi constructed project
which was taken over by current
Management recently. The total area of the
plot is 21.35 Acres. Out of this in the first phase
it is proposed to develop 9.237 acres. The
total cost of the project is Rs. 350 Crores
5 Existing capacity/Area etc… NA
6 Category of project A or B Category B ( ‘B2’) As Area is less than 1,50,000
Square Meters, the proposed project comes
under category B2
7 Does it attract the general
condition? If yes please specify
No
8 Does it attract the specific
condition? If yes please specify
No
9 Location
Plot/ survey /Khasra no
Village
Tehsil/Mandal
District
State
Sy.No: 113 to 119, 121 &126
Kondapur (V),
Serilingampally (M),
Ranga Reddy District
Telangna
10 Nearest Railway station/Air port
along with the distance in kms
LIngampally – 4.0 Kms
Shamshabad Air port – 40 KM
11 Nearest Town, City, District
Headquarters along with distances
in kms.
This is Part of Hyderabad City
12 Village Panchayats Zilla Parishad
Municipal Corporation, Local body
(complete postal Address with
telephone no. to be given
Greater Hyderabad Municipal Corporation
13 Name of the applicant Mr. S. Ram Reddy,
Chairman & Managing Director
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 3
14 Registered address SMR House,
Plot No 73,
Nagarjuna Hills,Panjagutta,
Hyderabad -500 082
Ph: +91 40 2335 3722, 2335 3726
Fax: +91 40 2335 3297
15 Address of the correspondence
Name
Designation /owner/partner/CEO
Address
Pin code
Telephone no
Fax no
Mr. S. Ram Reddy,
Chairman & Managing Director
SMR House,
Plot No 73,
Nagarjuna Hills,Panjagutta,
Hyderabad -500 082, Telangana
Ph: +91 40 2335 3722, 2335 3726
Fax: +91 40 2335 3297
16 Details of Alternative Sites
examined if any.
Location of these sites Should be
shown on a Topo sheet.
This Semi Constructed site was taken over by
SMR Builders (P) Limited from Kondapur
Towers (P) Limited and will be developed by
SMR Builders (P) Limited
17 Interlinked Projects No
18 Whether separate application of
interlinked projects has been
submitted
Not Applicable
19 If yes, date of submission Not Applicable
20 If no reason Not Applicable
21 Whether the proposal involves
approval / clearances under: if
yes, details of the same and their
status to be given.
(a) The Forest (conservation) Act,
1980?
(b) The Wild life (protection)Act,
1972?
(c) The C.R.Z notification, 1991?
No
No
No
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 4
22 Whether there is any Government
order/policy relevant/relating to
the site?
No
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.
No
(II) Activity
1.0 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 sources of information data
1.1 Permanent or temporary change
in land use, land cover or
topography including increase in
intensity of land use (with respect
to local land use plan)
Yes The proposed project activity is
construction of Residential Complex.
The site area is located in GHMC area.
Part of the site is under development
and is taken over by SMR Builders. This
area is earmarked as residential zone as
per the Master plan of Hyderabad
Urban Development Authority.
1.2 Clearance of existing land,
vegetation and buildings?
No The land is semi constructed. Except
few bushes, there is no vegetation
1.3 Creation of new land uses? Yes The purpose of proposed project is
construction of Residential Complex
hence there will not be any change in
land use
1.4 Pre-construction investigations
e.g. bore holes, soil testing?
Yes Soil bearing tests were conducted
before construction of current blocks by
previous management.
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 5
1.5 Construction works? Yes The project is residential complex. 3
blocks were constructed by previous
Management and another 3 blocks
would be constructed as a part of the
plan
1.6 Demolition Works? Yes There will be partial demolitions to
modify the existing structures
1.7 Temporary sites used for
construction works or housing of
construction works?
Yes Temporary shelters for construction
workers are not required as f labor will
be hired from the surrounding locations
1.8 Above ground buildings,
structures or earthworks including
linear structures, cut and fill or
excavations
Yes The proposed development is
Construction of Residential Complex.
Cut and fill activity will be there for
basement and foundations
1.9 Underground works including
mining or tunneling?
No Not Applicable as this is a Construction
of Residential Complex.
1.10 Reclamation Works? No Not envisaged.
1.11 Dredging? No Not Applicable as this is a Construction
of Residential Complex.
1.12 Offshore structures? No Not Applicable as this is a Construction
of Residential Complex.
1.13 Production and manufacturing
processes?
No No manufacturing activity.
Activity is Construction of Residential
Complex.
1.14 Facilities for storage of goods or
materials?
Yes Storage space of building materials will
be earmarked onsite.
1.15 Facilities for treatment or disposal
of solid waste or liquid effluents?
Yes Solid waste generated from the
construction includes rubble, used up
cement, broken bricks etc, which will be
used for filling up low lying areas during
developmental stage.
Treated liquid effluents from domestic
waste water will be used for flushing
and gardening and rest would be sent
to municipal drains.
STP Sludge will be used as manure in
green belt development
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 6
1.16 Facilities for long term housing of
operational workers?
No Manpower requirement of operational
workers is nominal and will be recruited
from surroundings therefore no long
term housing facilities are envisaged.
1.17 New road, rail or sea traffic during
construction or operation?
No Existing facilities will be used for the
proposed project.
1.18 New road, rail, air waterborne or
other transport infrastructure
including new or altered routes
and stations, ports, airports etc?
No Not envisaged
1.19 Closure or diversion of existing
transport routes or infrastructure
leading to changes in traffic
movements?
No Not envisaged
1.20 New or diverted transmission lines
or pipelines?
No -
1.21 Impoundment, damming,
culverting, realignment or other
changes to the hydrology of
watercourses or aquifers?
No The proposed development will not
disturb the natural terrain of the area
and will not disturb the water courses in
any ways i.e. no drain flows through the
site.
Rain Water Harvesting system is
proposed to recharge the GWL
1.22 Stream crossings? No There are no stream crossings the
proposed site.
1.23 Abstraction or transfers of water
from ground or surface waters?
Yes Water requirement of the project will be
met from HMWS&SB
1.24 Changes in water bodies or the
land surface affecting drainage
or run-off?
No The development will be carried out
with no disturbance to major water or
the land surface, affecting drainage or
runoff.
1.25 Transport of personnel or
materials for construction,
operation or decommissioning?
Yes Transportation of personnel or material
will be by trucks on road
Lead distances of various raw materials
are given at Annexure I
1.26 Long-term dismantling or
decommissioning which could
No Not envisaged
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 7
have an impact on the
environment?
1.27 Ongoing activity during
decommissioning which could
have an impact on the
environment?
No Not envisaged
1.28 Influx of people to an area in
either temporarily or
permanently?
Yes Total of 434 flats are proposed. The
local area is developing at a faster
pace due to development in the
surrounding areas.
1.29 Introduction of alien species? No --
1.30 Loss of native species or genetic
diversity?
No --
1.31 Any other actions? No --
2.0 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 sources of information data
2.1 Land especially undeveloped or
agricultural land (ha)
No This is semi constructed project which
was taken over by current
Management recently. The total area
of the plot is 21.35 Acres. Out of this in
the first phase it is proposed to develop
9.237 acres. The total cost of the project
is Rs. 350 Crores
2.2 Water (expected source &
competing users) Unit : KLD
Yes Water Requirement : 400 KLD
Fresh water requirement – 250 KLD
Source: HMWS&SB.
Recycled water –150 KLD
Source : S.T.P
2.3 Minerals (MT) Yes Not Applicable as this is a construction
project.
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 8
2.4 Construction material – stone,
aggregates, and / soil (expected
source- MT)
Yes Construction materials like coarse
aggregate, fine aggregate, granite.
Kota stone, Dolhpur stone, Marble,
bricks, sand, cement, steel will be used.
The raw materials will be sourced from
local dealers & traders.
Estimated quantities are given at
Annexure II
2.5 Forests and timber (source – MT) Yes Wood will be used only for preparing
window and door frames.
The required timber will be procured
from local authorized timer dipos
2.6 Energy including electricity and
fuels (source, competing users)
Unit: fuel (MT), energy (MW)
Yes Power Required : 2650 KVA
Source: Central Power Distribution
Company Limited (TSCPDL).
Back-up power: 2 x 500KVA DG sets for
emergency during power failures.
Fuel: HSD required @300 Liters, will be
sourced from local traders
2.7 Any other natural resources (use
appropriate standard units)
No Not Applicable
3.0 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 sources of information data
3.1 Use of substance or materials,
which are hazardous (as per
MSIHC rules) to human health or
the environment (flora, fauna,
and water supplies)
No Only HSD in small quantities will be used
for back up power DG sets. Paints are
used during construction
3.2 Changes in occurrence of
disease or affect disease vectors
(e.g. insect or water borne
diseases)
No
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 9
3.3 Affect the welfare or people e.g.
by changing living conditions?
Yes Good quality housing is proposed with
good living environment for 434 families
3.4 Vulnerable groups of people
who could be affected by the
project e.g. hospital patient’s
children, the elderly etc.,
No --
3.5 Any other causes No --
4.0 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 sources of information data
4.1 Soil, overburden or mine wastes No --
4.2 Municipal waste (domestic and
or commercial wastes)
Yes Garbage – 500 kgs/day
4.3 Hazardous wastes (as per
Hazardous Waste Management
Rules)
No Used Oils from – 100 LPA
Used Batteries – 3no’s/year
Transformer Oil – 40 LPA
4.4 Other industrial process wastes No Not Applicable
4.5 Surplus product No Not Applicable
4.6 Sewage sludge or other sludge
from effluent treatment
Yes Sewage Sludge @ 25 kg/d will be used
as manure for green belt development.
4.7 Construction or demolition
wastes
Yes During construction some amount of
construction debris may be generated
which will be segregated and whatever
re-saleable will be sold to supplier and
rest waste will be used for filling up of
low lying areas and development of
internal roads and boundary walls etc
4.8 Redundant machinery or
equipment
No Most of the equipment used for the
construction will be hired.
4.9 Contaminated soils or other
materials
No No soil contamination is anticipated as
the proposed project is a construction
project all the waste generated will be
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 10
in the form of solid waste of reusable
nature.
4.10 Agricultural wastes No Not Applicable
4.11 Other solid wastes No --
5.0 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 sources of information data
5.1 Emissions from combustion of
fossil fuels from stationary or
mobile sources
Yes Emissions will be mainly from vehicles
moving at the project site during
construction and operation period and
secondly from the 2 x 500 KVA DG sets
used for backup power source
operated only during power failures
only for a short duration.
As HSD will be used for the DG sets, the
main emissions will be SO2 and NOx.
For Proper dispersion of pollutants, the
stack height meeting CPCB Norms will
be maintained.
5.2 Emissions from production
processes
NO Only emissions would be from Kitchen
5.3 Emissions from materials handling
including storage or transport
Yes Vehicular emissions are anticipated
both during construction and during
operation.
5.4 Emissions from construction
activities including plant and
equipment
Yes Fugitive emissions are likely during
construction activities from the
materials. These are temporary in
nature.
The main emissions during the
construction will be PM from the loading
and unloading of materials on the site.
SO2 and NOx from the combustion of
fossil fuels and from vehicles.
5.5 Dust or odors from handling of
materials including construction
Yes The particulate matter will be mainly
generated from loading and unloading
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 11
materials, sewage and waste. of the material at the site.
Other municipal solid waste will be
disposed off to the Municipal solid
waste dump yard.
The construction material will be
handled carefully to prevent any spill
over or wastage. Construction labor will
be provided with proper sanitation to
avoid any unhygienic conditions.
Therefore no odor generation is
expected
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 --
6.0 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 sources of information data
6.1 From operation of equipment
e.g. engines, ventilation plant,
crushers
Yes Noise is anticipated during construction
activities, movement of construction
material and use of machinery.
These are temporary in nature and will
be minimized by adopting proper
maintenance such as greasing, oiling
and insulations (acoustic enclosures) for
DG Set.
6.2 From industrials or similar
processes
No --
6.3 From construction or demolition Yes Construction activity create noise and
vibrations.
These will be temporary in nature and
will be phased out once the
construction is over.
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 12
6.4 From blasting or piling No --
6.5 From construction or operational
traffic.
Yes Yes during the construction. Once the
flats are completed, two wheelers and
Cars can create noise
6.6 From lighting or cooling systems No --.
6.7 From any other sources No --
7.0 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 sources of information data
7.1 From handling, storage, use or
spillage of hazardous materials
No Used batteries and waste oil shall be
stored separately and shall not lead to
contamination of land during normal
operation.
7.2 From discharge of sewage or
other effluents to water or the
land (expected mode and
place of discharge )
No The sewage shall be treated to achieve
the standards prescribed by MoE&F
during operation phase. While the
discharges from temporary toilets during
construction shall be sent to septic tank
followed by municipal sewer lines.
7.3 By deposition of pollutants
emitted to air into the land or
into water
No No pollutants are emitted in to air.
Hence no deposition of pollutants into
land or water.
7.4 From any other sources No --
7.5 Is there a risk of long term build
up of pollutants in the
environment from these sources?
No Proper Environmental management
plan will be followed for air, water, noise
and solid waste. Hence no long term
impacts are envisaged.
8.0 Risk of accidents during construction or operation of the Project, which could
affect human or the environment
S. No. Information /Checklist
confirmation
Yes/
No
Details thereof (with approximate
quantities /rates, wherever possible )
with sources of information data
8.1 From explosions, spillages, fires No Fire hydrant and Fire fighting systems will
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 13
etc from storage, handling, use
or production of hazardous
substances
be installed and safety precautions will
be followed as per the safety rules.
Only Diesel in small quantity and paints
during construction phase will be
flammable material used and stored.
8.2 From any other causes No Not Applicable
8.3 Could the project be affected
by natural disasters causing
environmental damage (e.g.
floods, earthquakes, landslides,
cloudburst etc)?
No The project site is located at a higher
elevation and the seismic zone for the
project area is Zone-II, which is
considered safe.
9.0 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 activates in the locality
S. No. Information /Checklist
confirmation
Yes/No Details thereof (with approximate
quantities /rates, wherever possible )
with sources of information data
9.1 Lead to development of
supporting. utilities, ancillary
development or development
stimulated by the project which
could have impact on the
environment e.g.:
Supporting infrastructure
(roads, power supply,
waste or waste water
treatment, etc.)
Housing development
Extractive industries
Supply industries
Other
Yes
Yes
Yes
No
No
No
The proposed project is a
construction of Residential Complex.
So it leads to development of
supporting facilities and ancillary &
related activities.
Existing
9.2 Lead to after use of the site,
which could have impact on the
environment
No --
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 14
9.3 Set a precedent for later
developments
Yes The area is developed residential
and commercial area.
9.4 Have cumulative effects due to
proximity to other existing or
planned project as with similar
effects )
No --
(III) Environment Sensitivity
S. No. Areas Name/
Identity
Aerial distances (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 values
Yes Kasu Brahmananda Reddy National
Park - 9.6 KM
2. Areas which are important or
sensitive for ecological reasons –
Wetlands, water courses or other
water bodies, coastal zone,
biospheres. Mountains, forests
Yes Osman sagar – 8.4 kms upstream
Duram Cheruvu – 8.0 KM
3. Areas and by protected,
important or sensitive species of
flora or fauna for breeding,
nesting, foraging, resting, over
wintering, migration
Yes Kothaguda RF – 2.3 kms
4. Inland, coastal, marine or
underground waters
No Few rain fed tanks within 10 KM radius
of the site
5. State, National boundaries No -
6. Routes or facilities used by the
public for access to recreation
or other tourist, pilgrim areas
No Durgam Cheruvu is boating area &
Silparamam cultural importance
7. Defense installations No None
8. Densely populated or built-up
area
Yes The area is developing into a densely
populated area.
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 15
9. Areas occupied by sensitive
man-made land uses (hospitals,
schools, places of worship,
community facilities )
Yes There are many colleges, schools,
hospitals and places of work ship
within 10 KM radius
10. Areas containing important, high
quality or scarce resources
(ground water resources, surface
resources, forestry, agriculture,
fisheries, tourism, minerals)
Yes
Osman Sagar within 10 KM radius
which is one the drinking water
source for Hyderabad
11. Areas susceptible to natural
hazard which could cause the
project to present environmental
problems (earthquakes,
subsidence, landslides, erosion,
flooding or extreme or adverse
climatic conditions)
No --
IV. Proposed Terms of Reference for
EIA Studies
B-2 Category Project
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 16
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 17
FORM-1 A
(Only for construction projects listed items 8 of the Schedule)
CHECK LIST OF ENVIRONMETNAL IMPACTS
(Projects 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
S.N
o.
ITEM DETAILS
1.1 Will the existing land use get
significantly altered from the
project that is not consistent with
the surroundings? (Proposed
landuse must conform to the
approved Master Plan /
Development Plan of the area.
Change of landuse if any and the
statutory approval from the
competent authority be submitted).
Attach Maps of (i) site location, (ii)
surrounding features of the
proposed site (within 500 meters)
and (iii)the site (indicating levels &
contours) to appropriate scales. If
not available attach only
conceptual plans.
The proposed project is Construction of
Residential complex.
This area is earmarked as residential Zone by
HMDA. The project is in semi construction stage
and was taken over by the current
management
1.Topo Map – Annexure - I
2. Base Map of the Area – Annexure II
3. Land Use certificate – Annexure III
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.
The major requirements of the project is
summarized as below:
1. Plot area This is semi constructed
project which was taken
over by current
Management recently.
The total area of the plot
is 21.35 Acres. Out of this
in the first phase it is
proposed to develop
9.237 acres.
2. Built-up
area
1,47,997.66 Sq.mts
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Pridhvi Envirotech (P) Ltd,Hyderabad. Page 18
3 No. and
type of flats
5 BHK flats -78
4 BHK Flats -79
3 BHK Flats -277
Total - 434 Flats
4 Water
consumptio
n
Daily water demand will
be 400 KLD (250 KLD fresh
water demand + 150 KLD
recycled STP treated
water).
The fresh water Demand
will be met from HMWS&SB
5 Power
requirement
2650 KVA
6. Connectivit
y facilities
The project is well
connected with the
following:
Lingampally RS – 4.0 kms
Kondapur Bus Depot – 2
kms
Rajiv Gandhi
International Airport –
Shamshabad - 40 Kms
7 Parking
needs
35365.26 Sq.mts
1058 4 wheelers parking
and 1000 two wheelers
parking
8 Total Cost of
the project
Rs. 350 Crores
Detailed Area statement of proposed
project is enclosed at Annexure IV
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).
The area is already developed as residential
and commercial area. There is no significant
impact due to this project
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
The area is not prone to any land disturbance
and no evident history of the same is available.
Soil Type – Sandy Loam
Slope Analysis:
The topography of the site is almost flat. There
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Pridhvi Envirotech (P) Ltd,Hyderabad. Page 19
be given). will not be any change in topography of the
area. The drainage pattern will remain as per
the existing pattern.
Vulnerability to Subsidence:
There is no subsidence anticipated.
Seismicity – Zone – II as per the IMD
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)
No, there is no change in the overall natural
drainage system. However, the internal run off
drainage is channelized to the rain water
harvesting pits for re-charging the ground
water
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.)
There will be scrapping off soil to the tune of
10,457 cu. m., which will be used within the site
for filling purposes. No fill material is required
from outside as excavated soil, construction
and demolition waste (existing structures) will
be reused within the site.
1.7 Give details regarding water
supply, waste handling etc during
the construction period.
Water supply:
The domestic water demand during
construction phase will be about 50 KLD.
The water will be met from water tanker.
Solid waste:
50 kg/day of solid waste will be generated
during construction phase and will be sent to
GHMC.
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 are no wetlands and low lying areas
around the site.
1.9 Whether construction debris &
waste during construction cause
health hazard? (Give quantities of
various types of wastes generated
during construction including the
construction labor and the means
of disposal)
The construction debris consists of variety of
materials. Iron, glass, plastics, cartons of paper,
wood waste etc would be sold to re-users.
Demolished bricks, Cement Concrete etc
would be used in internal road formation and
as filling materials of basements.
Paint cans, adhesives, thinner cans etc would
be sold to authorized re-cyclers
2.0 WATER ENVIRONMENT:
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
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S.No. ITEM DETAILS
2.1 Give the total quantity of water
requirement for the proposed
project with the breakup of
requirements for various uses. How
will the water requirement met?
State the sources & quantities and
furnish a water balance statement.
The daily water requirement for the
proposed project will be 400 KLD. The daily
fresh water requirement will be 250 KLD,
sourced from HMWS&SB and the recycled
water requirement will be 150KLD, which will
be used for flushing and gardening.
The water balance chart showing break up
of requirements for various uses with
quantities of fresh and recycled water is
given at Annexure V
2.2 What is the capacity (dependable
flow or yield) of the proposed
source of water?
S.
No
Reservoir Storage
Capacity at
FTL (in MCM)
1. Osman sagar 110.43
2. Himayath
sagar
84.016
3. Singur 849.505
4. Manjira 41.399
5. Akkampally
(Krishna water)
41.031
Total 1126.381
(Source: HMWS&SB)
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)
Water will be sourced from HMWS&SB. In
case of any emergency water will be
purchased from private sources through
tankers
2.4 How much of the water
requirement can be met from the
recycling of treated wastewater?
(Give the details of quantities,
sources and usage)
Out of 400 KLD requirement, approximately
150 KLD of the water required will be met
through reuse of treated water from sewage
treatment plant.
2.5 Will there be diversion of water from
other users? (Please assess the
impacts of the project on other
existing uses and quantities of
consumption)
No
Water will be sourced from HMWS&SB
2.6 What is the incremental pollution
load from wastewater generated
The waste water generated will be to the
tune of 325 KLD. The waste water generated
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from the proposed activity? (Give
details of the quantities and
composition of wastewater
generated from the proposed
activity)
will be treated in sewage treatment plant
based on FAB technology of capacity
350KLD.
effluent characteristic is given as:
Parameter Unit Concentration
Quantity KLD 325
pH -- 6.5-8.5
Oi l &
Grease Mg/l 20
TSS Mg/l 200
BOD Mg/l 350 mg/l it
COD Mg/l 500 mg/l it
2.7 Give details of the water
requirements met from water
harvesting? Furnish details of the
facilities created.
Elaborate plans have been made for
channelizing the storm water by constructing
water drains leading to the reservoirs. In
order to minimize the surface runoff loss,
groundwater recharging through
groundwater recharge pits at the project site
has been planned. Appropriate design
considerations have been taken while
designing the recharge pits.
The rainwater is proposed to be channelized
for storage in reservoirs to be used for project
needs after due treatment and also for
groundwater recharging through the
recharge pits.
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?
The project will involve construction of
rooftop & paved areas and hence, quantity
of runoff will increase due to reduced
infiltration & increase in surface run off
coefficient in post construction phase as
compared to the pre-construction phase.
The overflow during abnormally heavy rains
will follow the run off pattern. The proposed
rainwater structures have been designed for
accommodating peak rainfall intensity,
which will not aggravate the problem of
flooding in the project area. The run-off from
roof top, paved and landscaped areas will
be used for ground water recharge.
Provisions of capturing the surface runoff to
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the extent of 100% will be done.
2.9 What are the impacts of the
proposal on the ground water? (Will
there be tapping of ground water;
give the details of ground water
table, recharging capacity, and
approvals obtained from
competent authority, if any)
No Impacts will be on the ground water the
required water will be supplied by HMWS&SB
and part of the treated water is recycled
and used for gardening & flushing. Rain
water harvesting structures will be provided
in the site to tap the rain water which in turn
recharges the ground water table.
2.10 What precautions/measures are
taken to prevent the run-off from
construction activities polluting land
& aquifers? (Give details of
quantities and the measures taken
to avoid the adverse impacts)
There are effective measures adapted to
reduce the storm water run-off from the
construction site-
Ensuring vehicles stick to the access track.
Cleaning all mud and dirt deposited on
roads from construction-related activities.
Stabilizing a single entry/exit point to ensure
sediment is not tracked off site-this also
increase site durability during wet weather.
Excavation work will not be carried out
during monsoon season.
Constructing a fence around the site to
trap sediment whilst allowing water to flow
through.
Diverting up-slope water with turf and not
mixing mortar in locations that will drain into
storm water system.
Preventing wastewater from brick cutting
activities and stockpiles entering the storm
water system.
Construction material will be stored at the
earmarked places and will be covered with
a temporary shed ensuring that no
leachate or spoilage of land occurs.
Curing water will be sprayed and, after
liberal curing, all concrete structures will be
painted & covered with gunny bags, then
the water will be sprayed. This will help to
save water.
2.11 How is the storm water from within
the site managed?(State the
provisions made to avoid flooding
Infrastructural facilities like provision of
adequate storm water drains, wastewater
collection and conveyance including
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of the area, details of the drainage
facilities provided along with a site
layout indication contour levels)
treatment and disposal have been planned
in the project.
2.12 Will the deployment of construction
labourers particularly in the peak
period lead to unsanitary conditions
around the project site (Justify with
proper explanation)
The local people will be deployed during
construction. There will be no stagnant water
at site, as the run off from the relevant areas
will be systematically drained.
The civil contractor will be held responsible
for site sanitation and will be bound by the
management to adhere to healthy level of
sanitation.
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)
Construction phase:
The waste water to the tune of 5 KLD from
toilets will be diverted to sewer system in the
area after getting necessary permissions
Post construction phase:
Sewage water will be collected and treated
in FAB based 350 KLD STP.
Treatment efficiency: >85%
Reuse and disposal:
STP treated water: 150 KLD for flushing and
gardening and rest would be disposed the
drain
2.14 Give details of dual plumbing
system if treated waste used is used
for flushing of toilets or any other
use.
There will be separate pipelines for the supply
of the fresh water and treated water from STP.
Treated water will be used for the flushing
purposes & Gardening purposes, domestic
consumption.
3. VEGETATION
S.No. ITEM DETAILS
3.1 Is there any threat of the project to
the biodiversity? (Give a description
of the local ecosystem with it’s
unique features, if any)
There will be no threat on the biodiversity
due to the proposed project. Project site is
almost flat terrain mostly
dominated/covered with common grass
and shrub species. Moreover, site doesn’t
support any critical or special habitat; which
can support threatened, endangered
species.
3.2 Will the construction involve The construction will not involve any
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
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extensive clearing or modification
of vegetation? (Provide a
detailed account of the trees &
vegetation affected by the project)
clearing and modification as the site is a
barren land with practically no vegetation
except few small shrubs.
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)
Due care will be taken to protect the
important site features:
Tree plantation will be done to protect the
site features such as topsoil erosion,
ground water attenuation and avoiding
contamination by leachate.
The excavated soil will be stored at
earmarked places protected from
contamination and from polluting the
existing features and will be used for
surface leveling and for creation of
landscaped areas.
Piling will be done so as to minimize the
impacts on the existing structures in the
nearby areas.
Green belt will be developed in an area of
7718.33 Sq.mts.
4. FAUNA
S.No. ITEM DETAILS
4.1 Is there likely to be any
displacement of fauna- both
terrestrial and aquatic or creation
of barriers for their movement?
Provide the details.
The proposed site does not have any
terrestrial and aquatic fauna, so no
displacement will take place.
4.2 Any direct or indirect impacts on
the avifauna of the area? Provide
details
No endangered or endemic species of
birds are found in the study area,
4.3 Prescribe measures such as
corridors, fish ladders etc to
mitigate adverse impacts on fauna
Not applicable
5. AIR ENVIRONMENT:
S.No. ITEM DETAILS
5.1 Will the project increase
atmospheric concentration of
There will be increase in intensity of land use
in the existing area, which may result in the
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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)
creation of heat islands. DG sets are
deployed for the project, which will result in
the increase in atmospheric concentration
of gases.
Impact:
Urban Heat island effect due to increase in
the paved areas (Roof +& Non Roof).
Emissions due to traffic load
An emission due to DG sets
Mitigation measures:
Heat Island Effect: Roof
The roofs will be covered with solar panels
which will reduce the exposed roof area.
The other exposed roof will be covered
with white china mosaic tiles/green roof to
reduce the heat gains inside the building.
Heat Island Effect: Non-roof:
Hard paving onsite has been reduced to
the best possible extent.
About 10% of the area will be under
greenbelt, which will mitigate heat island
effect.
Fugitive dust emissions:
Sources:
Construction activities.
Vehicular movement.
Road construction.
Paved and unpaved area emissions.
Mitigation:
Screening the construction site with the
help of tarpaulin to contain the emissions
within the site.
Water spraying on the haul roads.
Storage of construction material and
waste at earmarked places and well
covered.
Impact due to traffic emissions:
The impact of vehicular emissions varies with
rate of movement of vehicles, atmospheric
conditions and stability classes.
Mitigation:
About 7718.33 sq. m. area will be under
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landscape.
The vehicles will be PUC certified.
Reduced vehicular speed will also avoid
the air borne fugitive emission on the
unpaved areas.
5.2 What are the impacts on
generation of dust, smoke, odorous
fumes or other hazardous gases?
Give details in relation to all the
meteorological parameters
The impacts of dust and gaseous pollutants
due to different construction activities will be
localized and will not affect the surrounding
environment. All necessary measures will be
taken.
Water spraying at dust generation sources
All transportation vehicles will be suitably
covered to prevent dust dispersion from the
trucks, and overloading of the vehicles will
be avoided and must be PUC certified
vehicle.
Plantation is proposed to be taken up
along the boundary of the project site to
the extent possible.
Eco-friendly D.G. Sets will be installed to
maintain the emission within the norms etc.
The D.G. sets will be provided with
adequate safe stack height to regulate the
emission within the permissible norms.
Low sulphur content fuel (HSD: sulphur
content: 0.05%) will be used which will help
to contain the emissions within the
permissible range.
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.
Adequate provision will be kept for parking
at the proposed project. Sufficient planning
is being done so that transport system is
organized by following the good traffic
management techniques.
Proposed parking area – 35365.26 Sq. Mts.
No. of Vehicles – 1058 four wheelers & 1000
Two wheelers.
Following measures will be adopted for
smooth traffic movements:
Provisions of fully internalized parking
including the parking facilities for the
visitors.
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Guided traffic ways within the project site.
Speed humps will be installed for speed
restrictions inside the project area.
5.4 Provide details of the movement
patterns with internal roads, bicycle
tracks, pedestrian pathways,
footpaths etc., with areas under
each category.
The movement pattern inside the project
area will be guided traffic ways. There will
not be any separate bicycle tracks or
pedestrian pathways on the periphery
(driveway).
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.
There is no significant increase in noise and
vibration. The noise and vibrations level will
be well within the norms. Speed of the
vehicles will be limited to 15-20 Km/hr to
minimize noise and vibration.
The following measures will be adopted to
reduce the noise:
Trees with heavy foliage will be planted at
the periphery so as to restrict the noise
levels within the permissible norms.
Both entry and exit are manned with
trained and efficient security.
Road markings, Stop lines, parking lanes are
painted to guide the internal road user.
Separate entry/exit is provided such that it
enables the smooth movement of the
vehicles.
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.
Construction Phase:
The noise level due to construction activity
and in operational phase will be localized to
the source. During the construction phase,
noise will be generated from the
construction equipment’s and the operation
of DG sets.
Fugitive emissions generated from various
construction activities will be contained by
screening the site by tarpaulin.
The noise level due to construction activity
and in operational phase will be localized.
Post Construction phase:
The important source of pollution during post
construction phase will be emissions from
D.G. sets used in case of power cuts or failure
(for complete power back up).
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The DG sets will be housed in an inbuilt
acoustic enclosure for maximum noise
attenuation.
The DG sets deployed will be EPA/ CPCB
certified for the permissible standards of
noise & vibrations.
6. AESTHETICS
S.No. ITEM DETAILS
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 proposed project will not in any way
obstruct any view, scenic amenity or
landscapes. In fact it increases aesthetics of
the area due to large scale green belt
development
6.2 Will there be any adverse impacts
from new constructions on the
existing structures? What are the
considerations taken into account?
No, there will be no impact on existing
infrastructure due to the construction
activities.
6.3 Whether there are any local
considerations of urban form &
urban design influencing the design
criteria? They may be explicitly spelt
out.
The layout plan is on the basis of
development rules prescribed by GHMC.
6.4 Are there any anthropological or
archaeological sites or artefacts
nearby? State if any other
significant features in the vicinity of
the proposed site have been
considered.
None
7. SOCIO-ECONOMIC ASPECTS
S.No. ITEM DETAILS
7.1 Will the proposal result in any
changes to the demographic
structure of local population?
Provide the details.
No such changes envisaged
7.2 Give details of the existing social
infrastructure around the proposed
project.
The proposed project is conveniently
located close to LIngampally Railway Station
at 4.0 Km, while Kondapur Bus depot at 2.0
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km distance. As the unit is located in city
area hence required infrastructures is
located nearby the project site. Other basic
infrastructural amenities like safe drinking
water, electricity, market, and medical
services are available around the proposed
project.
7.3 Will the project cause adverse
effects on local communities,
disturbance to sacred sites or other
cultural values? What are the
safeguards proposed?
No, Project is not likely to have any adverse
effect on local population; rather the local
population will get benefit arising due the
proposed project.
8. BUILDING MATERIALS
S.No. ITEM DETAILS
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 basic materials used will be cement,
steel, bricks, stones, ready mix concrete,
sand, gypsum, plywood, hard wood,
aluminum, glass, etc.
Low energy embodied materials will be
given preference.
Energy efficient construction materials
such as Gypsum Plaster Concrete, Sand
Aggregate, Fly Ash Cement, will be used
to achieve the desired primary energy
efficiency.
Ready Mix concrete will be used for
construction of RCC structures. M-sand will
be used as an alternative to river sand
and the building blocks will be solid
cement blocks that are energy efficient
and work efficient compared to baked
bricks.
Ensuring that the building materials and
products have low energy embodied
energy.
Minimizing the transport of temporary
structures, scaffolding, formwork,
consumables and building product to the
construction site.
Minimizing overall waste and the transport
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of waste from site.
Use of energy efficient lighting.
Ensuring idle construction equipment is
throttled down or switched off
All the items to be used in the project are as
per the National Building Code-2005 and
ECBC.
8.2 Transport and handling of materials
during construction may result in
pollution, noise & public nuisance.
What measures are taken to
minimize the impacts?
During the construction phase, the following
measures will be taken to prevent pollution.
Top soil excavated during construction
activities will be stored for use in
horticulture/landscape development
within the project site to the possible
extent
Covering of the construction site from all
four sides to a substantial height to
prevent dust emissions and other
pollutants into surrounding area.
Covering loads to limit materials or litter
blowing off and reducing smells.
Ready mix concrete will be used for
concreting. This avoids cement and
aggregate handling fugitive emissions and
noises.
Noise machines will be preferred after
10.00 am. Loading and unloading will be
done with low height.
Unloading of construction material will not
be done during night
Water spraying to prevent dust pollution
from different sources of construction.
Speed restriction of all the vehicles
approaching the site and within the site.
All transportation vehicles will be suitably
covered with tarpaulin & overloading of
the vehicles will be avoided and must be
pollution checked vehicle.
Heavy earth working will be avoided
during night.
8.3 Are recycled materials used in
roads and structures? State the
extent of savings achieved?
The excavated soil will be used for backfilling
as well as for creating landscaped areas.
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8.4 Give details of the methods of
collection, segregation & disposal
of the garbage generated during
the operation phases of the
project.
The estimated quantity of garbage will be
around 500 kg/day of. It is proposed to
segregate the wastes and will be given to
GHMC waste collection center for disposal
to municipal solid waste management
facilities
9. ENERGY CONSERVATION
S.No. ITEM DETAILS
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 source of the Power is from TSCPDL.
Power requirement: 2650 KVA
Backup power: 2 x 500 KVA DG sets for
emergency during power failure.
Energy saving measures proposed to
minimize energy consumption is as follows.
1) Use of energy saving methods in AC
cooling and lift (V3F) in place of
conventional methods
2) Corridors, walkways and staircases
have been provided with natural lighting to
the maximum extent possible
3) Use of Compact fluorescent lamps (CFL)
& low voltage lighting.
9.2 What type of, and capacity of,
power back-up to you plan to
provide?
2 x 500 KVA DG sets will be used as backup
power for emergency during power failure.
APFC panel will switch the above loads onto
DG supply within 10 – 12 seconds. In case of
repair/ maintenance or operational difficulty
with any DG set, DG sets will be manually
interchangeable to cater only to the critical
loads. HSD requirement will be 300Litres.
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?
The type of glass proposed to be used will be
plain glass with have low conductance and
high insulation properties so that heat ingress
into the inside of the building will be
minimized. This will help to reduce the heat
gain in the building.
9.4 What passive solar architectural
features are being used in the
building? Illustrate the applications
made in the proposed project.
Passive solar cooling is incorporated in the
building design. Buildings are suitably
oriented for ensuring natural ventilation and
day lighting.
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Building design and envelope may be
optimized through selection of appropriate
wall and roof construction and through
adoption of solar passive measures after
studying the sun path analysis to provide
shading devices for windows and roof which
would reduce energy demand.
9.5 Does the layout of streets &
buildings maximise 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 power facilities shall be used for
external lightning.
Paving onsite (open area surrounding
building premises) is reduced to the extent
possible to minimize the imperviousness of
the site and shade will be provided on hard
paved surfaces to minimize heat island
effect.
Passive solar cooling will be incorporated in
the building design. Building will suitably
orient for ensuring natural ventilation and
day lighting.
Solar panels will be used for the common
area lighting load.
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?
Walls.
East and West Elevations.
Walls that face the east and west will be well
insulated as possible, to prevent summer
heat gain from the low morning and evening
sun.
Roof:
Brickbats will be placed on the flat roof to
give a slope and then grouting the same
with cement mortar admixed with some
water proofing compounds.
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
Automatic power factor compensating
multiple capacitor units are provided for
maintaining of average power factor of
0.99 to have effective savings in energy
cost. All capacitors are provided with
Harmonic Filters to avoid distortion in
Voltage i.e. Clean Power is available to
building.
An APFC relay based on thyristerised
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specifications. switching is proposed to effect the power
factor correction /improvement within a
few cycles of deviation from the setting &
also to reduce inrush currents.
All cables shall be derated to avoid
heating during use. This also indirectly
reduces losses and improves reliability.
Lighting System:
The recommended illumination levels (in
Lux) as per the National Building Code of
India (2005) will be applied
9.8 What are the likely effects of the
building activity in altering the
micro-climates? Provide a self-
assessment on the likely impacts of
the proposed construction on
creation of heat island & inversion
effects?
Heat emission from the project can be from
the following sources:
Heat absorbed and radiated from the
paved and concrete structures.
Increased population for a particular
stretch of land.
Any building activity would alter the
microclimate of a site and it is inevitable that
wind patterns and thermal gain patterns on
a site would be changed. But the proposed
building has been carefully designed to
modify the microclimate so as to improve
overall thermal comfort and reduce energy
consumption.
Shade giving trees are planted near the east
and west side which affect the microclimate
and provide cooling effect in summers.
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 building materials will be selected with
characteristics that limit heat ingress into the
inside of the building will be minimized.
U value
(W/m2-°C)
R value
(m2-°C/W)
Roof 0.261 3.5
Wall 0.352 2.35 Source: ECBC CODE 2005
9.10 What precautions & safety
measures are proposed against fire
hazards? Furnish details of
emergency plans.
Essential fire safety measures will be installed
into the building to ensure the safety of the
occupants within the building in the event of
fire or other emergency.
The entire building will be designed as per
NBC-2005 of India pertaining to fire hazards.
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 34
Safety measures:-
Proper fire exits and exit signs in case of
any emergency will be made available.
Fire extinguishers of appropriate type will
be placed on a readily accessible place
and will be maintained accordingly.
9.11 If you are using glass as wall
material provides details and
specifications including emissivity
and thermal characteristics.
The type of glass proposed used have low
conductance and high insulation properties
so that heat ingress into the inside of the
building will be minimized. This will reduce the
air conditioning load.
9.12 What is the rate of air infiltration into
the building? Provide details of how
you are mitigating the effects of
infiltration.
The design is based on maintaining positive
pressure in the conditioned areas. As such
there shall be no outdoor air filtration into the
conditioned areas. However measured
amount of outdoor air will be introduced in
the HVAC system to maintain “INDOOR AIR
QUALITY” as per international standards.
9.13 To what extent the non-
conventional energy technologies
are utilized in the overall energy
consumption? Provide details of the
renewable energy technologies
used.
The solar energy will be utilized efficiently for
Solar light for external lighting.
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. A total of
Rs. 1 Crore is allocated for implementation of EMP
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 35
CHAPTER –1
1.0 INTRODUCTION
1.1 PURPOSE OF THE REPORT:
M/s. SMR Builders Private Limited took over semi constructed plots from
Kondapur Towers (P) Limited at Sy. No. 113 to 119, 121 & 126, in Kondapur
(V), Serilingampally(M), RR District, state of Telangana. A total 6 blocks were
constructed by previous builder up to G+19 level and stopped further due to
finanacial reasons. Now M/S SMR builders (P) Limited proposes to complete
this Residential Complex with a plot area of about 1,12,632.4 Sq.mts. In this
first phase, it is proposed to develop total built up area of 1,47,997.66 Sq.mts
with 434 flats, amenities block and parking area. The proposed site comes
under Residential Zone as per the Master Plan of HMDA vide GO. MS NO.
288, MA Dated 03.04.2008. Copy of certificate from HMDA confirming this
area as residential Zone is enclosed at Annexure I
As the total area proposed to be developed <1,50,000 Square Meters, as
per the EIA Notification dated 14th September 2006, the proposed project
activity falls under Building & Construction projects 8(a) Category B (B2),
which necessities to obtain Environmental Clearance from State Level
Environmental Authority, Telangana. As currently SEIAA in Telangana is not in
place, we are submitting the proposal along with Form-1, Form-1A and
Environmental Management Plan for MOEF clearance at Delhi
1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT:
The project is promoted by M/s. SMR Builders (P) Limited having its registered
office at SMR HOUSE, 5th Floor, Plot # 73, Nagarjuna Hills, Panjagutta,
Hyderabad - 500 082, State of Telangana.
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 36
The team at First SMR Holdings is a fine blend of vision, expertise and passion.
Surging ahead to provide quality and comfort through world-class
residential and commercial projects, it is ready to take on the world.
Mr. S. Ram Reddy is an Architect from Jawaharlal Nehru Technological
University with Masters in Housing and Specialization in Housing from the
School of Planning and Architecture, New Delhi. A dynamic visionary, he
brings with him 26 years of proven experience in Architectural Consultancy
and Construction.
He is also the Proprietor and Chief Consulting Architect for SMR Shelter
Group, an architectural consultancy firm. Mr. S. Ram Reddy leads a team of
professionals from all fields, like structural design, landscapes, interiors, art
and sculpture. With his leadership and experience First SMR Holdings is well
on its way to revolutionize the landscapes of Hyderabad and Bangalore.
The company has always created wonderful homes, excellent shopping
complexes and functional office spaces. Breathtaking landscaped gardens,
awe inspiring elevations and Vaastu compliant interiors make every venture
an architectural marvel.
SMR Holdings has been developed 7.5 million sq.ft. of commercial and
residential spaces. Further 4.5 million sq.ft. of premium living spaces across
Bangalore and Hyderabad is on its way. First SMR Holdings has always set
benchmarks and will now raise the bar in providing quality construction.
1.3 PROJECT COST:
The estimated cost for the proposed project will be 350.0 Crore.
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 37
1.4 SALIENT FEATURES OF THE PROJECT:
The salient features of the project are given below
TABLE 1.1 – SALIENT FEATURES OF THE PROJECT
Total Plot Area 147997.66 Sq.mts
Land Scaping & Greenbelt
Area
Land Scape & Green belt: 7718.33 Sq.mts
No.of Blocks with Built-up area
Blocks No. of
Floors
No. of
Flats
Area
(Sq.mts)
Block-A G + 19 39 17464.62
Block - B G + 19 39 17464.62
Block-E G + 19 79 20021.00
Block-J G + 19 119 19861.52
Block-K G + 19 79 17010.22
Block-L G + 19 79 17010.22
Ameniti
es block
G + 5 - 3800.2
Total 434 112632.4
Parking Facilities
Baseme
nt-1
Sq.mts
Basemen
t–2
Sq.mts
Basement
–3 Sq.mts
Block-A 1871.37 2011.42 2011.42
Block- B 1871.37 2011.42 2011.42
Block-E 1871.37 2011.42 2011.42
Block-J 1871.37 2011.42 2011.42
Block-K 1871.37 2011.42 2011.42
Block-L 1871.37 2011.42 2011.42
Total 11228.22 12068.52 12068.52
Height of the building 66.5mts
Water requirement & Source 250 KLD of fresh water from HMWS&SB
Power requirement & Source
2650 KVA, TCPDCL
Backup Power 2 X 500 KVA DG sets
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
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Solid waste &
mode of disposal
50 kgs/day - waste will be sent to GHMC
25Kgs/day STP sludge used as manure
Hazardous waste &
mode of disposal
Used batteries – 3 no’s/Year
Waste Oil from D.G. Sets – 100 Liters/Year
Transformer oil 40 Liters/Year will send to
TSPCB Authorized recyclers/
re-processors
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 39
CHAPTER – 2
2.0 PROJECT DESCRIPTION
2.1 LOCATION DETAILS:
M/ s SMR Builders Private Limited took over existing semi finished
constructed Residential Complex with a plot area of about 86,401 Sqmts.
The total built up area is 147997.68 Sq.mts. The proposed site is at Sy.No:113
to 119, 121 & 126, Kondapur Village, Seri Lingampally Mandal, Ranga Reddy
District of Telangana State.
Features of the site:
The area comes under residential zone as per the Master Plan of HMDA GO
MS NO. 288, MA dated 03.04.2008. Copy of the certificate confirming the
same is enclosed at Annexure I
The site is adjacent to Hitech city to Atapur road. The geographical co-
ordinates of Residential complex are between 170 28’ 02.3” & 170 28’
13.8” N latitude and 780 20’ 0.6” E & 780 20’ 14.0” longitude. Mean
Elevation above MSL is varying between 573 meters to 580 Meters
i.Accessibility & Existing Road network
The nearest major road is Hitech City to Atapur Road which is adjacent to
site. Outer Ring Road is at about 8 KM from the site
ii.Topography & Surrouding features of the site
The Land is undulated area with elevation difference of about 7 meters.
Following are the surrounding features of the proposed site
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Pridhvi Envirotech (P) Ltd,Hyderabad. Page 40
South Direction - State Bank Institute of Rural Development premises
North Direction - Sudarsan Nagar ( Residential Colony)
Eastern Direction - Neighbour’s Vacant Residential plots
Western Direction – Sudarshan Nagar ( Residential Colony
Topo sheet of the area is given at Figure 2.1. Base map of the Area is given
at Figure 2.2 , photographs of the site are given at Figure 2.3 and Location
map is given at Figure 2.4
iii. Water Bodies & other features of the site and 10 KM radius
The major surface water bodies within the 10 kms radius are Osman Sagar at
about 8.4 KM in the upstream of the site in the South Western Direction, ,
Durgam Cheruvu is at about 8.0 KM in the North Eastern direction of the site.
Kothaguda RF is at about 2.3 KM from the proposed site in the North Eastern
direction
Kasu Brahmananda Reddy National Part is at about 9.6 KM from the site
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
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FIGURE NO: 2.1 – TOPO SHEET OF THE AREA – 10 KM RADIUS
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 42
Figure 2.2 Base Map of the Area
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 43
Figure 2.3 Site photographs
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 44
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 45
FIGURE 2.4
LOCATION MAP OF THE SITE
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 46
TABLE 2.1: SALIENT FEATURES OF PROJECT SITE
Vil lage
Mandal
Distr ict
Kondapur
Seri Lingampally
Ranga Reddy
Longitude 170 28’ 02.3” N & 170 28’ 13.8”
Lati tude 780 20’ 0.6” E & 780 20’ 14.0”
Ambient Temperature Minimum 130 C
Maximum 430C
Humidity 55 – 65 %
Rainfal l 800 – 1100 mm per Annum
Cl imate Tropical & Semi-Arid
Type of soil Hard Morum soil with outcraps
Distance from Urban area Within the urban area
Distance from nearest Air Port Shamshabad Airport – 40 kms
Distance from nearest vi l lage Part of Kondapur Vil lage
Distance from nearest
surface water source
Osman sagar – 8.4 kms
upstream
Reserve Forest Kottaguda RF – 2.3 kms
Any historical monuments
within 10 KM radius
None
Any ecologically sensitive
areas within 10 KM radius
Kasu Bhramananda Reddy
National Park - 9.6 kms
Topography Plain and land locked
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2.2 SITE AREA & BUILT-UP AREA:
It is proposed to develop in six blocks with 434 flats with an amenities block
in the first phase in a plot area of 21.35 acres of land. Following is the
overall area statement of the site
Table 2.2
Overall Area statement of the plot
S.No Land use Area in Square Meters
1 Total Plot area 86,401.00
2 Area affected for road
widening
1,192.76
3 Net Area available for
development
85,208.24
4. Net area proposed to
be developed in 1st
Phase
37989.59
Table 2.3
Development Plan of the 1st phase
S.NO Land Use Plinth Area in square
meters
1 Residential block( Plinth
Area)
5483.76
2 Amenities 635.13
3 utilities 908.52
4 Land scape & Green
belt
7718.33
5 Roads 11163.48
6 Vacant Areas ( set backs
& other vacant space)
11473.66
Total area 37382.88
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 48
2.2.1 Built Up Area:
Following is built up area of the proposed blocks
It is proposed to construct a residential complex with six Blocks with 434
residential flats (5 BHK flats -78, 4 BHK flats -39, 3 BHK Flats -277) with an
amenities block details are provided in Table 2.4
TABLE 2.4 – NUMBER OF FLOORS AND AREA
S. No Block Details No. of Floors No .of Flats Area (Sq.Mts)
1 Block-A G+19 39 17,464.62
2 Block-B G+19 39 17,464.62
3 Block-E G+19 79 20,021.00
4 Block-J G+19 119 19,861.52
5 Block-K G+19 79 17,010.22
6 Block-L G+19 79 17,010.22
7 Amenities
Block
G+5 3800.2
Total 434 1,12,632.4
2.3 PARKING AREA:
The total area allocated for parking is 35365.26 Sq.Mts, which can
accommodate 1058 four wheelers and 1000 two wheelers. The total
parking area is being proposed in the proposed project is given below:
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
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TABLE 2.5 – PARKING SPACE PROVISION
BASMENT – 1
SQ.MTS
BASMENT – 2
SQ.MTS
BASMENT – 3
SQ.MTS
BLOCK A 1871.37 2011.42 2011.42
BLOCK B 1871.37 2011.42 2011.42
BLOCK E 1871.37 2011.42 2011.42
BLOCK J 1871.37 2011.42 2011.42
BLOCK K 1871.37 2011.42 2011.42
BLOCK L 1871.37 2011.42 2011.42
TOTAL 11228.22 12068.52 12068.52
The conceptual Plan of the project is given at Annexure II
2.4 ROAD NETWORK:
The nearest major road is Hitech City to Alapur Road is adjacent to the.
Outer Ring Road is at about 8 KM from the site
2.5 WATER REQUIREMENT:
As per National Building Code, 2005 (NBC), water requirement for
occupants is 135 litres/day/ person and for visitors the requirement is 15
litres/day/person. The total population likely to be accommodated would
be around 1400 people. Another 10 people would be there like security
and other support staff. Thus total water requirement for inmates is
estimated at 245 KLD. Quantity estimated for guests and visitors is
estimated at another 5 KLD. Considering washings of floors and other
requirement, a total requirement is estimated at 400 KLD. Out of this, it is
estimated that 100 KLD of water would be required for toilet flushing’s and
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rest for other uses. Also it is estimated that about 50 KLD of water is required
for landscaping and plantation purposes. Thus total water requirement
would be 400 KLD
It is proposed to source water from HMWS&SB and the treated waste water
would be recycled for toilet flashings and green belt. Any additional
treated waste is there, same will be connected to municipal sewer
The total sewage water generated is 325 KLD. It is proposed to treat the
sewage in STP of capacity of 350 KLD. The treated waste water is used for
Flushing & gardening (150 KLD). Rest of the 175KLD of treated water would
be send to municipal sewer. Thus the total fresh water requirement during
occupational stage is would be 250 KLD as detailed below
TABLE 2.6 – WATER REQUIREMENT
S.No Stream Quantity
(KLD)
Fresh/
Recycled
Waste
water
generated
in KLD
Method of
treatment
1 Domestic Water 250 Fresh 225 STP
2 Toilet Flushing
water
100 Recycled 100 STP
3 Gardening 50 Recycled - -
Total 400 325
2.6 POWER REQUIREMENT:
The power requirement for the proposed project is estimated as 2650 KVA
which will be sourced from the TSCPDL
2.7 BACK-UP POWER DETAILS:
IT is proposed to provide emergency power back up for lifts, water
pumping and common area lighting with two DG sets of 2x 500KVA
capacities.
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2.8 FUEL REQUIREMENT:
The fuel requirement for 2 x 500 KVA is 300 Liters/day for 8 hours operation
of DG sets due to power outage. The fuel used in DG sets is High Speed
Diesel (HSD).
2.9 MAN POWER REQUIREMENT:
The maximum man power required for the development of proposed
project during construction phase is 50 persons. And during occupational
phase it would be around 10 people
2.10 ROADS & STREET LIGHTS:
As it is six blocks of residential complex with amenities block and parking
area is provided in cellars, direct paved road from gate to cellar areas
would be provided. 12 Meter internal peripheral road is proposed in the
development of the site. Setbacks of minimum 11.5 meters al round the
block is left for free movement of fire tender which is more than the
Telangana state Fire services directorate guidelines. Provision of 5 meters
green belt is proposed al round the site
2.11 STORM WATER DRAINS:
All along the block of the housing complex, storm water drains would be
provided to collect water during rains. They would adequately sized to
prevent over flooding of the site. Storm water collection sump is proposed
before discharging to municipal sewers.
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2.12 ENVIRONMENTAL INFRASTRUCTURE:
a). Waste Water Generation & Management:
Total quantity of wastewater generation is likely to be 400 KLD. The
generated waste water is collected and treated in in-house Sewage
Treatment Plant of 350 KLD capacity. Out of the total treated water, 150
KLD is used for Gardening & Flushing and rest would be discharged to
municipal sewers. The water balance details are presented below.
TABLE 2.7 - WATER BALANCE
Input Requirement Quantity Out put Quantity
Domestic 250 Domestic Waste Water 225
Flushing 100 Flushing waste water 100
Gardening 50 Losses and uses 75
Total 400 Total 400
The waste water generated from process i.e 325 KLD which will be treated
in S.T.P. The available recycled water after treatment @ 150 KLD will be
used for Gardening & Flushing and the rest will be disposed to sewer
system. It should therefore be concluded there is no significant impact on
surface water quality & hydrology of the area. The proposed rainwater
harvesting scheme stabilizes the groundwater table in the area.
Residential Complex SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (v), Seri lingampally (M),Rangareddy(D), Telangana State.
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FIGURE 2.5: WATER BALANCE DIAGRAM
b). Sewage Treatment Plant (STP):
A sewage treatment plant of 350 KLD capacity based on Fluidized Aerobic
Bio-Reactor (FAB) technology is proposed to treat 325 KLD of sewage
water generated in the proposed project .After treatment the water will be
used for Gardening & Flushing.
The design of the STP shall be based on the parameters given in below
table.
Evaporation &
Other Losses
75 KLD
Daily Fresh Water
250 KLD Domestic Demand
250 KLD
Waste
Water –
325 KLD
STP
Recycled Water
150 KLD
Flushing Demand –
100 KLD
Greenbelt –
50 KLD
225 KLD
100 KLD
STP Treated Water – 150 KLD
Daily water demand: 250 KLD
Drained Water to
city sewer
system
100 KLD
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TABLE 2.8 - DESIGN PARAMETERS OF SEWAGE TREATMENT PLANT
Parameter Unit
Quantity KLD 180
pH -- 6.5-8.5
Oi l & Grease Mg/l 20
TSS Mg/l 200
BOD Mg/l 350 mg/l it
COD Mg/l 500 mg/l it
Sewage Treatment Process Description:
SEWAGE treatment plant is designed to treat 350 cum of Sewage per day.
This Sewage shall be generated across the 3 shifts. The proposed scheme is
depicted in the figure attached below.
Primary treatment: The Sewage is collected and led via drain to the
treatment plant site. In the drains, screens shall be provided for retaining
coarse matter. The screens are manual type and are to be cleaned at
regular intervals. Two stages of screens are provided i.e. coarse screen
followed by fine screens. The Sewage is then taken to grit chamber for
removal of grit. Following removal of grit, the Sewage is taken to an
equalization tank for attenuation of variation in waste flow rate and
characteristics. It is proposed to have equalization tank with holding
capacity of 6 hours DT. For mixing, and to avoid solids from settling, air shall
be bubbled in the equalization tank through a grid placed at the base of
the tank. The equalized Sewage is pumped at a uniform and constant rate
for further treatment.
Secondary treatment: Sewage from the primary stage treatment is
subjected to bio-chemical oxidation in aeration tank. An attached growth
fluidized bed aerobic system working as an extended aeration system is
proposed. Air for aeration is supplemented by means of blowers
connected to air diffusers. For immobilizing the microbes, high surface area
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to volume ratio synthetic media shall be provided in the aeration tank. This
system has the following advantages:
a) Smaller foot print area
b) Ease in operation and maintenance
c) Operator skills required are minimal
d) System less susceptible to upset conditions (shock loading, power
failure etc.)
e) Lower energy requirements
f) No clogging or chocking of the media.
Following bio-chemical oxidation, the Sewage from the aeration tank is
taken to a tube-deck (secondary settling tank) for solid-liquid separation.
The sludge collected in the hopper bottom of the settling tank is
periodically withdrawn to sludge sump tank. Overflow from the settling
tank is subjected to tertiary treatment. Overflow from the secondary
settling tank is taken to chemical oxidation tank for chemically oxidizing
the residual contaminants. Chlorine shall be added for chemical oxidation.
For adequate contact time a chlorine contact chamber with 30 minutes
detention time and mixing arrangement is proposed.
Tertiary treatment: The Sewage from chlorine contact chamber is then
collected in a sump and pumped to a pressure sand filter for removal of
particulate matter. The Sewage is then taken through an activated carbon
column for removal of trace organics and pollutants (chlorine, color, trace
organics etc.).
Sludge Treatment: Sludge from the settling tank shall be transferred to
sludge sump tank. By using filter press feed pumps we transfer the sludge
from sludge sump tank to filter press. The water from the filter press is
recycled into the equalization tank.
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FIGURE – 2.6: PROPOSED SCHEME OF TREATMENT
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c). Solid & Hazardous Waste Details:
Domestic garbage is anticipated from the residential complex. Total solid
waste estimated @ 1 Kg/day per house hold. Thus total garbage
anticipated from the complex will be 500 kg/day which is proposed to be
disposed to municipal solid waste disposal facility of MCH through local
municipal authorities. About 750 Kgs/month of solid waste anticipated from
sewage treatment plant and same will be used as manure.
The hazardous waste generated will primarily be waste lube oil from
maintenance of DG sets of about 100 liters per annum and 40 liters per
annum of transformer oil from transformers. This waste oils will be collected
in barrels and disposed off through parties authorized by APPCB / CPCB.
3 no’s of per annum of used batteries will be disposed of by a buy-back
arrangement with the battery supplier.
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CHAPTER – 3
3.0 BASELINE ENVIRONMENT
3.1 BASELINE SCENARIO
In order to assess the current environmental setting and likely impact of the
project on the surroundings, baseline study is carried out by M/s. Pridhvi
Envirotech (P) Limited. Ground water, ambient air, noise and soil samples
were collected and analyzed. The results are presented in the following
sections.
3.2 MICROMETEOROLOGY
Hot steppe type climate prevails over Hyderabad. The mean daily
temperature varies from 300C to 430C from April to June and from 200C to
240C in the months of December and January. The climate is pleasant from
November to February. The summer months of April and May are
uncomfortable due to oppressive heat. The period from July to September
is warm, humid and uncomfortable.
More than 75 per cent of the rainfall is received during the south-west
monsoon season, i.e., from June to September, July being the month when
it rains. September is the month, when there are rains. The south-west
monsoon sets in by 2nd week of June. Its advent is sudden and the rainfall
increases from less than 5 per cent (of the annual) in May to 15 per cent in
June.
Humidity in the morning is high exceeding 80 per cent from July to
September. In the dry months of March, April and May, humidity is
generally low with an average of 25 to 30 per cent and decreases to 20
per cent at individual stations. June to October is the period when more
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than half of the sky is covered with clouds, while only about 2/8 of the sky is
clouded from January to March. Half of the days in July and August have
overcast skies. About 10 to 13 days in the months of January, February and
March, the skies are free from clouds, clear weather.
The ambient temperature ranges between 13oC to 44oC with average
temperature being 25oC. The relative humidity ranges from 28 to 65% with
average humidity being about 45%.
3.3 AIR QUALITY:
The ambient air quality in the study area was measured at project site and
analysed for PM2.5, PM10, SO2, and NOx. The air quality at main entrance of
the site is presented below.
TABLE 3.1 - AMBIENT AIR QUALITY
S.No. Parameters Units
Values NAAQ
Standards
1
Particulate Matter (PM10)
µg/m3
82 100
2
Particulate Matter (PM2.5)
µg/m3
34 60
3
Sulphur Dioxide (SO2)
µg/m3
18 80
4 Oxides of Nitrogen (NOx) µg/m3
23 80
3.4 NOISE QUALITY:
The Noise levels in the study area at project site measured for one day and
the results are given below.
TABLE 3.2 - NOISE LEVEL MONITORING
S. No Name of Location Values Units
1 Near Entrance Gate 65 dB(A)
*All values in dB (A)
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3.5 WATER QUALITY:
Ground water quality at project site is measured and the test report is
presented below.
TABLE 3.3 – GROUND WATER ANALYSIS REPORT
SNO. PARAMETER
PERMISSIBLE
LIMITS DESIRABLE LIMITS
Permissible
limits in
absence of
alternative
source
1 Color (Hazen units) <5.0 5 max 25 max
2 Odour
Un
Objectionable
Un
Objectionable ---
3 Turbidity (NTU) 0.2 05 max 10 max
4 pH 6.92 6.52- 8.5
5 E.C (micromhos/cm) 958 -- --
6 Total dissolved solids 605 500max 2000 max
7
Phenolpthalene
alkalinity
as CaCo3 Nil -- --
8
Methylorange
alkalinity
as CaCo3 396 -- --
9
Total alkalinity as
CaCo3 396 200 max 600 max
10
Total hardness as
CaCo3 262 300 max 600 max
11 Calcium as Ca 71 75 max 200 max
12 Magnesium as Mg 20.54 30 max 100 max
13 Sodium as Na 92.0 -- --
14 Potassium as K 13.29 -- --
15 Copper as Cu 0.14 0.05 max 1.5 max
16 Iron as Fe 0.27 0.3 max 1.0 max
17 Manganese as Mn <0.04 -- --
18 Chlorides as Cl 136 250 max 1000 max
19 Sulphates as SO4 92 200 max 400 max
20 Nitrates as NO3 10.6 45 max 100 max
21 Fluorides as F 0.945 1.0 max 1.5 max
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3.6 SOIL QUALITY:
The soil condition and bearing capacity were tested for analysis and the
report is presented below.
TABLE 3.4 – SOIL SAMPLE ANALYSIS REPORT
S.NO PARAMETERS RESULT
1. pH (1.5 Soil water extract) 8.27
2. E.C (1.5 Soil water extract) 165
3. Available Nitrogen 60.25
4. Available Phosphorous as P2O5 12.64
5. Available potassium as K2O 8.0
6. Sodium as Na 20.42
7. Calcium as Ca 48.0
8. Magnesium as Mg 11.2
9. Chloride as Cl 48.6
10. Organic Carbon 0.5
11. Texture Sandy loam
12. a) Sand % 50.2
13. b) Silt % 36.5
14. c) Clay % 8.3
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CHAPTER – 4
4.0 POLLUTION SOURCES - CHARACTERISTICS,
QUANTIFICATION AND PREDICTION
4.1 POLLUTION SOURCES
Pollutants generated due to project activities during both the construction
and operation phase 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
operation phase are given below in Table 4.1.
TABLE 4.1: POLLUTANT SOURCES AND CHARACTERISTICS
S.
No
Activity/Area Pollutant Pollutant
Characteristics
Frequency
CONSTRUCTION PHASE
1. Ground working
and leveling
Air emissions –
PM, NOx,
SO2, CO
Dust from
construction
activities and
excavation.
Particulate
matter, NOx
and CO from
vehicle exhaust
Temporary
during
construction
phase only- 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
Temporary
during initial
construction
phase
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S.
No
Activity/Area Pollutant Pollutant
Characteristics
Frequency
Machinery
2. Labour Camps Sewage Sewage
generated from
temporary labor
camps on site
Temporary –
during the initial
construction
phase
Solid Waste Solid Waste
generated from
temporary
labour camps
on site
Temporary –
during
the initial
construction
phase
OPERATION PHASE
1. Vehicular
movement
Air emissions
and noise
Vehicle exhaust
emissions
Continuous /
Periodic
2. Diesel power
generators
Air emissions SO2, NOx, SPM,
CO from
fuel burning
Periodic, only
during
power failure
Noise Noise due to
running of
equipment
Periodic
Waste Used Oil
Generation
Periodic, during
oil changes
3. Residential Wastewater Wastewater
containing
food matter
Continuous /
Periodic
Domestic
Solid waste
Garbage /
Food waste
Continuous
4. Raw water
treatment
Wastewater Backwash
water discharge
Continuous
Solid waste Sludge from
coagulation
process
Continuous
5. S.T.P Solid waste Settled and
stabilized
sludge
Continuous
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S.
No
Activity/Area Pollutant Pollutant
Characteristics
Frequency
Treated water Treated sewage
water used for
Greenbelt
Continuous
6. Diesel Storage Solid waste Settled sludge
during tank
cleaning
Occasional
Oil Oil spillage –
Accidental
large spills due
to pipe rupture
Oil Spillage -
Small quantities
due to small
pipe leaks
Accidental /
Only due
to poor
housekeeping
7. Maintenance /
housekeeping
Wastewater Floor washing Continuous
Solid waste Used
equipment
parts and
garden wastes
Continuous
8. Vehicle Parking
Area
Oil Spills Minor oil leaks in
parking lot
Continuous –
small Quantities
9. Storm water
drains
Wastewater Contamination
discharge from
site – Mainly
suspended
solids
During rainy
season
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4.2 AIR EMISSION SOURCES
Air emissions have no boundaries and can migrate between areas
depending upon the wind direction and speed.
4.2.1 PREDICTED AIR EMISSIONS FROM THE SITE
CONSTRUCTION PHASE
During the construction phase, PM is expected to be the main pollutant
associated with on-site roads (paved and unpaved), stockpiles and
material handling. In this case, pollution emission sources shall be
distributed throughout the project site and shall fall under the category of
area source. The land acquired is fairly flat, so extensive formation work is
not expected during this phase. It is assumed that most of the excavated
material shall be used within the project, with minimal cut and fill material
to come from outside the site.
Due to the confined nature of heavy construction activity during this
limited period, tailpipe emissions from construction equipment are
assumed to be essentially negligible.
OPERATIONAL PHASE
During the operational phase, the diesel generator sets to be operated for
back-up power supply are the major source of air pollution. From this point
source, the following pollutants are expected;
PM, SO2, NOx and CO
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Diesel Generator Set Fuel Combustion - Point Source
To serve as a emergency power back-up, two diesel generators of 500 KVA
connected to individual stacks shall be installed. The diesel generator sets
are operated only during power failure thus conserving fuel and reducing
the pollution.
As a worst-case scenario, emissions were predicted assuming an operation
time of 24 hours. The emissions from the diesel generators are provided in
the following table:
TABLE 4.2 – DIESEL GENERATOR SET EMISSIONS
Capacity
of DG Set
No. of
DG Sets
Stack
Height
(m)
Diamete
r of
Stack
(m)
Temp. of
exhaust
gases (0C)
Exit
velocity
(m/sec)
Pollutant
Emission rate (g/sec)
SPM SO2 NOx
500 KVA 2 5 mts 0.4 250 12.5 0.04 0.08 0.32
4.3 NOISE EMISSIONS SOURCES
The assessment of the impacts of noise on the surrounding community
depends upon:
Characteristics of noise source (instantaneous, intermittent, or
continuous in nature, with the latter contributing the least to noise
pollution);
Time of day at which noise occurs; and
Location of noise source with respect to noise sensitive receptor.
CONSTRUCTION PHASE
The description of construction activity as detailed in Section 4.2.1 (with
regards to spatial phasing and type of sources) is also pertinent to the
noise emissions emitted in the construction phase. Sources of noise
emissions are expected from various types of construction equipment.
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General noise levels generated from the operation of equipment and
machinery are provided in Table 4.3 below:
TABLE 4.3: NOISE LEVELS GENERATED FROM CONSTRUCTION EQUIPMENT
Name of the source Noise Level at 16 m (50
ft)from Source in dB (A)
Noise Level at 1 m from
Source (calculated)in dB(A)
Air Compressor 87 111
Back Hoe/Loader 81 105
Concrete Mixer Truck 85 109
Concrete Pumper 70 94
Concrete Vibrators 77 101
Cranes - mobile 81 105
Dump Truck 83 107
Generator Not Considered 75 (CPCB)
Hammering 86 110
Jackhammer 88 112
Pile Driver 100 124
Radial Arm Saw 80 104
Source:www.gvrd.bc.ca/education/pdf04/ColumbiaWorkshop1-ConstructionNoise.pdf
The MoEF has not yet prescribed noise emission specifications for
construction equipment. However, the limited information available is
provided in Table 4.4.
TABLE 4.4 – NOISE LIMITS FOR APPLIANCES AND CONSTRUCTION EQUIPMENT
AT MANUFACTURING STAGE
Equipment Noise Limit dB (A)
Window Air Conditioner(1ton -1.5 tons) 68
Air Coolers 60
Diesel Generators 85-90
Compactors (rollers), Front Loaders,
Concrete Mixers, Cranes(movable),
Vibrators, and Saws
75
Source: http://dpcc.delhigovt.nic.in/pdf/Pollution_Control_Law.pdf
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OPERATIONAL PHASE
During the operational phase, the diesel power generators will be the
major source of noise.
Diesel Generator Sets
Noise Limit for Generator sets run with Diesel
Noise limit for diesel generator sets (2 X 500 KVA) manufactured on or after
the 1st January, 2005.
The maximum permissible sound pressure level for new diesel generator
(DG) sets with rated capacity 2 X 500 KVA, manufactured on or after the
1st January, 2005 shall be 75 dB(A) at 1 meter from the enclosure surface.
Noise control for diesel generator will be as follows:-
Noise from DG set shall be controlled by providing an acoustic enclosure
or by treating the room acoustically, at the users end.
The acoustic enclosure or acoustic treatment of the room shall be
designed for minimum 25 dB (A) insertion loss or for meeting the ambient
noise standards, whichever is on the higher side ( if the actual ambient
noise is on the higher side, it may not be possible to check the
performance of acoustic enclosure/ acoustic treatment. Under such
circumstances the performance may be checked for noise reduction upto
actual ambient noise level, preferably, in the night time).The measurement
for Insertion Loss may be done at different points at 0.5 m from the acoustic
enclosure/ room. The DG set shall be provided with proper exhaust muffler
with insertion loss of minimum 25 dB (A).These limits shall be regulated by
the State Pollution Control Boards and the State Pollution Control
Committees.
Source: www.cpcb.nic.in
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4.4 WATER AND WASTEWATER MANAGEMENT
4.4.1 WATER REQUIREMENTS
Water requirement during the construction phase will be met from water
tankers. The required water during the operational phase will be sourced
from HMWS&SB. However, in the event of non availability of water or for
any excess requirement of water during the operational phase, the
proponents are proposing backup with the aid of rainwater collection in
the reservoirs which will be duly treated, water recycling and water tankers
(in case of water supply failure). It is also emphasized that at any stage of
the project, groundwater reserves would not be exploited for the water
requirement. The water requirements during various phases of the project
are discussed below:
A) CONSTRUCTION PHASE
The project implementation would involve various construction activities.
The following section summarizes the water requirement, its sources and
management of wastewater.
Site development:
Development of site for the proposed development involves excavation,
leveling of the ground surface and stock piling. However as the project site
is flat with no vegetation cover, the leveling activities would result in very
less water usage. Water requirement for any use at this stage would be
provided from water tankers. Similarly, the generation of domestic
wastewater can be managed on site.
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Construction of building infrastructure:
The construction of building infrastructure that includes residential and
other units, Offices, restaurants and multiplex would require water and may
generate waste water too. Water demand during construction phase
would be for:
Construction activities.
Domestic use.
Construction phase may last for a period of approximately two years in
order to complete the earthwork, foundation lying, superstructure
development, service provision and finishing. The water requirement is
being met from the water tankers.
B) OPERATIONAL PHASE
Daily Water Requirement and Sources:
It has been mentioned before that the domestic water requirements will
be met from the HMWS&SB Water supply scheme. The water requirement
for Flushing, Gardening, Landscaping and other purposes would be met
from duly treated recycled water. However, in case of failure of HMWS&SB,
water requirements are planned to be met partly by ground water &
through private tankers. Rain water will be recharged to the ground to
augment the water table in the area. Water tankers will be used only in
case of any emergency or failure of water supply by HMWS&SB or
insufficiency of the water reservoir.
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Water conservation:
Water conservation is an important part of sustainable living and in order to
optimize the water requirement in the project, the developers would
incorporate the component of water conservation by means of rainwater
harvesting and water recycling using fixtures which are low flow and water
efficient models such as 3 litre capacity WC flushing system, sensor
operated urinals and taps to minimize the wastage of water along with
employee education and awareness programme and selective use of dry
type urinals. As per the approved plans from GHMC, various mitigative
measures shall be proposed to further minimize the impacts.
Storm Water Management & Rain Water Harvesting Structures
It is proposed to channelizing the storm water by constructing water drains
leading to the storm water sump. In order to minimize the surface runoff
loss, groundwater recharging through groundwater recharge pits at the
project site has been planned. Appropriate design considerations have
been taken while designing the recharge pits.
Calculating Runoff for Water Harvesting
Calculating runoff is an important step in designing your water harvesting
system. You should determine both your water supply and your water
demand. Use this worksheet to determine your rainwater supply.
Catchment Area: the area in which rain directly falls (i.e. a roof, a
driveway, or a landscape). The area is the same regardless of slope; you
can also think of the area as seen from a birds-eye view or as the horizontal
surface space occupied.
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Runoff Coefficient: the average percentage of rainfall that will run off a
particular surface (i.e. a metal roof has a runoff coefficient of 0.95 or 95%
runoff). The runoff coefficient will vary depending on the composition of
the surface and the rainfall intensity.
Annual Rainfall: the average amount of rainfall over one year period for
your location.
TABLE-4.5: ESTIMATE OF RAIN WATER HARVESTING
S.No. Particulars Plot Area
(Net
area)
Roof area
Landscape
& Set back
1 Catchment Area (Sq.Mts) 147997.66 4445 7718.33
2 Runoff Coefficient 0.6 0.8 0.3
3 Average annual Rainfall
(Mts)
0.8 0.8 0.8
4 Rain water collection per
annum(cum)
71038.87 2844.8 1852.4
Total Rain water potential after the project implementation is
=2844.8 + 1852.4= 4697.2 Cum/per annum
Without project:
= Catchment Area X Runoff Coefficient X Annual Rain Fall
= 147997.66 X 0.60 X 0.8
= 71038.87 Cum/per annum
With project (Roof Area):
= Catchment Area X Runoff Coefficient X Annual Rain Fall
= +4445X 0.80 X 0.8
= 2844.8 Cum/per annum
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With project (set backs, Landscape & green belt):
= Catchment Area X Runoff Coefficient X Annual Rain Fall
= 7718.33X 0.30 X 0.8
= 1852.4 Cum/per annum
The total annual rainwater harvesting potential of the project site is 4697.2
Cum/per annum. The rainwater is proposed to be channelized for
groundwater recharging through the Harvesting pits. 18 no’s of Rain Water
Harvesting pits are provided at four corners of the site.
FIGURE-4.1: RAIN WATER HARVESTING STRUCTURE
Size 1.5 X 1.5 X 2.0
4.4.2 WASTEWATER QUANTIFICATION AND CHARACTERISTICS
The wastewater generation during construction and operational phase is
described below:
A) CONSTRUCTION PHASE
Waste water generation during construction period shall be from
construction labours and construction activities. Wastewater generation
due to construction activities would be very less. Since the project lies in an
urban stretch, preference would be given to the employment of labours
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local to the area. This would result in settlement of less labour colonies in
the project site and hence less wastewater generation from the transit
labour settlements. Wastewater generation from labour colonies shall not
exceed 2 KLD.
B) OPERATIONAL PHASE
During this phase, it has been assumed that 80 % of the water supplied will
be discharged as wastewater (Source: Manual on sewerage and sewage
treatment, published by Government of India). Hence approximately 225.0
m3 per day of domestic effluent would be generated.
Wastewater generated is expected to have characteristics and pollution
load as shown in Table 4.6.
TABLE 4.6: EXPECTED WASTEWATER CHARACTERISTICS AND POLLUTION LOAD
Parameter Unit Concentration
Quantity KLD 325
pH -- 6.5 – 8.5
Oi l & Grease Mg/l 20
TSS Mg/l 200
BOD Mg/l 300
COD Mg/l 500
The wastewater with the foresaid characteristics can neither be
discharged into in land surface water nor reused. Suitable treatment would
be given to the wastewater so as to meet CPCB requirements depending
upon the end use. It is proposed to install a sewage treatment plant of
capacity 350 KLD, to recover the recycled water of quality suitable for use
in flushing and gardening. A sewage treatment plant of 350 KLD capacity
based on Fluidized Aerobic Bio-Reactor (FAB) technology is proposed to
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treat 150 KLD of sewage water generated in the proposed project .After
treatment the water will be used for Flushing & Gardening.
The treated wastewater shall meet the standard required for discharge on
land for horticulture. Table 4.7 gives the comparison of the standards that
would be met by the treated wastewater and quality norms prescribed for
discharge on land by irrigation.
TABLE - 4.7: DISCHARGE NORMS FOR WASTE WATER
Parameters Quality Norms
Discharge On
land for
irrigation
Quality Norms
for Discharge
in inland
surface water
Treated standard
For proposed
project
pH 5.5 – 9.0 5.5 – 9.0 6.5 to 8.5
Biological Oxygen
Demand
(BOD3 at 27°C)
mg/l
100 30 <15
Chemical Oxygen
Demand (COD)
mg/l
-- 250 <100
Suspended Solids 200 100 <30
Oil and Grease 10 10 <10
4.5 SOLID AND OTHER WASTES
Waste quantification and characterization exercise is being carried out to
estimate the quantum and type of waste that would be generated by
different activities due to proposed project during construction and
operation phase. The estimated quantity and quality of waste would serve
as a baseline for designing collection, transportation, treatment and
disposal options for solid waste generated due to proposed project.
4.5.1 WASTE SOURCES AND QUANTIFICATION
Description of solid and other wastes generated from the site during
construction and operation phases of the project is given in Table 4.8.
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TABLE 4.8: SOLID AND OTHER WASTES GENERATED
S.
No.
Activity/Area Waste
Generated
Waste Characteristics Frequency of
generation
CONSTRUCTION PHASE
1. Earth Working
and
Construction
Construction
Wastes
Earth, Stones,
concrete,
bricks, lumber etc.
Larger quantities
will be
generated in
construction
phase.
2. Labour camps Domestic
wastes
Mainly bio-
degradable
wastes including food
wastes.
Temporary –
during
construction
phase.
OPERATIONAL PHASE
1. Residential
areas
Domestic
waste
Biodegradable
wastes (food
waste) and non-
biodegradable
wastes (paper,
plastics etc.)
Daily
3. Set back area sweepings dust, leaves etc. Daily
3. Utilities
including
Power
generation
Waste from
oil
Waste oil Only during oil
changes – six
monthly.
4. Sewage
Treatment
Plant
STP Sludge Stabilized sludge – to
be used as manure
for the landscaping.
Every week –
after sludge
drying
operation.
Waste quantification has been done based on the activities proposed in
the project master plan. The waste generation for each activity has been
estimated based on National and International standards applicable in
similar setting. The following section gives the details of the type of waste
generated by different activity, waste generation factors and assumptions
used for estimating waste generation.
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Waste quantification and characterization exercise is being carried out to
estimate the quantum and type of waste that would be generated by
different activities due to the proposed project activity during the
construction and operation phase.
4.5.2 WASTE QUANTIFICATION
A) CONSTRUCTION PHASE
Construction activities create solid wastes that need to be disposed. Such
wastes include sand, concrete, gravel, stone, bricks, plastic, paper, wood,
metal and glass. According to a report prepared by the Technology
Information, Forecasting, and Assessment Council (TIFAC), estimated waste
generation during construction and demolition operations is 60 kg/m2 and
500 kg/m2 respectively (TIFAC, 2001). This waste after sorting can be used
for backfilling in the basement and for leveling purposes.
B) OPERATIONAL PHASE
Waste quantification has been carried out based on the activities
proposed in the project master plan. Waste generation factors for each
activity are as per the National and International standards applicable in
similar setting. Following section outlines details of the type of waste
generated by different activities.
Residential waste: Domestic garbage is anticipated from the residential
complex. Total solid waste estimated @ 1 Kg/day per house hold. Thus total
garbage anticipated from the complex will be 500 kg/day which is
proposed to be disposed to municipal solid waste disposal facility of MCH
through local municipal authorities. About 25 Kgs/Day of solid waste
anticipated from sewage treatment plant and same will be used as
manure.
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Garden and open spaces: Waste from open spaces and garden comprise
of horticultural waste that will be generated by periodical lawn mowing
and trimming of trees. Horticulture waste generated is based on the
experience in other projects with similar setting. Assumed waste generation
factor for horticulture waste is 15 kg/acre / day or .0037 kg/ sq m /day.
Table 4.9 gives detail of the estimated waste generation
TABLE 4.9: ESTIMATED WASTE GENERATION FROM DIFFERENT ACTIVITIES
Facilities
Provided
Waste generation
norms per unit
No. Of
units/Area
Total Waste
Generated
(Kg /day)
Residential area 1.0 kg/day 434 flats 434
Garden &
Open space
15 kg/Acre/day or
0.0037kg/sq m/day
7718.33 28.55
Total Waste Generated (kg/day) 462.56 Say
500 Kgs/day
4.5.3 WASTE CHARACTERIZATION
Waste characterization for the proposed project has been carried out on
the basis of waste characterization studies in similar settings. The following
section details the estimated waste generation for proposed project during
construction and operation phases.
A) CONSTRUCTION PHASE
During the construction phase, a considerable quantum (90%) of waste
generated at the project site would be inert waste, which largely
comprising of clay, sand, gravel, untreated wood (natural wood, no paint),
brick, concrete, concrete block, asphalt, pipes, conduits and light steel
material. A major portion of this waste will be used for backfilling the
basement and other leveling purposes.
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Table 4.10 gives an estimate of the average composition of waste that
shall be generated from the onsite construction activities.
TABLE 4.10: WASTE COMPOSITION – CONSTRUCTION PHASE
S. No Constituents Percentage Composition
1. Soil, Sand and Gravel 34.99
2. Brick and Masonry 29.95
3. Concrete 24.98
4. Metal 4.97
5. Bitumen 2.04
6. Wood 2.04
7. Other 1.02
Total 100
Source: Derived from TIFAC Report “Utilization of Waste from Construction Industry”, 2001
B) OPERATIONAL PHASE
Waste generated during operational phase can be broadly subdivided
into following.
a) Biodegradable
b) Recyclable
c) Non recyclable(Inert)
Table 4.11 shows the estimated composition of waste generated in
proposed project during operation phase.
TABLE 4.11: ESTIMATED WASTE COMPOSITION
S. No Characteristics of Waste Units Percentage
Composition
Physical Characteristics
1. Paper and paper board % 40
2. Glass /ceramics % 5
3. Metals % 3
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4. Plastics % 11
5. Rubber and Leather % 1
6. Textile % 2
7. Wood % 1
8. Food waste % 18
9. Others (Garden and
Inert)
% 19
Total 100
4.6 OTHER STRESSORS LEADING TO ENVIRONMENTAL IMPACTS
Change in Landscape of the site: The landscape of the area will change
with the coming up of proposed project. The large vista, interconnected
lawns and open green areas will change the aesthetics of the local area.
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CHAPTER –5
5.0 IMPACT ASSESSMENT & MITIGATION MEASURES
5.1 IMPACT ASSESSMENT:
The potential impacts on the surrounding environment in the 10km radial
distance of proposed project site along with the mitigation measures
during construction and operational stages are summarized in Table 5.1
and Table 5.2.
The construction phase is for a period of 24 months. Considering this to be
a relatively short period, all construction impacts can be considered to be
short term and temporary.
As for the operational phase, the project proponent shall ensure that
impacts are minimized and are within applicable/ specified limits by
APPCB & CPCB by providing relevant pollution control equipment and/ or
mitigation measures discussed in the following tables.
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TABLE – 5.1 - CONSTRUCTION PHASE - POTENTIAL IMPACTS AND MITIGATION MEASURES
S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
1. Water resources Minor negative &
temporary
impact on
surface & ground
water resources.
Water requirement
of 50 - 70 KLD for
construction
activities
Judicious use of water;
minimization of water
consumption by use of high-
pressure hoses for dust
suppression
Water requirement
will be sourced from
the outside water
tanker.
2. Surface water
quality
No impact Erosion and run-off
due to excavation/
construction
activities, especially
in monsoon season;
Discharge of waste
water, construction
as well as domestic.
Avoiding excavation in
monsoon season; providing
appropriate measures for
erosion and sediment
control; providing adequate
sanitation facilities for
workers at site; avoiding
discharge of untreated
wastewater in the area.
-
3. Ground water
quality
No impact Construction
activities
Storage area for fuels, paints,
thinners, etc. to be such so
as to avoid chances of
spillage. No discharge to
ground water body.
-
4. Air quality Temporary
negative impact
Construction
equipment;
Carrying out construction
activity in temporary
-
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
operation of DG sets
for construction
power requirement;
vehicular traffic;
excavation;
concreting; etc.
enclosures, where feasible;
water sprinkling for dust
suppression; regular
maintenance of
construction equipment &
vehicles; use of fuel of
proper quality; use of state-
of-the-art construction
equipment & methods
5. Noise Medium
negative &
temporary
Various construction
activities; material
and vehicular
movement
Use of low noise generating
state-of-the-art construction
equipment and construction
techniques; providing
personnel protective
equipment to workers;
providing temporary
enclosure for DG set and
other construction activities,
where feasible; avoiding
construction work in the
night time
-
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
6. Land
(i) Land use/
requirement
No impact The total plot area is
86,401 Sq. m.
No land conversion is
required as land is a vacant
plot and is designated for
Residential complex by
municipal corporation.
Site Premises is
designated as
Residential area
(ii) Solid wastes &
land pollution
Temporary minor
negative impact
Construction
material handling;
construction wastes
handling and
disposal
Maintaining proper inventory
control for reduced waste
generation; substitution of
hazardous raw materials by
non-hazardous materials,
where feasible; providing
proper facility for storage
and handling of fuel oils;
disposal of spent oils,
classified as hazardous
waste by sale to authorized
third party; proper handling
and disposal of construction
wastes; Contractor’s to
assume full responsibility for
clearing off construction
-
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
wastes
(iii) Geology &
Seismicity
No impact Construction of the
Residential complex
No heavy structure planned
as part of the project
All civil structures shall
be constructed as
per earthquake zone
classification
7. Ecology Minor positive
impact
Construction activity
causing impact on
existing ecosystem
on-site and top soil;
cutting of existing
vegetation, if
required;
No trees on the site shall be
cut.
In fact green belt will be
developed all along the
building boundary, roadside
and lane divider.
water sprinkling during dust
generation activities; erosion
and sediment control; noise
and fugitive dust control;
restricting construction
activity during night time
No ecologically
sensitive area such as
forest/ agricultural
land will be used for
the project. Presently,
the site have few
trees. 7718.33 Sq. m
to be developed as
greenbelt & land
scaping
8. Socio-economic
(i) Population and
literacy rate
Minor negative
and temporary
Increase in
population due to
possible temporary
settling of
construction workers
Employing local people to
the maximum extent possible
About 50 construction
workers are expected
to be employed
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
from outside the
study area for the
project
(ii) Employment Minor positive &
temporary
impact
Availability of
construction jobs
Employing local people to
the maximum extent possible
About 50
construction workers
are expected to be
employed
(ii) Amenities such
as education,
medical, water
supply,
sanitation, etc.
No impact Needs of
construction
workers;
Employing local people to
the extent possible for
construction work; making
adequate provision through
the contractors to handle
water, sanitary, medical and
fuel requirement of
construction workers to
ensure that the existing
infrastructure is not strained
-
(iv) Transportation Temporary
negative impact
Increased traffic
load due to
transportation of
construction
materials and
workers
Ensuring that traffic is well
regulated. Use of non-peak
hours for material
transportation
-
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TABLE – 5.2 - OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES
S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
1. Water
resources
Minor negative
impact on surface
water resources
Moderate
negative impact
on ground water
resources due to
consumption.
Minor positive
impact due to
recharge by
rainwater
harvesting.
Total water
requirement for the
proposed project is
400 KLD.
(Fresh water 250 KLD
&
S.T.P recycle150 KLD)
Recycle water will be used
Flushing and Gardening
The fresh water will
be sourced from
HMWS&SB.
2. Surface water
quality
No impact Discharge of sewage
and waste water
from utilities
Recycle water will be used
Flushing and Gardening
-
3. Ground water
quality
No impact Discharge of sewage
and waste water
from utilities
No discharge of
wastewater to ground
water body; use of treated
sewage water for Flushing,
Rainwater from the
rain water
harvesting will be
used to recharge
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
Gardening ground water.
4. Air quality Minor negative
impact (for SO2,
NOX and HC
emissions)
Fuel combustion in
DG sets
All emissions will be well
within the specified
emissions standards;
stack height = building
height +5 mts. for safe
dispersal of pollutants;
HSD with 0.05% sulfur
content in DG sets; periodic
maintenance of DG sets for
reduced emissions
All emissions well
within the specified
limits
5. Noise Minor negative
impact
Noise generating
rotating/ moving
equipment
Proper equipment selection;
mandatory acoustic
enclosure for DG sets;
regular maintenance of
noise generating
equipment; providing
personnel protective
equipment to persons
working in noisy areas;
suitable design and
location of utility block;
-
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
development of suitable
green belt and landscaping
6. Land environment
(i) Land use /
requirement
No impact Requirement of land
for the proposed
project
85,208.24 Sq.m of area
available for development
Once the project is
operational, no
additional land will
be required.
(ii) Solid wastes &
land pollution
Minor negative
impact
Handling and
disposal of
hazardous and solid
wastes
Segregation of wet and dry
garbage – disposal of dry
garbage through off-site
recycling or to municipal
waste collection system
and wet waste to
composting at site; disposal
of waste lube oils by sale to
authorized third party; buy-
back arrangement for
waste lead acid batteries
Though no solid/
hazardous waste
will be disposed off
on land, chances
of inadvertent
occasional spillage
on land cannot be
ruled out
(iii) Geology &
Seismicity
No impact Improper building
design not adhering
to specified codes;
improper building
Regular maintenance of
the structures to withstand
natural phenomena;
carrying out the structural
-
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
maintenance integrity testing
9. Ecology No impact Emissions and
discharges from
project operations;
noise generation;
improper disposal of
wastes
All emissions and discharges
including noise will be within
specified standards; all
solid/ hazardous waste will
be disposed off in
environmentally sound
manner
-
10. Socio-economic factors
(i) Population and
literacy rate
No impact Increase in
population due to
settlement of
personnel and their
families from
outside the study
area for the
proposed project
Employing personnel from
within the study area to the
extent possible, subject to
availability of skilled
manpower requisite to the
job requirement
About 10 personnel
would get direct
employment from
the project
(ii) Employment Medium positive
impact
Direct employment
of personnel for
proposed project.
Employing personnel from
within the study area to the
extent possible, subject to
availability of skilled
manpower requisite to the
job requirement
Approximately 10
persons Direct
employment and
20 persons indirect
employment are
expected to be
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
employed for the
project
(ii) Amenities such
as education,
medical, water
supply,
sanitation, etc.
No impact Requirement of
various facilities for
the children of
personnel
employed from
outside the study
area
Employing personnel from
within the study area to the
extent possible, subject to
availability of skilled
manpower requisite to the
job requirement
Various amenities in
the study area are
adequate.
(iv) Transportation Medium negative
impact
Burden on the
existing road
infrastructure due
to the increased
traffic from the
proposed project
Ensuring that vehicular
movement is controlled
during peak traffic hours;
providing bus services from
the office to the nearest
railway station; encouraging
car-pools for office
employees
-
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CHAPTER – 6
6.0 ENVIRONMENTAL MANAGEMENT PLAN
6.0 INTRODUCTION:
The Environmental Management Plan (EMP) is a site specific plan developed
to ensure that the project is implemented in an environmental sustainable
manner where all contractors and subcontractors, including consultants,
understand the potential environmental risks arising from the proposed
project and take appropriate actions to properly manage that risk. EMP also
ensures the project implementation is carried out in accordance with the
design by taking appropriate mitigative actions to reduce adverse
environmental impacts during its life cycle.
The plan outlines existing and potential problems that may adversely impact
the environment and recommends corrective measures where required. Also,
the plan outlines roles and responsibility of the key personnel and contractors
who are charged with the responsibility to manage the site.
The EMP is generally:
Prepared in accordance with rules and requirements of the MOEF and the
Telangana Pollution Control Board;
To ensure that the component of facility are operated in accordance with
the design;
Process that confirms proper operation through supervision and
monitoring;
System that addresses public inconvenience during construction and
operation of the facility; and
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Plan that ensure remedial measures are implemented immediately.
The key benefits of the EMP are that it provides the organization with means
of managing its environmental performance thereby allowing it to contribute
to improved environmental quality. The other benefits include cost control as
improved relations to the stakeholders.
EMP includes four major elements;
Commitment & Policy: Project proponents will strive to provide and
implement the EMP that incorporates all issues related to air, land and
water for the project.
Planning: This includes identification of environmental impacts, legal
requirements and setting environmental objectives.
Implementation: This comprises of resources available to the developers,
accountability of contractors, training of operational staff associated with
environmental control facilities and documentation of measures to be
taken.
Measurement & Evaluation: This includes monitoring, corrective actions,
and record keeping.
It is suggested that as part of the EMP, a Monitoring Team should be formed
by the project proponent comprising of the site in-charge, project planning
group representative and project implementation team representative. This
committee’s role would be to ensure proper, operation and management of
the EMP including the regulatory compliance.
6.1 ENVIRONMENTAL MANAGEMENT PLAN
An Environmental Management Plan (EMP) will be required to mitigate the
adverse environmental impacts during construction and operation phase of
the project and these are as below:
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6.1.1 EMP FOR AIR ENVIRONMENT
A) CONSTRUCTION PHASE
To mitigate the impact of PM (dust) during the construction phase of the
proposed project, the following measures are recommended for
implementation:
a dust control plan; and
Procedural changes to construction activities.
TABLE 6.1: DUST CONTROL PLAN
S.No Fugitive Dust
Source Category
Dust Control Actions
1. Earth-moving - For any earth moving which is more than
30m from all property lines, conduct
watering as necessary to prevent visible
dust emissions from exceeding 100m in
length in any direction.
2. Disturbed surface areas
(except completed
grading areas)
- Apply dust suppression in a sufficient
quantity and frequency to maintain a
stabilized surface;
- Areas, which cannot be stabilized, as
evidenced by wind driven dust, must
have an application of water at least
twice per day to at least 80 percent of
the unstabilized area.
Disturbed surface areas
(completed grading
areas)
- Apply water to at least 80 percent of all
inactive accessible disturbed surface
areas on a daily basis when there is
evidence of wind driven fugitive dust.
3. Inactive disturbed surface
areas
- Apply dust suppressants in sufficient
quantity and frequency to maintain a
stabilized surface.
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4. Unpaved roads -Water all roads used for any vehicular
traffic at least twice per day of active
operations; OR
- Water all roads used for any vehicular
traffic once daily and restrict vehicle
speed to 30 kmph.
5. Open storage piles - Apply water to at least 80 percent of the
surface areas of all open storage piles on
a daily basis when there is evidence of
wind driven fugitive dust.
6. Track-out control -Downwash of trucks (especially tyres)
prior to departure from site.
The most cost-effective dust suppressant is water, because a source of water
tends to be readily available on a construction site. Water can be applied
using water trucks, handheld sprays and automatic sprinkler systems.
Furthermore, incoming loads could be covered to avoid loss of material in
transport, especially if material is transported off-site.
Procedural Changes to Construction Activities
Material Production - The transport of materials such as concrete and asphalt
to construction sites generate significant amounts of road dust, especially for
sites that are relatively far from material manufacturers. Setting up temporary
portable concrete plants and/or asphalt plants at construction sites can
eliminate haulage of materials.
Emission Control for Equipment- Control equipment such as particle filters can
be used to reduce diesel particulate matter emissions.
Idling Time Reduction - Construction equipment is commonly left idling while
the operators are on break or waiting for the completion of another task.
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Emissions from idling equipment tend to be high, since catalytic converters
cool down, thus reducing the efficiency of hydrocarbon and carbon
monoxide oxidation. Existing idling control technologies, which automatically
shut the engine off after a preset time can reduce emissions, without
intervention from the operators.
Improved Maintenance - Recognizing that significant emission reductions
can be achieved through regular equipment maintenance, contractors will
be asked to provide maintenance records for their fleet as part of the
contract bid and at regular intervals throughout the life of the contract. A
monetary incentive/disincentive provision will be established to encourage
contractors to comply with regular maintenance requirements.
Reduction of On-site Construction Time - Rapid on-site construction would
reduce the duration of traffic interference and therefore, reduce emissions
from traffic delay. Off-site fabrication of structural components can also
enhance the quality of work, as the production takes place in controlled
settings and external factors such as weather and traffic do not interfere.
B) OPERATION PHASE
To mitigate the impact of pollutants from diesel generator sets during the
operational phase of the site the following measures are recommended for
implementation:
Diesel generator set emission control measures; and
Greenbelt development.
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Diesel Generator Set Emission Control Measures
The most important pollutant requiring further control is NOx, as the impact of
SO2 emission is minimal because of the use of low (~0.05%) Sulphur in diesel as
fuel.
The following mitigation measures are proposed for NOx reduction:
add-on emission control technologies; and
NOx retarder
Among the above-mentioned options, inherent low NOx emissions
technologies (i.e. a temperature retarder) and better dilution through higher
stack are preferred cost effective mitigation measures. The add-on emission
control technologies are not considered as it leads to pollution transfer to
another media and shall require further mitigative measures.
Greenbelt Development
Increasing vegetation in the form of greenbelt is one of the preferred
methods to mitigate air pollution. Plants serve as a sink for pollutants, reduce
the flow of dust and reduce noise pollution.
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TABLE 6.2 SPECIES TO BE USED TO REDUCE AIR POLLUTION IN GREENBELT DEVELOPMENT
General Pollution
Abatement
Air Pollution Attenuation Dust Absorbers
Teak
Shisham
Palash
Neem
Amaltas
Kachnar
Subabul
Mohua
Aam
Karanj
Imli
Baheda
Harda
Saj
Jamun
Ficus glomerata (Guler)
Terminalia tomentosa
(Asan)
Acacaia auriculiformis
(Babul)
Polyalthia
longifolia(Debdaru)
Ficus benghalensis
(Banyan)
Mangifera indica (Aam)
Nerium odorata (Kaner)
Azadiarchta indica
(Neem)
Melia
azaderach(Mahaneem)
Butea
monosperma(Palash)
Cassia fistula (Amaltas)
Bauhinia
variegata(Kachnar)
Terminalia arjuna (Arjun)
6.1.2 EMP FOR NOISE ENVIRONMENT
A) CONSTRUCTION PHASE
To mitigate the impact of noise from construction equipment during the
construction phase of the site the following measures are recommended for
implementation:
Noise Shields - Construction equipment producing the most amount of noise
should be fitted with noise shields. This shield is a physical barrier (composed
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of brick and mud, with a non reflective internal plastering), approximately 3
meters in height, which will provide adequate noise attenuation.
Time of Operation - Noisy construction equipment should not be permitted
during night hours.
Job Rotation and Hearing Protection - 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.
B) OPERATION PHASE
To mitigate the impact of noise from diesel generator sets during the
operational phase the following measures are recommended for
implementation:
Noise emissions control technologies; and
Greenbelt development.
Noise Emissions Control Technologies: All the diesel generators will be housed
in a suitable acoustic enclosure so that noise levels at a distance of one
meter do not exceed 75 dB(A) at 75% load (as per CPCB norms). The diesel
generator set housing will be equipped with walls and ceilings lined with glass
wool to acoustically treat the noise levels. This acoustic insulation shall be
designed to meet the mandatory standards based on a 25 dB(A) insertion
loss.
Greenbelt Development: The following species can be used in a greenbelt to
serve as noise breakers:
Tectona grandis (Teak);
Butea monosperma (Palash);
Leucana leucocephala (Subabual);
Mangifera indica (Aam); and
Dalbergia Sissoo (Shisham).
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6.1.3 EMP FOR WATER ENVIRONMENT
A) CONSTRUCTION PHASE
To prevent degradation and maintain the quality of the water source,
adequate control measures have been proposed to check the surface run-
off, as well as uncontrolled flow of water into any water body. Following
management measures are suggested to protect the water quality during
the construction phase.
Avoid excavation during monsoon season.
No discharge of treated wastewater to soil and ground water body.
Waste water channels from the site would be connected to septic tank
during construction to prevent wastewater from entering the water
bodies.
To prevent surface and ground water contamination by oil/grease,
leak proof containers should be used for storage and transportation of
oil/grease. The floors of oil/grease handling area should be kept
effectively impervious. Any wash off from the oil/grease handling area
or workshop shall be drained through impervious drains, Clarifiers or
oil/water separators shall be constructed and effluent should be
treated appropriately before releasing it.
Construction activities generate disturbed soil, concrete fines, fertilizer,
oils and other wastes. On-site collection and settling of storm water,
prohibition of equipment wash downs, and prevention of soil loss and
toxic releases from the construction site are necessary to minimize
water pollution.
All stacking and loading areas should be provided with proper garland
drains equipped with baffles to prevent run off from the site to enter
any water body.
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B) OPERATION PHASE
In the operation phase of the project, water conservation and development
measures need to be taken including all possible potential for conservation of
water, reuse, rainwater collection in reservoirs, and recycling of waste water.
These could be in the form of the following:
Water source Development
Minimizing water consumption
Promoting reuse of water after treatment and development of closed
loop systems for different water streams.
Water Source Development
Water source development shall be practiced by installation of scientifically
designed artificial water recharging structures. The objective is to develop the
water sources of the region, such that sustainable water supply to the
proposed project is maintained. Following methods normally do artificial
recharge;
Area Treatment
Spreading Methods
Open Well and Shafts
Drilled wells and Bore Holes
The suitability of a particular method is based on hydro-geological condition,
quality of source and proposed use of recharge water. In the proposed
project, groundwater recharge pits are planned for groundwater recharging.
It is envisaged that recharging to ground water will improve the water quality
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in the area, as the rainwater is fresh and without any pollution. It is planned to
effectively harvest water by rainwater harvesting mechanism.
Minimizing Water Consumption
Water consumption will be minimized by implementing water efficient fixtures
such as 3 litres WC flushing cistern and taps to minimize the wastage of water
together with other water conservation measures. Furthermore, to ensure
ongoing water conservation, an employee education and awareness
programme will be introduced for the employee of the mall. Dry type urinals
will also be used selectively. Following section discusses the specific
measures, which shall be implemented;
Residential Usage:
Use of water efficient plumbing fixtures (ultra flow toilets and urinals,).
Water efficient plumbing fixtures use less water with no marked
reduction in quality and service. To install water less W.C. flushing
cistern helps in conserving water.
Leak detection and repair techniques
Sweep with a broom and pan where possible, rather than hose down
for external areas;
Awareness campaign to disseminate knowledge on strategies and
technologies that can be used for water conservation
New employees will be issued a standard water information packet.
The information should include water conservation plans, water
conservation methods being adopted in the complex and a list of
essential and non-essential water uses.
Office Manager will periodically remind the staff of water conservation
efforts and notify staff of recurring problems with compliance or any
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changes in policy. As new conservation efforts are implemented, the
manager will communicate these changes to the employees.
Proper methods of water use will be placed in the toilets and other
areas of water consumption.
Horticulture:
Drip irrigation system shall be used for the lawns and other green area.
Drip irrigation can save between 15-40% of the water use, compared
with other watering techniques.
Plants with similar water requirements shall be grouped on common
zones to match precipitation heads and emitters.
Use of low-volume, low-angle sprinklers for lawn areas.
Select controllers with adjustable watering schedules and moisture
sensors to account for seasonal variations, and calibrate them during
commissioning.
Selecting a drought resistant grass, and using lawn chemicals and
fertilizer sparingly also reduces watering needs.
Place 3 to 5 in. of mulch on planting beds to minimize evaporation.
Promoting Reuse of Water after Treatment and Development of Closed Loop
Systems
To promote reuse of Water after Treatment and development of closed loop
system for water, segregation of two schemes namely (i) Wastewater
Treatment scheme; and (ii) Storm water management scheme have been
suggested.
Harvested storm water as discussed in earlier section, shall be utilized for
artificial recharge of ground water sources as well as to augment the project
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water requirements. Recycled wastewater shall be reused on site for flushing,
and gardening.
It is estimated that reusing wastewater will save approximately 30 to 35 % of
portable water per day in the shopping mall. Following section details the
wastewater treatment scheme suggested for the project.
6.1.4 EMP FOR LAND ENVIRONMENT
A) CONSTRUCTION PHASE
Waste generated from construction activity includes construction debris,
biomass from land clearing activities (if any), waste from the labour camp,
and. other waste. The following section discusses management of each type
of waste. Besides management of topsoil is an important area for which
management measures are required.
Construction Debris
Construction debris is bulky and heavy and re-utilization and recycling is an
important strategy for management of such waste. 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. This is
particularly applicable to shopping mall project as the construction is to be
completed in a phased manner.
Recycled aggregate will be used for filler application, and as a sub-base for
internal road construction. Mixed debris with high gypsum, plaster, shall not
be used as fill, as they are highly susceptible to contamination, and will be
given to recyclers.
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Construction contractors shall remove metal scrap from structural steel,
piping, concrete reinforcement and sheet metal work from the site. A
significant portion of wood scrap can be reused on site. Recyclable wastes
such as plastics, glass fiber insulation, roofing etc shall be sold to recyclers.
Solid and Other waste
Construction sites are sources of many toxic substances, such as paints,
solvents, wood preservatives, pesticides, adhesives and sealants. Such wastes
generated during construction phase shall be stored in sealed containers,
labeled, and disposed of as required by the Hazardous Wastes Management,
Handling and Transboundary Movement Amendment Rules (MoEF, 2009).
Some management practices to be developed are;
Herbicides and pesticide will not be over applied (small-scale
applications) and not applied prior to rain;
Paintbrushes 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.
Adequate storage facilities for such waste shall be provided and the
waste collection containers conveniently located. A separate
designation to earmark such waste will be made so that the waste
storage areas are away from storm drains or watercourses.
Clearly label all such waste containers with the waste being stored and
the date of generation.
Educate employees and subcontractors on waste storage and
disposal procedures.
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Soil Management
Measures, which would be followed to prevent soil erosion and
contamination include - Maximize use of organic fertilizer for landscaping
and green belt development.
To prevent soil contamination by oil/grease, leak proof containers
should 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.
Vegetation of bare areas after the project.
Working in a small area at a point of time (phase wise construction).
Construction of erosion prevention troughs/berms.
B) OPERATIONAL PHASE
The philosophy of solid waste management at the shopping mall will be to
encourage the four R’s of waste i.e. waste reduction, reuse, recycling, and
recovery (materials & energy). This will reduce in lesser reliance on land filling.
Regular public awareness meetings will be conducted to involve the
occupants and the employees to ensure proper segregation, storage and
collection of waste as per the Municipal Solid Waste (Management and
Handling) Rules 2000.
The Environmental Management Plan for the solid waste focuses on the
Segregation, Storage at source and Collection of the waste management
system.
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Segregation and storage at source
Segregation of waste at source should be made mandatory for the complex.
Segregation or sorting waste at its source should be practiced in order to
encourage reuse/recycling. With segregation at source recyclables do not
lose their commercial value due to cross contamination.
Waste generated at the complex should be segregated as: bio degradable,
inert cum mixed waste, recyclables and waste from changing oil. The entire
waste stream from the complex should be stored and collected separately.
Collection
The Recyclables from the shopping mall would be given to the waste
itinerant buyers or rag pickers, whereas segregated bio-degradable waste
and inert cum mixed waste shall be sent to the nearest landfill site for
processing and final disposal. Wastes, such as spent oils, paint residues etc.
from the site would be collected separately & would be properly disposed
off.
6.1.5 EMP FOR BIOLOGICAL ENVIRONMENT
Construction activities change the natural environment. But it also creates a
built environment for the surrounding. The project requires the
implementation of following choices exclusively or in combination.
A) CONSTRUCTION PHASE
Restriction of construction activities to defined project areas, which are
ecologically less sensitive.
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Restrictions on location of labour camps and offices for project staff
near the project area to avoid human induced secondary additional
impacts on the flora and fauna species.
Cutting, uprooting, coppicing of trees or small trees present in and
around the project site for cooking, burning or heating purposes by the
laborers will be prohibited and suitable alternatives for this purpose will
be found.
Along the major construction work the peripheral greenbelt should be
developed, so that; it will grow to become a full-fledged green cover
by the time the construction is over.
B) OPERATION PHASE
Enhancement of current ecology at the proposed project site will entail the
following measures:
Plantation & landscaping
Green Belt Development
Park & avenue plantation
The section below summarizes the techniques to be applied to achieve the
above objective.
Plantation & landscaping
Selection of the plant species will be based on their adaptability to the
existing geographical conditions and the vegetation composition of the
forest type of the region.
During the development of the green belt within the project area, it has to be
emphasized that those native plant species should be planted which are
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having good ornamental values and fast growing with excellent canopy
cover.
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
6.3. The plants should exhibit the following desirable characteristic in order to
be selected for plantation.
i. The species should be fast growing and providing optimum
penetrability.
ii. The species should be wind-firm and deep rooted.
iii. The species should form a dense canopy.
iv. As far as possible, the species should be indigenous and locally
available
v. Species tolerance to air pollutants like SPM, SO2 and NOx should be
preferred.
vi. The species should be permeable to help create air turbulence and
mixing within the belt.
vii. There should be no large gaps for the air to spill through.
viii. Trees with high foliage density, leaves with larger leaf area and hairy on
both the surfaces.
ix. Ability to withstand conditions like inundation and drought.
x. Soil improving plants (Nitrogen fixing, rapidly decomposable leaf litter).
xi. Attractive appearance with good flowering and fruit bearing.
xii. Bird and insect attracting tree species.
xiii. Sustainable green cover with minimal maintenance
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TABLE 6.3: SUGGESTED TREES FOR GREEN BELT DEVELOPMENT
SNo. Scientific Name Standard Name Time when
flowering –
fruiting occurs
1 Tamarindus indica Imli March-April
2 Syzygium cumini Jamun June-July
3 Spathodea campanulata Rugtoora(African tulip) February-May
4 Peltophorum
pterocarpum
Copper pod/
Yellow flame tree
December-May
5 Mangifera indica Mango April-July
6 Leucaena leucocephala Subabul February-May
7 Emblica officinalis Amla January
8 Cassia fistula maltas March-June
9 Azadirachta indica Neem June-July
10 Anthocephalus cadamba Kadamb August- October
Landscaping and Avenue Plantation
Parks or gardens maintained for recreational and ornamental purposes will
not only improve the current ecology of the proposed site but also aesthetic
value in the area. The plan for plantation in parks and avenues is given
below.
Parks/Gardens
Ornamental trees with spreading branches, shade giving with colorful
flowers for people to relax.
Suitable patches of lawns, rocketry with cactus and other small
flowering xerophytic plants.
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TABLE 6.4: ORNAMENTAL TREES
SNO. ORNAMENTAL TREES
1 Alstonia scholaris
2 Saraca asoca
3 Ailanthus excelsa
4 Peltophorum pterocarpum
5 Callistemon citrinus
6 Acalypha hispida
7 Caesalpinia pulcherrima
8 Calliandra haematocephala
9 Cestrum nocturnum
10 Erythrina indica
11 Plumeria acuminata
12 Polyalthia longifolia
13 Polyalthia pendula
14 Putranjiva roxburghii
15 Tabernaemontana divaricata
Avenue plantation
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.
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6.1.6 EMP FOR SOCIO-ECONOMIC ENVIRONMENT
The Social management plan has been designed to take proactive steps
and adopt best practices, which are sensitive to the socio-cultural setting of
the region. The Social Management Plan for the proposed project will focus
on the following components
Income Generation Opportunity during Construction and Operation phase
Proposed project would provide employment opportunity during construction
and operation phase. There would also be a wider economic impact in terms
of generating opportunities for secondary occupation within and around the
complex. The main principles considered for employment and income
generation opportunities are out lined below:
Employment strategy would prefer employment of local people.
General recruitment procedures will be transparent, public, open to all
and recruitment should be publicized in advance.
There will be no discrimination on basis of gender, caste or other
factors.
Improved Working Environment for Employees
Proposed project would provide safe and improved working conditions for
the workers employed at the facility during construction and operation
phase. The complex will provide a new experience in working and recreation.
Following measures should be taken to improve the working environment of
the area.
Less use of chemicals and biological agents with hazard potential
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Developing a proper interface between the work and the human
resource through a system of skill improvement
Measures to reduce the incidence of work related injuries, fatalities and
diseases
Maintenance and beautifications of the Complex and the surrounding
roads.
Providing a system of incentives to employers and employees to achieve
higher health and safety standards
Opportunities would be provided to the emerging and established artist to
showcase their work
Handicraft and indigenous crafts from different states would be promoted
by providing a platform for display and trade.
MITIGATIVE MEASURES
Transport and road safety: Since the project involves the movement of
vehicles and machineries in the area, the health and safety of pedestrians
and residents accessing the communities is an issue of concern. Considering
this, the project proponents shall mitigate the impact by drawing traffic
management plans, so that any mishap due to traffic thenceforth can be
avoided.
Besides having an implication on their safety, the increase in traffic would
create congestion, cause potential delays and inconvenience for
pedestrians. Taking this into concern, following aspects should be kept in
mind:
Proper precautionary signage shall be installed.
Training to the drivers
Installation of adequate speed breakers at correct locations.
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Conclusion
Thus overall, it’s evident that the project aims at maximizing the project
benefits to the people around the site, the region and the state in general. As
discussed in the study, appropriate measures would be taken to mitigate
negative impacts on the residents. The benefits along with mitigation
measures to tackle any adverse impact on the socio-economic conditions
should aim at creating most conducive situation for the project to operate
and maximize benefits of the socio-economic status of the society and
residents existing around the project site.
6.1.7 EMP FOR ENERGY CONSERVATION
Energy conservation program will be implemented through measures taken
both on energy demand and supply as given in Figure 6.1
FIGURE 6.1: FLOW DIAGRAM FOR ENERGY CONSERVATION
Energy conservation will be one of the focuses during the Residential
Complex planning and operation stages. The conservation efforts would
consist of the following:
Supply Demand Energy
Conservation
Use energy –efficient DG Sets
Exploring the possibilities of
introducing renewable energy
Reduce Consumption
Use energy –efficient
appliances
Create guest awareness
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Energy Saving Practices
Purchase of energy efficient appliances
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
Installing programmable on/off timers and sensors for low occupancy
areas
Use of compact fluorescent lamps and low voltage lighting.
Sunscreen films on windows to reduce heating inside the buildings
Behavioral change on consumption
Training staff on methods of energy conservation and to be vigilant to
such opportunities.
6.2 Fire Protection and handling system:
As a part of fire protection and handling system, the following facilities are
proposed
3 Fire sumps with water capacity of 75,000 Liters
Fire Hose reels in each floor
Portable fire extinguishers in each floor and near electrical installations
Smoke detectors and automatic sprinkler system in vulnerable areas
Fire Jockey pump, Electrical main pump & Standby diesel pump
Emergency lamps in each floor and on stair cases
Smoke exhausters will be provided in basement and cellars
List of fire protection measures proposed to be installed in housing complex
are given in the Table 6.5
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Table 6.5
Floor wise fire fighting systems proposed
S.
No.
Floors Exting
-
uisher
s
Hos
e
Ree
l
Down
Comer
with
hose
box
MCP Autom
atic
sprinkl
ers
Under
Ground
sumps
Fire
sump
s
Terrace
sumps
1 Basem
ent-1
53 04
04
04 434 01 03 NA
2 Basem
ent-2
50 04 04 420 NA NA NA
3 Basem
ent-3
50 04 04 420 NA NA NA
4 Block-A 16 04 04 NA NA NA NA
5 Block-B 16 04 04 NA NA NA NA
6 Block-E 16 04 04 NA NA NA NA
7 Block-J 16 04 04 NA NA NA NA
8 Block-K 16 04 04 NA NA NA NA
9 Block-L 16 04 04 NA NA NA NA
10 Ameniti
es
Block
16 04 04 NA NA NA NA
Total 265 40 04 40 1274 01 03 --
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Summary of facilities are given below
S.No. Item Required as per Table 23 of
Part-IV of NBC of India 2005
1 Fire Extinguishers as per IS :
2190
265 Nos
2 Hose Reel system 40 Nos
3 Wetriser with hose box 04 Nos
4 Automatic sprinklers system 1274 Nos
5 Manually operated electric
fire alarm system
40 Nos
6 Underground static water
storage tank
75000 Litres
7 Terrace Tank --
8 FIRE PUMPS 1 No. Elec. Pump of 1620 LPM
1 No. Diesel pump of 1620
LPM
1 No. of Jockey Pump of 180
LPM
Also 7 meter set back is left al round the building for free movement of fire
tender. Stairs are designed as per National Building code norms for high rise
building. Adequate signage and warnings will be provided on fire safety and
availability of fire fighting systems in the building. Ensures all electrical
installations and wiring will be complied with Indian Electricity Act and Rules
and National Building code norms. Adequate earth pits would be installed
and maintained for earthing of equipment
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6.3 ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN
Apart from having an Environmental Management Plan, it is necessary to
have a permanent staff charged with the task of ensuring its effective
implementation of mitigation measures and to conduct environmental
monitoring. The major duties and responsibilities of the person – in - charge
shall be as given below:
To implement the environmental management plan,
To assure regulatory compliance with all relevant rules and regulations,
To ensure regular operation and maintenance of pollution control
devices,
To minimize environmental impacts of operations 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 inconvenience and the action taken
6.2.1 ENVIRONMENTALMONITORING
The purpose of environmental monitoring is to evaluate the effectiveness of
implementation of Environmental Management Plan (EMP) by periodically
monitoring the important environmental parameters within the impact area,
so that any adverse affects are detected and timely action can be taken.
The following areas will be monitored regularly;
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1) Raw water quality of HMWS&SB water supply, Bore well water and
tanker water (whenever used) will be monitored regularly to ensure
suitability for drinking or other domestic usage.
2) The treated water quality shall also be checked on a regular basis
particularly at the points of actual use.
3) Water consumption in various areas and for different users will be
measured on a regular basis. Water measurement devices will be
included in the design itself so that representative water consumption
data can be obtained and measures of control instituted.
4) Raw and Treated Sewage will be monitored for general parameters like
pH, SS, COD, BOD and Oil & Grease. Also, residual chlorine and
coliforms will also be monitored for treated effluent.
5) Ambient air quality within the project area will be monitored quarterly
in a year for Pm2.5, PM10, SO2, NOx & CO.
6) Stack emissions with respect to PM, SOx, and NOx level will be regularly
monitored from all stacks. The DG stack emissions especially are
regulated as per G.S.R- 489(E) dated July 9th, 2002 and compliance to
these or APPCB standards if any, will be ensured.
7) Noise levels will be checked at regular interval near service block with
DG sets, boilers, compressors and HVAC system, near STP and other
noise generating areas.
8) Quantity of solid waste generation will also be measured for the
different types of solid waste.
9) Quantity of hazardous wastes generated (waste lube and transformer
oil) shall be measured on a regular basis and records of disposal
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maintained as per the Hazardous Waste (Management & Handling
Rules, 2003).
10) Numbers of used lead-acid batteries disposed off to authorised
vendors/ dealers will be monitored and requisite records maintained.
6.2.2 AWARENESS AND TRAINING
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’s should be
communicated to the following groups of people:
Employees
Employees must be made aware of the importance of waste segregation
and storage, water and energy conservation. This awareness can be
provided through leaflets and periodic in house meetings. They should be
informed of their responsibilities for successful operation of various
environmental management schemes inside the premises.
Site Staff
Relevant personnel at site must be trained for the following:
Collection, Segregation and Storage of the solid and waste generated
during oil change.
Operation and maintenance of Sewage Treatment Plant and
reclamation system
Requirements of the Emergency Response Plan in case of an
emergency.
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Techniques for waste minimization, water conservation and energy
conservation
Applicable environmental, health and safety regulations and
compliance requirements for the same.
Functioning of the Environmental Management System including
environmental monitoring, reporting and documentation needs.
6.2.3 RECORD KEEPING AND REPORTING
Record keeping and reporting of performance is an important management
tool for ensuring sustainable operation of the proposed project. Records
should be maintained for regulatory, monitoring and operational issues.
Typical record keeping requirements for the project site is summarized in
Table – 6.6: RECORD KEEPING REQUIREMENTS
Parameter Particulars
Solid Waste Handling
and Disposal
Daily quantity of waste generated and sent for
disposal
Sewage Treatment Daily quantity of raw and treated sewage
Quantity and point of usage of treated
wastewater
Treated wastewater quality
Regulatory Licenses
(Environmental)
Environmental Permits / Consents from APPCB /
MOEF
Copy of Waste manifests as per requirement
Monitoring and
Survey
Records of all monitoring carried out as per the
finalized Monitoring protocol.
Other Log book of compliance
Employee environmental, health and safety
records
Equipment inspection and calibration records,
where applicable
Vehicle maintenance and inspection records
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6.2.4 ENVIRONMENTAL AUDITS AND CORRECTIVE ACTION PLANS
To assess whether the implemented EMP is adequate, the project
Management Committee will conduct periodic environmental audits. These
audits will be followed by Corrective Action Plans (CAP) to correct various
issues identified during the audits.
6.2.5 BUDGET FOR EMP:
The details of activities and expenses to be incurred on EMP are presented
below.
TABLE 6.7 – BUDGET FOR EMP
The recurring expenditure includes maintenance of green area & landscape,
monitoring of environmental attributes and maintenance & operation of STP
and rain water harvesting system.
The budget for the components of EMP will be a part of project cost while the
recurring expenditure will be met from the maintenance charges collected
from residents on monthly basis.
S. No Component Amount Rs Lakhs
1 Dust Suppression 5.0
2 STP 65.0
3 Acoustic enclosures to
DG sets
15.0
4 Green Belt Development 10.0
5 Rainwater Harvesting 10.0
Total 105.00
Recurring Expenditure 15.00
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6.2.6 ENVIRONMENTAL MANAGEMENT CELL
At least one permanent employee (Environmental Officer) with adequate
educational and professional qualification and experience to discharge
responsibilities related to environmental management including statutory
compliance, pollution prevention/ waste minimization, environment
monitoring, preventive maintenance of pollution control equipment, green
belt development and maintenance will be employed by the project
proponent. The Environmental Officer will be responsible for all issues related
to environmental management at proposed project and will report directly
to the management.
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CHAPTER–7
7.0 BENEFITS OF THE PROJECT
The project would benefit the project area in many aspects as detailed
below:
The project would provide residential apartments
The project also ensures healthy and comfortable living environment. The
improvements in the physical infrastructure of the project result in the
development of Residential and service activities in the surroundings.
The implementation of project contributes to improvements in the social
infrastructure like roads, housing, water supply, electrical power, drainage,
educational institutions and hospitals etc., in the locality.
The project would create employment potential for skilled, semi-skilled and
unskilled labor both during construction and operational phases of the
project to local population.
Also project improves aesthetics of the area with the development of
greenery
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CHAPTER– 8
8.0 CONCLUSION
The proposed project is aimed at developing residential flats. The proposed
site is away from city traffic and located in serene environment which will
give comfort to residents. Adequate care is taken to protect, preserve and
improve the environment around the site. About 7718.33 Sq.mts of the area
earmarked for development of greenery. It is proposed to take water from
HMWS&SB so that project need not draw ground water. Further rain water
harvesting structures proposed to enhance the ground water of area. The
waste water is proposed to be treated in ecologically friendly treatment
methodology and re-use back.
As the site is well connected with existing road net work and outer ring road
no additional impact will be there on existing roads. Enough parking place is
proposed to be developed for vehicles within the complex.
Thus the project is environmentally viable and sustainable.