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Form I & IA for Expansion of Rajiv Gandhi InfoTech Park Phase II Hinjewadi Pune – 411057.
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APPENDIX I
(See paragraph – 6)
FORM 1
(I) Basic Information
Name of the Project: Rajiv Gandhi InfoTech Park
Phase II, Hinjewadii, Pune- 411 057.
Location / site alternatives under consideration:
Plot No. 31,
Rajiv Gandhi InfoTech Park Hinjewadi, MIDC
Phase II, Pune 411057
Size of the Project: *
Total Plot Area -- 1, 99,934.05 sqm.
Build up Area (cleared) – 1, 18,933.36 sqm
Expansion Build up area (clearance to be obtained) –1,20,949 sqm
Expected cost of the project: 280 Crores.
Contact Information: Mr.Regu Raman
Manager- Civil Projects Wipro Ltd. Special economic zone
Plot No. 31, Rajiv Gandhi InfoTech Park Hinjewadi, Phase II, Pune 411057
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Screening Category: Building Construction Project 8(a)
Category B2:> equal to 20,000 Sq.m.< equal to
1,50,000 Sqm.
Capacity corresponding to sectoral activity (such as production
capacity for manufacturing, mining lease area and production
capacity for mineral production, area for mineral exploration, length
for linear transport infrastructure, generation capacity for power
generation etc.,)
(II) Activity
1. Construction, operation or decommissioning of the Project involving
actions, which will cause physical changes in the locality
(topography, land use, changes in water bodies, etc.)
Sr.No. Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities /rates, wherever
possible) with source of
information data
1.1 Permanent or temporary change
in land use, land cover or
topography including increase in
intensity of land use (with
respect to local land use plan).
No No Change in Land use.
Setting up of Sector Specific SEZ
approval Letter enclosed.
Annexure: 3
1.2 Clearance of existing land, Yes This is an expansion project.
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vegetation
and buildings?
Clearance already obtained for
existing buildings on the plot.
1.3 Creation of new land uses? No NA
1.4 Pre-construction investigations
e.g. bore houses, soil testing?
Yes Soil Testing Report.
Annexure 8
1.5 Construction works? Yes 1,20949 sq.m.
1.6 Demolition works? No NA
1.7 Temporary sites used for
construction Works Or housing of
construction
workers?
Yes Labor camp will be provided for 300
Workers working within Construction
site. Temporary sheds provided for
their residential purpose, drinking
water facility provided to them.
Water for the drinking and domestic
purpose will be provided through
tankers. Toilet block consisting of 20
toilets will be provided with Septic
tank and soak pit.
1.8 Above ground buildings,
structures or earthworks including
linear structures,
cut and fill or excavations
Yes Excavated material during
construction will be used to filling in
low-lying area within construction
site.
1.9 Underground works including
mining or tunneling?
No NA
1.10 Reclamation works? No NA
1.11 Dredging? No NA
1.12 Offshore structures? No NA
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1.13 Production and manufacturing
Processes?
No NA
1.14 Facilities for storage of goods or
materials?
Yes Materials related to construction are
having temporary arrangement for
storage within construction site.
1.15 Facilities for treatment or
disposal of solid waste or liquid
effluents?
Yes a) During Construction
phase:
Construction debris will be used to
backfilling of low-lying area within
construction site. Solid waste that
will be generated from construction
workers working within site will be
dispose through Municipal waste
bins.
Septic tank and soak pit will be
providing for proper dispose of liquid
effluent.
b) During Operation Phase:
(I) Solid waste: ( for expansion )
Total Quantity = 3011.1Kg/day
a) Biodegradable Solid Waste
= 1204.4 kg/day
(Additional 50 Kg/day shall be
accounted by trees, plantation and
landscape trimming.)
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= 1254.4 Kg/day
b) Dry waste
= 1806.6 kg/day
Biodegradable and Non-
biodegradable waste will be
segregated. Dry waste will be sent
for recycling and ‘In Vessel Process’
will treat wet waste for composting.
(II) Liquid effluent will be treated in
Sewage treatment Plant will having
capacity = 600 KLD
Schematic diagram of STP:
Annexure- 11
1.16 Facilities for long term housing of
operational workers?
No NA
1.17 New road, rail or sea traffic
during construction or operation?
No NA
1.18 New road, rail, air waterborne or
other transport infrastructure
including new or altered routes
and stations, ports, airports etc?
No NA
1.19 Closure or diversion of existing
transport routes or infrastructure
leading to changes in traffic
movements?
No NA
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1.20 New or diverted transmission
lines or pipelines?
No NA
1.21 Impoundment, damming,
culverting, realignment or other
changes to the hydrology of
watercourses or aquifers?
No NA
1.22 Stream crossings? No NA
1.23 Abstraction or transfers of water
form ground or surface waters?
No To accomplish water requirement of
workers working within construction
site for their domestic use will be
available from Tankers.
During operation the water shall be
utilized for domestic and flushing
purpose. Water shall be subjected to
treatment if the need arises.
1.24 Changes in water bodies or the
land surface affecting drainage or
run-off?
No NA
1.25 Transport of personnel or
materials for construction,
operation or decommissioning?
Yes During Construction Phase: Only
Material Transport.
Approximately 3 Tractors/day
2 Trucks/day
During Operation Phase: Vehicular
circulation of the workers which will
be employed within this complex.
1.26 Long-term dismantling or
decommissioning or restoration
No NA
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works?
1.27 Ongoing activity during
decommissioning which could
have an impact on the
environment?
No NA
1.28 Influx of people to an area in
either temporarily or
permanently?
Yes Influx of People during
Construction Phase:
: 400- 450 workers.
Influx of People during
Operational Phase:
Total 21,807 persons will be
working. For expansion buildings
population is 10,037.
Clearance already obtained for
buildings with population 11,770.
1.29 Introduction of alien species? No NA
1.30 Loss of native species or genetic
diversity?
No NA
1.31 Any other actions? No NA
2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply)
Sr.No. Information/checklist confirmation Yes/No Details thereof (with
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approximate quantities
/rates, wherever possible)
with source of information
data
2.1 Land especially undeveloped or
agricultural land (ha)
Yes It’s an expansion project,
construction on Undeveloped
land.
2.2 Water (expected source & competing
users) unit: KLD
Yes
During Construction:
Source: Tankers Water requirement=125 KLD. During Operation:
Total Water requirement: (For Domestic, Flushing and irrigation) Total: 1046 KLD
Total domestic water
Requirement: 710 KLD
Landscape : 96 KLD
Total Reused Water = 568 KLD say 570 Air conditioning system = 240
KLD ( 120 KLD fresh & 120
KLD recycled)
Source: MIDC, Treated
Sewage, water from RWH.
2.3 Minerals (MT) No NA
2.4 Construction material: stone,
aggregates, and / soil
(expected source – MT)
Yes
Companies authorized
approval local vendors.
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2.5 Forests and timber (source – MT) No NA
2.6 Energy including electricity and fuels
(source, competing users) Unit: fuel
(MT), energy (MW)
Yes
Source: MSEB
During Construction: 450 KVA Approx.
DG Sets: 125 KVA, 3 SETS.
75 KVA MSEB Connection
During Operation: 8399 KVA Approx. Nos. of D.G.Sets: 1500 KVA , 6 Sets Fuel Requirement : HSD 250 lit/hr
2.7 Any other natural resources (use
appropriate standard units)
No
-
3. Use, storage, transport, handling or production of substances or
materials, which could be harmful to human health or the
environment or raise concerns about actual or perceived risks to
human health.
Sr.No. Information/Checklist confirmation Yes/No Details thereof (with
approximate
quantities/rates,
wherever possible)
with source of
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information data
3.1 Use of substances or materials, which are
hazardous (as per MSIHC rules) to human
health or the environment (flora, fauna, and
water supplies)
No During Construction:
No generation of
hazardous waste.
During Operation:
Approx. 0.5 Ton /Month
of Electronic waste is
likely to be generated.
The electronic waste
will be sent to hardware
unit at Bangalore.
3.2 Changes in occurrence of disease or affect
Disease vectors (e.g. insect or water borne
diseases)
No NA
3.3 Affect the welfare of people e.g. by changing
living conditions?
No It can help in improving
the living standards of
that area.
3.4 Vulnerable groups of people who could be
affected by the project e.g. hospital patients,
children, the elderly etc.,
No NA
3.5 Any other causes No NA
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4. Production of solid wastes during construction or operation or
Decommissioning (MT/month)
Sr.No. Information/Checklist confirmation Yes/No Details thereof (with
approximate
quantities/rates,
wherever possible)
with source of
information data
4.1 Spoil, overburden or mine wastes No Excavated material will
be used for backfilling at
the site.
4.2 Municipal waste
(domestic and or commercial wastes)
Yes Solid waste for
Expansion :
Total Quantity = 3011
Kg/day
a) Biodegradable Solid
Waste = 1204.4 kg/day
(Additional 50 Kg/day
shall be accounted by
trees, plantation and
landscape trimming.)
= 1254.4 Kg/day
b) Dry waste = 1806.6
kg/day
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4.3 Hazardous wastes (as per Hazardous
Waste
Management Rules)
No NA
4.4 Other industrial process wastes No NA
4.5 Surplus product No NA
4.6 Sewage sludge or other sludge from effluent
treatment
Yes Sludge from biological
treatment process will be
dewatered in filter press
and reused as compost
in-house.
4.7 Construction or demolition wastes Yes During construction
Approx. 40,000 cum
material will be
excavated and used for
backfilling.
4.8 Redundant machinery or equipment No NA
4.9 Contaminated soils or other materials No NA
4.10 Agricultural wastes No NA
4.11 Other solid wastes No NA
5. Release of pollutants or any hazardous, toxic or noxious
substances to air (Kg/hr)
Details thereof (with
Form I & IA for Expansion of Rajiv Gandhi InfoTech Park Phase II Hinjewadi Pune – 411057.
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Sr.No. Information/Checklist confirmation Yes/No approximate
quantities/rates,
wherever possible)
with source of
information data
5.1 Emissions from combustion of fossil fuels
from stationary or mobile sources
Yes During Construction:
Sources:
Earthmoving Machinery
(Excavator)-
Concrete Pumps
Batching Plant
Hoist Crane
Alfa Crane
vi) Compressor
During Operation:
Sources: D G Sets,
Transformers
During Operation: Nos. of D.G.Sets:
15000 KVA , 6 Sets
Height of Stack and
sampling arrangement
shall be provided as per
emission regulations of
CPCB.
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5.2 Emissions from production processes No NA
5.3 Emissions from materials handling including
storage or transport.
Yes Approx. 3 Tractors/day
2 Trucks/day
5.4 Emissions from construction activities
including plant and equipment
Yes Dust during Construction
equipments/Machineries
like
: i) Earthmoving
Machinery (Excavator)-
ii) Concrete Pumps
iii) Batching Plant
iv) Hoist Crane
v) Alfa Crane
vi) Compressor
However there will be
emission of dust during
handling of construction
material.
5.5 Dust or odours from handling of materials
including construction materials, sewage and
waste
No As per Environmental
Management Plan
(EMP) Annexure-16
5.6 Emissions from incineration of waste No NA
5.7 Emissions from burning of waste in open air
(e.g. slash materials, construction debris)
No NA
5.8 Emissions from any other sources No NA
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6. Generation of Noise and Vibration, and Emissions of Light and
Heat:
Sr.No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data with source of information data
6.1 From operation of equipment e.g. engines,
ventilation plant, crushers
Yes During Construction
Phase:
Sources of Noise
Pollution and vibration
are machineries like
Earthmoving Machinery
(Excavators), Concrete
Pumps, Batching Plant,
Hoist Crane, Alfa Crane,
Compressors and
transportation materials.
These Machineries will
be used only during
daytime.
During Operation
Phase:
D.G.Sets will be
provided with canopy to
Form I & IA for Expansion of Rajiv Gandhi InfoTech Park Phase II Hinjewadi Pune – 411057.
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reduce Noise and
vibration.
6.2 From industrial or similar processes No NA
6.3 From construction or demolition Yes As per Environmental
Management Plan
(EMP)
Annexure-16
6.4 From blasting or piling No NA
6.5 From construction or operational traffic
Yes As per Environmental
Management Plan
(EMP) Annexure-16
6.6 From lighting or cooling systems
Yes For the areas requiring
AC It is proposed to
install VRV II advanced
air-cooling system.
6.7 From any other sources No NA
7. Risks of contamination of land or water from releases of pollutants
into the ground or into sewers, surface waters, groundwater,
coastal waters or the sea:
Sr.No. Information/Checklist confirmation Yes/No Details thereof (with
approximate quantities
/rates, wherever
possible) with source
of information data
Form I & IA for Expansion of Rajiv Gandhi InfoTech Park Phase II Hinjewadi Pune – 411057.
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7.1 From handling, storage, use or spillage of
hazardous materials
No NA
7.2 From discharge of sewage or other effluents
to water or the land (expected mode and
place of discharge)
No Sewage effluents will be
treated and reused for
flushing, gardening and
green belt areas. Hence
there is no risk of
contamination due to
release of sewage or
effluent.
7.3 By deposition of pollutants emitted to air into
the land or into water
No NA
7.4 From any other sources No NA
7.5 Is there a risk of long term build up of
pollutants in the environment from these
sources?
No NA
8. Risk of accidents during construction or operation of the Project,
which could affect human health or the environment
Sr.No. Information/Checklist confirmation Yes/No Details thereof (with
approximate quantities
rates, wherever
possible) with source
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of information data
8.1 From explosions, spillages, fires etc from
storage, handling, use or production of
hazardous substances.
No NA
8.2 From any other causes
Yes There is a risk of
accident during
construction however
proper safety measures
will be taken by using
safety Helmets, Safety
belts, safety nets, safety
shoes etc. as per the
requirement.
8.3 Could the project be affected by natural
Disasters causing environmental damage
(e.g. floods, earthquakes, landslides,
cloudburst etc)?
No Floods and landslides
are not expected in the
area.
Earthquake proneness:
The area falls under
Zone III as per IS- 1893-
2002. Hence relevant
design parameters as
per zone III have been
considered for RCC
design of the buildings.
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9. Factors which should be considered (such as consequential
development) which could lead to environmental effects or the
potential for cumulative impacts with other existing or planned
activities in the locality
Sr. No. Information/Checklist confirmation Yes/No Details thereof (with
approximate quantities
/rates,wherever
possible) with source
of information data
9.1 Lead to development of supporting cities,
ancillary development or development
stimulated by the project which could have
impact on the environment e.g.:
• Supporting infrastructure (roads, power
supply, waste or waste water treatment, etc.)
• housing development • extractive industries • supply industries • other
No IT Development.
9.2 Lead to after-use of the site, which could
have an impact on the environment
No
NA
9.3 Set a precedent for later developments Yes Successful operation of
this IT park will lead to
similar developments
towards progress.
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9.4 Have cumulative effects due to proximity to
other existing or planned projects with similar
effects
No -
(III) Environmental Sensitivity
Sr.No.
Areas Name/
Identity
Aerial distance (within
15km.)Proposed
project location
boundary
1 Areas protected under international
conventions, national or local legislation for
their ecological, landscape, cultural or other
related value
No
NA
2 Areas which are important or sensitive for
ecological reasons - Wetlands, watercourses
or other water bodies, coastal zone,
biospheres, mountains, forests
No
NA
3 Areas used by protected, important or
sensitive species of flora or fauna for
breeding, nesting, foraging, resting, over
wintering, migration.
No NA
4 Inland, coastal, marine or underground
waters
No NA
5 State, National boundaries No NA
6 Routes or facilities used by the public for
Access to recreation or other tourist, pilgrim
areas
No NA
Form I & IA for Expansion of Rajiv Gandhi InfoTech Park Phase II Hinjewadi Pune – 411057.
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7 Defence installations No NA
8 Densely populated or built-up area
Yes Census Data.
Annexure: 15
9 Areas occupied by sensitive man-made land
Uses (hospitals, schools, places of worship,
community facilities)
Yes Census Data
Annexure: 15
10 Areas containing important, high quality or
Scarce Resources (ground water resources,
Surface resources, forestry, agriculture,
fisheries, tourism, minerals)
Yes
Ground water resources
such as wells are ample
and nearer from site.
11 Areas already subjected to pollution or
environmental damage. (those where
existing legal environmental standards
are exceeded)
No
NA
12 Areas susceptible to natural hazard which
Could cause the project to present
environmental problems
(earthquakes, subsidence, landslides,
erosion, flooding or extreme or adverse
climatic conditions)
No
NA
Form I & IA for Expansion of Rajiv Gandhi InfoTech Park Phase II Hinjewadi Pune – 411057.
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APPENDIX II
(See paragraph 6)
FORM-1 A
(Only for construction projects listed under item 8 of the Schedule)
CHECK LIST OF ENVIRONMENTAL IMPACTS
1. LAND ENVIRONMENT
(Attach panoramic view of the project site and the vicinity)
1.1. Will the existing land use get significantly altered from the project that is
not consistent with the surroundings? (Proposed land use must
conform to the approved Master Plan / Development Plan of the area.
Change of land use if any and the statutory approval from the competent
authority is to 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.
Setting up of Sector Specific SEZ approval Letter enclosed. The proposed
land use is in conformity with the DP of the area.
Annexure – I- Panoramic view
Annexure – 2: Master Plan
Annexure – 3: SEZ Approval Letter
Annexure – 4: Site Layout
Annexure – V : Contour map
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1.2. List out all the major project requirements in terms of the land area, built
up area, water consumption, power requirement, connectivity,
community facilities, parking needs etc.
Total Plot Area -- 1, 99,934.05 sqm.
Build up Area (cleared) – 1, 18,933.36 sqm
Expansion Build up area (clearance to be obtained) –1,20,949 sqm
The overall area of the plot is 1, 99,934.05 sq. meters of which an area
measuring 1,20,949 sq. meters will be brought under construction, and 16,000
sq. meters will be developed as landscape.
v) WATER REQUIREMENT:
a) During Construction Phase:
Total water requirement during construction phase shall be approximately
125 KLD which will be used for domestic use as well as construction for the
workers working / dwelling on the site. This water will be made available from
MIDC & tankers.
b) During Operational Phase: Proposed expansion project has 1,20,949 sqm Built-up area. Population of
the expansion project would be approximately 10,037.
A) Water requirement for Domestic Purpose= 359 KLD
B) Water requirement for Flushing= 351 KLD C) Water requirement for Irrigation/Gardening= 96 KLD D) Water Requirement for Air Conditioning = 240 KLD Hence,
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E) Total Water requirement =1046 KLD.
F) Reused / Recycled Water: a) Watering the trees and green belt = 96 KLD
b) Water for Flushing = 354 KLD
c) Air Conditioning = 240 KLD
Total Reused Water = 568 KLD
VI) POWER REQUIREMENT:
a) During Construction Phase:
Power required for the general purpose will be approx. 450 KVA Approx.
DG Sets: 125 KVA, 3 SETS.
75 KVA will be taken from MSEB Connection.
b) During Operational Phase:
Power requirement during operational phase will be 8399 KVA Approx. Nos. of D.G.Sets:
1500 KVA , 6 Sets
Fuel Requirement : HSD 250 lit/hr
V) PARKING STATEMENT: -
Multi level Car parking will be provided. Some peoples shall be coming
through public transport.
Proposed Parking:
Multilevel Car parking will be provided.
There is provision for 1300 four-wheelers & 1500 two wheelers parking.
100 buses for pick up and drop.
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Parking space will be allotted within the campus. There will be no congestion
during working period because adequate space will be providing within plot
area.
(Refer Annexure 6: Map of Parking Plan)
VI) LANDSCAPING AND TREE PLANTATION
The green belt area will be 16,000.00 sq.m. for the expansion area, so as to
to keep the campus green and environment friendly. The Project proponents
have proposed a landscape development plan, which includes planting of
flowering and shady trees, shrubs and lawn within the plot.
Infront of SDB-4 & SDB-5 Along the boundary wall (Compound side)
Sr.No. Name NOs Sr.No. Name NOs
1. Azadiracta indica 10 1. Alistonia scholaris 100
2. Lagestromia thorellia 10 2. Grevillea robusta 75
3. Peltophorum 15 3. Bahunia Blackiana 75
4. Spathodia companulata
15 Around Utility & Logistic Block
5. Michelia champaka 10 1. Jacaranda mimosifolia 20
6. Delonix regia 15 2. Delonix regia 10
7. Tabebuia avalande 20 3. Cordia sabestian 10
8. Rain tree 20 4. Milingtonia hortensis 20
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East side of SDB-4 & SDB-5 West side of SDB-4 & SDB-5
Sr. No. Name Nos Sr. No. Name Nos
1. Delonix regia 10 1. Lagestromia indica 15
2. Milingtonia hortensis 15 2. Alistonia scholarsis 15
3. Peltophorum 20 3. Bahunia Blackiana 10
4. Spathodia companulata 10 4. Spathodia companulata 10
5. Jacaranda mimosifolia 15 5. Jacaranda mimosifolia 15
6. Plumeria 10
South side of SDB-4 & SDB-5 Assembly
Sr.No. Name Nos Sr.No. Name Nos
1. Delonix regia 10 1. Delonix regia 20
2. Milingtonia hortensis 10 2. Plumeria 30
3. Peltophorum 15 3. Golden melluluca 40
4. Bahunia Blackiana 10 4. Bottle brush 30
5. Tabebuia avalande 10 5. Rain tree 25
6. Colvella racemeosa 15 6. Michelia champaka 20
Around MLCP Car Parking
Sr. No. Name Nos Sr. No. Name Nos
1. Tabebuia argentia 25 1. Terminalia catappa 100
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2. Terminalia catappa 75 2. Delonix regia 50
3. Bahunia Blackiana 25 3. Tabebuia avalande 50
4. Delonix regia 40 4. Colvellea racemosa 25
5. Peltophorum 30
(Annexure 7: Landscaping plan)
1.3. What are the likely impacts of the proposed activity on the existing
facilities adjacent to the proposed site? (Such as open spaces,
community facilities, details of the existing land use, and disturbance to
the local ecology).
Although it is a construction activity, its impact on air quality, water quality,
noise and soil will not be notable. As a matter of fact this activity will have
positive impact on socio-economic culture of people residing in the vicinity of
the proposed area. There will not be any disturbance to the local ecology as
this is the expansion project & selected area for the construction is a
undeveloped land.
The project site has plain land. The whole area will be occupied by
vegetation. The plantations, which would be grown in the commercial area,
will be helpful in increasing green cover of the area. Proposed project will
require manpower during construction phase and operational phase thereby
creating job opportunities. Local skilled and unskilled laborers will have an
opportunity for employment directly or indirectly. There will be additional
employment for the poor strata of society by way of domestic helpers, drivers,
cleaners etc.
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Due to the proposed project, facilities are likely to grow in line with the
development. As during the construction and operational phases of the
project a workforce which will be needed which will be including both skilled
and unskilled people. The introduction of workers from areas outside the
region, could introduce a potential effect on the local culture, habits and
economics.
1.4. Will there be any significant land disturbance resulting in erosion,
subsidence & instability? (Details of soil type, slope analysis,
vulnerability to subsidence, seismicity, etc may be given).
A. Details of Soil quality and slope
Generally, soil types found in Pune district are black, copper, red and paddy
soil. Soil blends of variable proportions are modified by sand, gravel, lime
salts and other ingredients. Soil erosion is acute in these soils because of the
sloppy nature of lands mostly unprotected by natural vegetation due to over
grazing.
Samples were collected within a radius of 10 Km in the study area. Soil
samples collected and were analyzed for pH, moisture content, water holding
capacity, organic matter, ammonia nitrogen, potassium, phosphorous,
Magnesium as Mg, Chlorides as Cl-, Sulphates as SO4--using standard
methods of Association of Official Agricultural Chemist. Results of analysis
are presented in Annexure 13.
Land at the project site is tableland and has no major slopes.
(Refer Annexure 5 - Contour map)
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The geology of the Pune consists of Deccan traps with inter-trapped beds.
The volcanic lava flows are spread out in the forms Horizontal sheets or beds.
Pune is a plateau city situated near the western margin of the deccan plateau.
The main system of hills is Sahyadri, which run south in the western portion of
the district. Pune is situated at latitude of 18o31’ N and longitude
73o51’east.Mean elevation of the site is 560 meters
Geology of the location includes Hard rock, weathered basalt. Moderately
fractured rock (Hard Murum), weathered rock.
B. Vulnerability to Seismicity and precautions:
As per the Seismic Zoning Map of India (given in Enclosures) Pune region
falls under Zone- 3. Stability Certificate, as per prevalent IS Code will be
obtained for these buildings from registered Consulting Structural Engineer
considering the seismic forces and wind forces etc.
C. Vulnerability to Subsistence
Ground level of the plot is plain land. Backfilling in the vicinity of site is
included in the project plan in order to increase the ground level of the project.
Hence, subsistence is not expected.
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)
Not Applicable.
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1.6. What are the quantities of earthwork involved in the construction activity
cutting, filling, reclamation etc. (Give details of the quantities of
earthwork involved, transport of fill materials from outside the site etc.)
During construction total earthwork involved 40,000 cum.
1.7. Give details regarding water supply, waste handling etc during the
construction period.
Water Requirement during Construction Phase:
Total water requirement during construction phase shall be approximately 125
KLD approximately for construction as well as domestic use for the workers
working /dwelling on the site. This water will be made available from tankers
& from MIDC. Toilet block consisting of 20 toilets will be provided with Septic
tank and soak pit.
The Biodegradable and non-biodegradable solid waste will be sent to
Municipal waste bins.
The construction debris will be used to backfilling at the site.
Water Requirement during Operation Phase:
Total water requirement during operation phase shall be approximately1046
KLD. It will be available from MIDC, treated sewage & water from RWH.
Wastewater generated from this will be treated in Sewage treatment plant will
having capacity 600 KLD.
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The Biodegradable and non-biodegradable solid waste will be segregated
and recycled. The ‘In vessel process’ will be used for composting of solid
waste.
1.8. Will the low-lying areas & wetlands get altered? (Provide details of how
low lying and wetlands are getting modified from the proposed activity)
No water logging is expected because no availability of water source in
nearby area.
1.9. Whether construction debris & waste during construction cause health
hazard? (Give quantities of various types of wastes generated during
construction including the construction labor and the means of
disposal)
Construction debris and waste during construction will not cause health
hazard. Temporary housing will be provided at the site for 400 workers. Solid
waste generated during construction is expected to be approx. 40 kg/day.
Solid waste generated during construction will be given to municipal waste
site.
Construction debris generated will be used for back filling on the site.
All the waste generates will be properly treated and taken care of, therefore
will not create any health hazard.
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2. WATER ENVIRONMENT
2.1. Give the total quantity of water requirement for the proposed project with
the breakup of requirements for various uses. How will the water
requirement be met? State the sources & quantities and furnish a water
balance statement.
Water Requirement:
a) During Construction Phase:
Total water requirement during construction phase shall be approximately 125
KLD for domestic use for the workers working / dwelling on the site. This
water will be made available from tankers.
b) During Operational Phase:
Proposed project has 1,20,949 sq.m. built-up areas. Total number of persons
will be employed at the commercial complex would be approximately 10, 037.
During Operation
Total: 1046 KLD
Total domestic water Requirement: 710 KLD
Landscape : 96 KLD
Air Conditioning: 240 KLD
Total Reused Water = 568 KLD Source: MIDC, Treated Sewage, water from RWH.
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Water Balance Statement
Sr. No.
Description Water Requirement
Loss Treated Waste Water
Generation
Water Use
Fresh Recycled
1. Washing and Drinking( @ 10 LPCD) & 3685 seater Canteen @ 70LPCD per seat
101 + 258 = 359
36 323 359 ---
2. Flushing( @35 LPCD)
351 35 316 Nil 351
3. Landscaping 96 96 Nil Nil 96
4. Water Cooled Chillers
240 240 Nil 119 121
Total 1046 478 568 478 568
Water Supply
This requirement will be met from MIDC as well as recycled wastewater. The
recycled wastewater will be used for watering trees, green belts and for
flushing.
Water Storage capacity:
Water for Domestic purpose: 630 KLD
Water for flushing: 350 KLD
Soft Water: 200 KLD
2.2. What is the capacity (dependable flow or yield) of the proposed
source of water?
The proposed source of water will be MIDC & Recycled wastewater, which will
be generated at the rate of 568 KLD approx.
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2.3. What is the quality of water required, in case, the supply is not from a
municipal source? (Provide physical, chemical, biological
characteristics with class of water quality)
The quality of water is as per the Indian Standards. The recycled wastewater,
will be used for flushing, watering the trees and the green belt. The water will
be treated before use to fulfill irrigation standards.
(Refer Annexure 9- Baseline Status of Water Quality)
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 Total water requirement 1046KLD, 568 KLD will be available through
recycling of treated sewage as detailed under:
For the treatment of wastewater, sewage treatment plant of capacity 600
cum/day will be used.
Total waste water expected to be generated = 568 KLD
Treated sewage shall be reused for flushing and gardening as follows:
1) Water for flushing – 351KLD
2) Water for gardening- 96 KLD Approx.
3) Water for coolers- 240 KLD
4) Total recycle of wastewater 568 KLD
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)
Not Applicable.
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2.6. What is the incremental pollution load from wastewater generated from
the proposed activity? (Give details of the quantities and composition of
wastewater generated from the proposed activity)
There will not be any incremental pollution load from the proposed activity.
The wastewater-generated form the proposed activity shall be domestic. Total
quantity of sewage generated shall be approx. 568 KLD.
2.7 Give details of the water requirements met from water harvesting? Furnish
details of the facilities created.
Rain Water Harvesting:
In the Operation Phase the daily water requirement of 1046 KLD. Per day
would reduce availability of the Municipal water supply system. It is
recommended that project proponent should install scientifically designed
Rain Water Harvesting System.
Such rainwater harvesting system should have two-fold objective:
1) To utilize rain water available on the plot in direct way or indirect
way to reduce the load on water supply system.
2) To minimize the storm water drainage load to avoid water logging
locally as well as on larger scale.
Rainwater Harvesting facilities will be created at the project site in the form of
aquifer recharge. However, water requirement for the project will not be met
from groundwater.
Details of facilities created are as follows:
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STORM WATER DRAINAGE:
Storm water from roof will be collected in khurras/gutters and then connected
to rain water down take through rigid PVC down take pipes.
Down take pipes will run at shaft to the ground floor from there it will be
connected to the network of collection chambers and overflow will be
connected to nearest storm water drain within the property through hume
pipes.
The external storm water drain will be connected to a large water body, which
acts as a percolation pond & the overflow if any will be finally connected to
storm water drain of MIDC.
Ground landscape drainage will be through Hume pipes to the nearest
collection chamber.
Ground level road & open parking area will be drained through storm water
drains.
RAIN WATER HARVESTING: TERRACE
• Area of Terrace = 12,941 Sq.m.
• Maximum expected flow rate of rainfall in collection area @ 50mm/hr.
• Volume of water for 15 minutes rainfall= 143 m3 (at 90 % efficiency)
• Suggested storage sump for storing &Re-Use = 2 Nos. of 200 m3 SUMPS.
SURFACE RAIN WATER HARVESTING/ STORM WATER DATA FOR AREA OF
EXPANSION ( SDB4 & SDB5)
o Area of Site = 19,121 Sq.m ( excluding Terrace Area)
o Average expected rainfall in collection area @ 50mm/hr.
o Volume of water for 15 minutes rainfall = 215 m3 (At 90 % efficiency)
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o NOTE: As the Strata is highly disintegrated lateritic rock, there is almost no
absorbency.
Therefore, towards the front of the property we have Created a large pond of
approximate 3,000 CUM, (Percolation Pond).Where in all the external storm
water is led stored and only the overflow if any led to the external storm
water.
(Refer Annexure 11: Storm Water Drainage Plan)
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 proposed land use is in conformity with the DP so there will not be any
land use change. The runoff from the project site will be used for recharging
the aquifers.
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)
Source of water supply will be from MIDC.
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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)
The general ground level of the project site will not be elevated. The run off
from the site will be filtered mechanically through recharge pits and then will
reach aquifers thereby preventing direct pollution of land or aquifers.
2.11. How is the storm water from within the site managed?(State the
provisions made to avoid flooding of the area, details of the drainage
facilities provided along with a site layout indication contour levels)
The storm water from the site will be used for recharging the aquifers.
Recharge pits will be created on site.
2.12. Will the deployment of construction laborers particularly in the peak
period lead to unsanitary conditions around the project site (Justify with
proper explanation)
Temporary housing will be provided at the site for 400 workers in the form of
Labor camp. Proper treatment and disposal facility is provided for sewage
during construction phase. So activity will not lead to unsanitary conditions at
the site.
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2.13. What on-site facilities are provided for the collection, treatment & safe
disposal of sewage? (Give details of the quantities of wastewater
generation, treatment capacities with technology & facilities for
recycling and disposal)
DETAILS OF SEWAGE TREATMENT PLANT
Sewage Treatment:
Objective of Sewage Treatment should be
To treat sewage so that it can be re-used for toilet flushing/gardening.
In order to treat the sewage effectively, Activated Sludge-Extended Aeration
Type sewage treatment is recommended.
Treated sewage should be re-used to the maximum extent for toilet flushing.
The excess treated sewage should be let out etc to existing sewer line along
backside road.
Salient features of STP
• Totally above ground with adequate ventilation facility
• All equipment are provided with 100 % standby facility
• Complete treatment including tertiary to achieve the best recycle quality for
reuse
• Reused for Gardening & Toilet Flushing
• Treatment Adopted: Activated Sludge-Extended Aeration using ENERGY
efficient diffusers.
• Sludge produced is totally mineralized and used as manure for plantation
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Treatment Scheme
Screening of large and floating matters in a Bar Screen Chamber
Dampening of flow fluctuations and preparation in Equalization Tank
Pumping at uniform rate to an Extended Aeration-Activated Sludge
System
Tertiary coagulation and settling to reduce turbidity and color
Pre-chlorination, sand and Activated Carbon filtration for polishing
treatment
Sludge conditioning and dewatering in sludge tank and centrifuge
Anoxic treatment for reducing the total nitrogen
Treated effluent quality: Treated effluent meets the most stringent of
standards Compact and Elegant: The system is elegantly designed with
particular emphasis on compactness, aesthetics and ergonomics.
PARAMETERS
INLET WATER
QUALITY
TREATED WATER
QUALITY
BOD 200 – 300 PPM < 20
COD 200 – 500 PPM < 30
TSS 200 – 300 PPM < 10
OIL & GREASE 25 – 50 PPM < 5
PH 6 - 8 7 - 8
ENVIRONMENTAL IMPACTS AND LIFE CYCLE ASSESSMENT
Positive environmental Impact.
Use treated water for toilet flushing, resulting water conservation.
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As the operation is essentially soundless, no adverse noise impacts will be
created.
Use of electrical energy is inevitable as is the use of disinfecting agents.
However, the energy requirement has been kept to a bare minimum by the
use of energy-efficient processes.
Total capacity of the STP shall be 600 KLD.
Treated sewage shall be reused for flushing and gardening as follows:
1) Treated water from STP – 568 KLD
2) Water for flushing – 351 KLD
3) Water for gardening:
Plot area for Gardening16, 000 sq.m.
Total Water required for Gardening = 96 KLD
4 ) Water for chillers : 240 KLD
(Refer Annex 11: Sewage Treatment Plant: Schematic Diagram)
2.14 Give details of dual plumbing system if treated waste is used for
flushing of toilets or any other use.
Treated sewage effluent is to be used for recycling. The treated water will be
stored in a tank. This will then be supplied through a separate pipeline.
Outlets will be provided in the toilets so that the water can be used for
flushing.An outlet from this source will also be provided in the green belt for
watering the green belt.
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Overflow from this tank of treated water will be discharged into through a
separate pipeline.
3. VEGETATION
3.1. Is there any threat of the project to the biodiversity? (Give a description
of the local ecosystem with its unique features, if any)
There will not be any threat of the project to the biodiversity. This project is
expansion project. Flowering plants, shrubbery and lawns shall be plated. So,
Biodiversity will turn increase.
3.2. Will the construction involve extensive clearing or modification of
vegetation? (Provide a detailed account of the trees & vegetation
affected by the project)
This project is expansion project. No damage or clearing of vegetation.
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)
Landscaping and Tree Plantation
The green belt area will be 16,000 sq.m. The Project proponents have
proposed a landscape development plan, which includes planting of flowering
and shady trees, shrubs and lawn within the plot.
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List of Trees:
Infront of SDB-4 & SDB-5 Along the boundary wall (Compound side)
Sr.No. Name NOs Sr.No. Name NOs
1. Azadiracta indica 10 1. Alistonia scholaris 100
2. Lagestromia thorellia 10 2. Grevillea robusta 75
3. Peltophorum 15 3. Bahunia Blackiana 75
4. Spathodia companulata
15 Around Utility & Logistic Block
5. Michelia champaka 10 1. Jacaranda mimosifolia 20
6. Delonix regia 15 2. Delonix regia 10
7. Tabebuia avalande 20 3. Cordia sabestian 10
8. Rain tree 20 4. Milingtonia hortensis 20
East side of SDB-4 & SDB-5 West side of SDB-4 & SDB-5
Sr. No. Name Nos Sr. No. Name Nos
1. Delonix regia 10 1. Lagestromia indica 15
2. Milingtonia hortensis 15 2. Alistonia scholarsis 15
3. Peltophorum 20 3. Bahunia Blackiana 10
4. Spathodia companulata 10 4. Spathodia companulata 10
5. Jacaranda mimosifolia 15 5. Jacaranda mimosifolia 15
6. Plumeria 10
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South side of SDB-4 & SDB-5 Assembly
Sr.No. Name Nos Sr.No. Name Nos
1. Delonix regia 10 1. Delonix regia 20
2. Milingtonia hortensis 10 2. Plumeria 30
3. Peltophorum 15 3. Golden melluluca 40
4. Bahunia Blackiana 10 4. Bottle brush 30
5. Tabebuia avalande 10 5. Rain tree 25
6. Colvella racemeosa 15 6. Michelia champaka 20
Around MLCP Car Parking
Sr. No. Name Nos Sr. No. Name Nos
1. Tabebuia argentia 25 1. Terminalia catappa 100
2. Terminalia catappa 75 2. Delonix regia 50
3. Bahunia Blackiana 25 3. Tabebuia avalande 50
4. Delonix regia 40 4. Colvellea racemosa 25
5. Peltophorum 30
(Refer Annexure 7: Landscape plan)
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4. FAUNA
4.1. Is there likely to be any displacement of fauna- both terrestrial and
aquatic or creation of barriers for their movement? Provide the details.
No.
4.2. Any direct or indirect impacts on the avifauna of the area? Provide
details.
No.
4.3. Prescribe measures such as corridors, fish ladders etc to mitigate
adverse impacts on fauna.
The proposed project will not have any adverse impact on the flora or fauna.
5. AIR ENVIRONMENT
5.1. Will the project increase atmospheric concentration of gases & result in
heat islands? (Give details of background air quality levels with
predicted values based on dispersion models taking into account the
increased traffic generation as a result of the proposed constructions)
As this will be an Info Tech park, air pollution is not expected to be a major
concern. There will not be notable increase in pollution therefore dispersion
model calculations are not done. But the data on Ambient Air Quality have
been collected during the study period.
Air quality is represented generally in terms of concentration of Suspended
Particulate Matter, Sulphur Dioxide and Oxides of Nitrogen and Carbon
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Monoxide, lead and Ammonia. A wide variety of sources contribute SPM in
ambient air. Some of them are construction activities, vehicular emissions,
industrial process emissions, dust storms etc.
It is generally observed that SPM levels are higher in dry weather i.e. during
summer and winter seasons. Dust storms generally do not occur. Hence SPM
concentrations are within permissible limit.
It is necessary to monitor the ambient air quality in terms of above said
parameters to establish the background air quality scenario and assess the
impact of construction on the scenario before undertaking any activity.
Ambient air motoring was carried out of 4 stations within core and buffer
zones of the proposed site during December 2007 to February 2008 to
representing winter season.
In view of the revision of national Ambient Air Quality Standards by Central
Pollution Control Board ambient air quality stations were identified and
monitored with high volume sampling apparatus. The sampling locations are
project site, Hinjewadi, Punawale & Bhoirwadi.
The plant site was chosen as the station located near the center of the project
area and sampling stations were located in buffer zone situated at an angle of
30 degrees with respect to the central station.
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At each station, ambient air samples monitored for 24-hour duration were
collected at a frequency of every day and analyzed for Suspended Particulate
Matter, Sulphur dioxide and Oxides of Nitrogen, Carbon Monoxide, Lead and
Ammonia.
(Refer Annex 13: Baseline Status of Air Quality)
Concentrations of Suspended Particulate Matter monitored were in the range
of 120 to 130 as against Maharashtra Pollution Control Board standards of
200 g /cu.m. Respirable Suspended Particulate Matter (RSPM) were in the
range of 75 to 90 g /cu.m.
Location
SPM
µg/m3
RSPM
µg/m3
SO2
µg/m3
NOX
µg/m3
CO
ppm
Project site 110.2 86.17 11.4 14.4 0.164
Hinjewadi 95.2 74.54 16.4 21.0 0.16
Punawale 104.3 80.83 12.7 18.6 0.17
Bhoirwadi 113.5 88.16 10.4 12.9 0.17
NAAQ
Standards
200 100 80 80 4
Levels of SO2 and NOX were in the range of 10 to 20 g/cu.m. and 10 to 25
g/cu.m. respectively as against Maharashtra Pollution Control Board
standards for Residential, Rural and Other area.
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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.
During construction phase, Suspended Particulate Matter, dust, will be the
main pollutant, which could be generated from site development activities.
Concentration of SO2, NO2 and CO may rise a little due to traffic. Proper
upkeep and maintenance of vehicles, sprinkling of water on roads and
construction site and providing sufficient vegetation all around the plant site
are some of the measures that would reduce the impact during construction
phase.
It is generally observed that SPM levels are higher in dry weather i.e. during
summer and winter seasons. Pollutant load of the atmosphere is generally
low during monsoon as the gaseous pollutants tend to dissolve and
particulate pollutants get adsorbed forming aerosols.
Fog formation aggravates the problem as rate of dispersion of pollutants
reduces. High wind velocity is helpful for dispersion of pollutants. Higher
temperature and pressure in the troposphere is helpful for better dispersion of
pollutants. In general, effective dispersion of pollutants in the atmosphere
depends primarily on the degree of stability of the atmosphere and on its
turbulent structure.
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5.3. Will the proposal create shortage of parking space for vehicles? Furnish
details of the present level of transport infrastructure and measures
proposed for improvement including the traffic management at the entry
& exit to the project site.
Multilevel Car parking will be provided.
There is provision for 1300 four-wheelers & 1500 two wheelers parking.
100 buses for pick up and drop.
Measures proposed for improvement including traffic management at the
entry and exit to the project site are:
Maintaining flow of traffic for approach roads
Entry and Exit points carefully placed so as not to disturb this flow
One way traffic inside the complex for comfortable movement of vehicles
and reduction in possibility of congestion
Easy movement of fire tender in and around the complex ensuring
accessibility to every building.
During entry time, PUC checked vehicles would be allowed only.
5.4. Provide details of the movement patterns with internal roads, bicycle
tracks, pedestrian pathways, footpaths etc., with areas under each
category.
Area under roads for the total project will be 26,200.32 sqm for 10 & 12 m
wide road while road area under 6 mt width will be 9821 sqm. Proposed plan
has provision for Bicycle tracks, pedestrian pathways and footpaths.
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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.
The proposed activity being an InfoTech park will not cause a notable
increase in the noise and vibration during operation. However, use of heavy
machinery is inevitable during construction phase of the project. Sources of
noise Pollution during construction phase are machinery like Earthmoving
Machinery (Excavators), Concrete Pumps, Batching Plant, Hoist Crane, Alfa
Crane, Compressors and transportation materials.
Incremental increase in baseline noise levels due to commercial IT complex
will not exceed 65 dBA. The post project noise levels at the nearest habitation
will be less than the stipulated standards of CPCB.
Noise has various adverse effects on workers and their activities. The first
and foremost effect of noise on workers exposed to high noise level over a
long period of severe impulsive noise of short duration is ‘Loss of Hearing’.
This effect is either temporary or permanent in nature depending upon the
length and severity of noise exposure.
Other effects of noise are such as blood pressure, cardiovascular problems
and ulcers. Some studies also point to noise related learning difficulties,
reduced work efficiency, irritation, fatigue, increased accidents and errors and
socially undesirable behavior.
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Mitigative measures:
The project proponents have agreed to take precautions to control noise
pollution as mentioned under:
• Use of equipment generating noise of not greater than 90 db (A).
• High noise generating construction activities would be carried out only
during daytime. Also, adequate parking space will be provided to avoid
crowding and noise pollution
• Installation, use and maintenance of mufflers on equipment.
• Workers working near high noise construction machinery would be
supplied with ear muffs/ear plugs.
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.
During Construction Phase:
Sources of noise Pollution during construction phase are machinery like
Earthmoving Machinery (Excavators), Concrete Pumps, Batching Plant, Hoist
Crane, Alfa Crane, Compressors and transportation materials.
These Machineries will be used only during daytime.
During Operation Phase:
Sources of Noise Pollution is D.G.Sets
The noise would be created due to standby D.G. sets.
Canopies will be provided to these mechanical devices to reduce noise and
vibration. There will not be any considerable impact on the ambient air quality
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around the project site as CPCB approved DG sets along with acoustic room
will be developed and plantations will be provided.
6. AESTHETICS
6.1. Will the proposed constructions in any way result in the obstruction of a
view, scenic amenity or landscapes? Are these considerations taken
into account by the proponents?
Proposed construction will not result in obstruction of a view, scenic amenity
or landscapes.
6.2. Will there be any adverse impacts from new constructions on the
existing structures? What are the considerations taken into account?
Not Applicable
6.3. Whether there are any local considerations of urban form & urban
design influencing the design criteria? They may be explicitly spelt out.
No.
6.4. Are there any anthropological or archaeological sites or artifacts
nearby? State if any other significant features in the vicinity of the
proposed site have been considered.
No.
7. SOCIO-ECONOMIC ASPECTS
7.1. Will the proposal result in any changes to the demographic structure of
local population? Provide the details.
By analyzing the socio-economic baseline in the context of the proposed
project, the impacts of the project could be variable in nature. The rapid socio-
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economic impact assessment study carried out incorporating primary data
collected for the project area and also available secondary data.
During construction 300 workers will be provided temporary shelters at the
site. After completion of the project, there will be influx of 10,037 people in the
area. The population of the area is likely to increase.
(Refer Annexure 15:Census data )
7.2. Give details of the existing social infrastructure around the proposed
project.
Proposed Expansion project of Wipro Ltd. is coming up at Hinjewadi, which is
4 km from the Pune Bangalore National Highway in Taluka Mulshi of Pune
District.
Nearest Distances from Proposed site:
1) Railway Station( Akurdi) - 17 Km
2) Pune Airport- 45 Km
(Refer Annexure –15: Census Data)
7.3. Will the project cause adverse effects on local communities, disturbance
to sacred sites or other cultural values? What are the safeguards
proposed?
It could be seen that the over all impact on Socio-Economic Environment is
positive and permanent in nature. The impacts on socio-economic
environment due to the proposed project are listed below:
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Positive Aspects of the Projects are as follows
Increase in Income of project village and neighboring villages, thus
reduction in poverty.
Decrease in unemployment (through direct and indirect employment)
Increase in educational facilities and educational level due to further
development.
Improvement in transport, communication facilities.
Improvement in lifestyle and social status, etc.
Increase in revenue generation.
Reduction in below poverty line families.
Due to the proposed project, facilities are likely to grow in line with the
development.
Possible sources of income for this community are direct like Construction
and various job works in IT parks.
Some indirect activities will also increase economic activity like Canteen,
Lodging, Maintenance services and other service industries. For Men job
works will be Driving (heavy and light vehicle), Mechanics & Repairs,
Electrician, Computer operator, Welding & Fitting, Plumbing, Laundry,
Hotel Management & Catering, Typing & Photocopying, Packaging,
Salesmen, Security men, Transportation. For women Computer
Operation, Assembling parts, Hotel Management & Catering, Typing &
Photocopying, Tailoring, knitting and embroidery, Packaging, Cleaning
and household work, Baby Sitting (Crèche), Laundry etc.
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As during the construction and operational phases of the project a
workforce will be needed including both skilled and unskilled people. The
introduction of workers from areas outside the region, could introduce a
potential effect on the local culture, habits and economics. Those effects
have both positive and negative elements and will be managed by the
project proponents and developers. The construction phase induces
employment opportunities for the local people. About 400 persons will be
employed during peak period.
8 BUILDING MATERIALS
8.1. May involve the use of building materials with high-embodied energy.
Are the construction materials produced with energy efficient
processes? (Give details of energy conservation measures in the
selection of building materials and their energy efficiency)
Conventional construction materials used from nearest source to minimize
energy consumption for transportation.
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 construction phase, sources of noise pollution will be due to operation
of machinery like Earthmoving Machinery (Excavator), Concrete Pumps,
Batching Plant, Hoist Crane, Alfa Crane etc. as well as transportation
vehicles. This will cause nuisance to the occupants of the nearby area. The
project proponents have agreed to take precautions to control noise pollution
as mentioned under:
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• Use of equipment generating noise of not greater than 90 db(A).
• High noise generating construction activities would be carried out only
during daytime.
• Installation, use and maintenance of mufflers on equipment.
• Workers working near high noise construction machinery would be supplied
with ear muffs/ear plugs.
(Refer Annexure 14- Baseline Status of Noise Quality)
8.3. Are recycled materials used in roads and structures? State the extent of
savings achieved?
Solid waste that would be generated due to excavation will be in the form of
rubble and soil. This soil and rubble would be used for leveling of ground and
recreational area. Construction debris will be reused for backfilling of roads
and other construction.
8.4. Give details of the methods of collection, segregation & disposal of the
garbage generated during the operation phases of the project.
Solid waste will be generated in the campus is domestic type having source
separated dry and wet components. As far as possible the dry waste like
paper, cardboard boxes, thermocol packing, plastics etc. shall be sent to
PMC for recycling purpose. However, wet waste, which is biodegradable,
shall be converted to bio-compost by adopting following aerobic composting
method. The quantity of biodegradable waste generated is about 650 kg per
day. The ‘In vessel process’ will be used for composting of solid waste.
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Total Population –10,037 persons
Quantity of solid waste = 3011 kg/day
Quantity of wet waste – 1204.4Kg/day
(50 Kg additional wet wastes shall be accounted by trees and landscape
trimming etc.
Net Quantity of Wet Waste – 1254.4 Kg/day
Quantity of dry waste – 1806 Kg/day
A ‘In vessel process’ is based on the following principles.
(1) Valuable resources must be recovered & reused / recycled.
(2) Biodegradable matter must be composted.
(3) Minimize the material to be disposed off in a landfill.
B Procedure to be followed
1. The segregated wet MSW arrives on site.
2. MSW is screened using vibro sieve.
3. Manual Segregation is done.
4. Non-biodegradable matters if any is separated for reuse &
recycle.
5. Valuable resources are offered to rag pickers.
6. Biodegradable matter undergoes size reduction through a
shredder.
7. Specific Vessels are used in the project.
8. One vessel can accommodate about 5 MT shredded waste.
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9. Everyday a specially developed Microbial Inoculant is mixed
with shredded biodegradable matter at the rate of 1 kg/MT. of
biodegradable waste.
10. The bio-degradable matter will remain in the vessel for 10
days(Minimum) The composting system in the Vessel is
maintained aerobic using air supplied by compressor.
11. The organic matter in the vessel undergoes rapid
decomposition due to the secretion of enzymes by microbes
present in microbial inoculant.
12. The organic compost is taken out from vessel after 10 days.
13. The compost is offered for further use in the premises for
gardens, lawns & other plants.
C Benefits of ‘In Vessel Process’
Complete system for treatment & disposal of MSW.
The total MSW arriving on the site is cleared on the same day.
Works round the year.
Provision for recovery from MSW in the form of metals, bottles, Paper,
plastic etc.
Provides a scientific method for the production of organic compost.
Elimination of foul odour.
Elimination of Pathogens and weed seeds.
Problem of rodents and insect pests is avoided.
Aesthetically acceptable.
Treatment time is substantially reduced.
Eco-friendly
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Economical
Requires less space for the treatment.
Load on the landfill is reduced, thus requires less land for disposal.
D Organic compost quality parameters:
1. Moisture 15-20%
2. Total Organic Carbon 16-20% (min)
3. C:N < 20:1
4. Nitrogen 0.8 (min)
5. Phosphorus (P2O5) 0.5-0.8%
6. Potassium (K2O) 1-2%
7. pH 6.5 – 7.5
Free from pathogens and weed seeds.
E Benefits of Organic compost:
1. Improves soil structure.
2. Better water holding capacity.
3. Better aeration & exchange of gases in rhizosphere.
4. Buffering of excessive variations in pH.
5. Excellent cation exchange capacity
6. The chemical fertilizers are better conserved hence more easily
available to plants in presence of organic compost.
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7. It is a well-known fact that the required dose of synthetic
fertilizer is much higher in lands deficient in organic content than
the compost having high organic content. Thus reduced
expenditure, reduced leachates, and reduced environmental
pollution.
8. Organic compost is essential for beneficial soil micro flora.
F ‘In Vessel Process’ requirements
A) Equipments
1. Sieve 1 No.
2. Shredder 1 No.
3. Compressor 1 No.
4. Squeezer 1 No.
5. Vessels 1 Nos.
6. Required tools & tackles 1 Set
7. Ozonation treatment unit 1 Unit
B) Man power
Workers 4 Nos.
C) Infrastructural facilities
1. Water connection (500 liters. Storage tank)
2. Electrical supply (3 phase 5 HP)
3. Space required – 165 sqm. including Shed.
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9. ENERGY CONSERVATION
9.1. Give details of the power requirements, source of supply, backup source
etc. What is the energy consumption assumed per square foot of built-
up area? How have you tried to minimize energy consumption?
a) During Construction Phase:
Power required for the general purpose will be approx. 450 KVA Approx.
DG Sets: 125 KVA, 3 SETS.
75 KVA will be taken from MSEB Connection.
b) During Operational Phase:
Power requirement during operational phase will be 8399 KVA Approx. Nos. of D.G.Sets:
15000 KVA , 6 Sets
Fuel Requirement : HSD 250 lit/hr
Electrical Power Consumption Savings – as per Draft Energy Conservation
Building Codes - 2006
• As per Chap.8 Electrical Power – code section 8.2.5.1- Thermal Monitoring
of Draft Energy Conservation Building Codes – 2006, temp. sensors are
provided in the Main Distribution Board with visible temp. indicators outside.
• As per Chap.8 Electrical Power – code section 8.2.4- Check Metering of
Draft Energy Conservation Building Codes – 2006, Master Meter will be
provided in the main LT kiosk, next to Trr. and individual meters for lighting,
chillers, lifts and pumps etc.
• As per Chap.8 Electrical Power – code section 8.2.5.2- Power distrbn.
Losses of Draft Energy Conservation Building Codes – 2006, suitable size of
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cables are selected thereby total distrbn. Loss doesn't exceed 1% of total
power usage.
• As per Chap.7 Lighting– code secn. 7.4 - Exterior lighting control of Draft
Energy Conservation Building Codes – 2006, exterior lights like façade ltg.,
street ltg., landscape ltg. will be on timer which controls the lights on need
basis and there is no uplighter.
• As per Chap.7 Lighting– code secn. 7.3 – Interior lighting of Draft Energy
Conservation Building Codes – 2006, the interior lighting like common area,
basement, etc light power density of the fixtures are as per Table 7.3.1
• As per Chap.8 Electrical Power – code section 8.2.1- Transformer of Draft
Energy Conservation Building Codes 2006– the proposed Trr. max. allowable
losses at full load percentage rating for 3x2000kVA Trrs. is less than 2.2 % of
the total rating of Trr.
• As per Chap.8 Electrical Power – code section 8.2.2 – Energy efficient motors
of Draft Energy Conservation Building Codes 2006– the motors used for lifts,
PHE, Fire Fighting services are of the efficiency 89–92 %. 750 kVAR
capacitor banks are installed in the PHE, Fire, chillers etc to maintain PF of
0.98 and to reduce kVA demand of the system.
Measures to reduce energy consumption -
Minimize use of air-conditioning.
Maximize the use of natural lighting and ventilation through design.
Purchase of energy efficient appliances.
Constant monitoring of energy consumption and defining targets for
energy conservation.
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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
9.2. What type of, and capacity of, power back-up do you plan to provide?
During Construction phase electricity demand will be available from MSEB &
D.G Sets. Power required for the general purpose will be approx. 450 KVA
Approx.
DG Sets: 125 KVA, 3 SETS.
75 KVA will be taken from MSEB Connection
During the operation phase, common utilities such as lifts, water pumps,
common lighting will be provided from DG sets. Standby D. G. sets with 100%
power backup will be operated incase of power failure for critical load only.
D.G.Sets- 1500 KVA each - 6 Nos.
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?
Normal 6 mm heat strength glass The glass will be used in a way just to
provide optimal light inside. Also the glass used will be energy efficient to
reduce the heat gain inside the building. Excessive use of glass will be
avoided so as to reduce AC loads and to avoid the glare within the campus.
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9.4. What passive solar architectural features are being used in the building?
Illustrate the applications made in the proposed project.
Architectural design
Efficient use of Air Conditioning VRV-II advanced AC system.
Maximize the use of natural lighting through design.
Excessive use of glass will be avoided so as to reduce AC loads and to avoid
the glare within campus.
The built form overall will be curved in order to provide self shading, also the
material used outside will be textured paint and excessive use of stone will be
avoided.
9.5. Does the layout of streets & buildings maximize the potential for solar
energy devices? Have you considered the use of street lighting,
emergency lighting and solar hot water systems for use in the building
complex? Substantiate with details.
Street lighting will be considered within the complex. For the emergency
lighting proper provision will make by considering available stocks. Because of
it is commercial complex Solar hot water system will be not used within IT
complex.
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?
The built form overall will be curved in order to provide self shading, also the
material used outside will be textured paint and excessive use of stone will be
avoided.
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The construction is designed in order to assure maximum of the natural light
and ventilation in the structure. The basement will be designed as a lower
ground floor and lot of light and ventilation will given with the help of
embankments and using the low level road to make the basement open.
That’s why no separate ventilation system will require for the basement and
also artificial lighting will avoid during daytime.
9.7. Do the structures use energy-efficient space conditioning, lighting and
mechanical systems? Provide technical details. Provide details of the
transformers and motor efficiencies, lighting intensity and air-
conditioning load assumptions? Are you using CFC and HCFC free
chillers? Provide specifications.
The proposed project being an IT park, the proponent shall provide VRV II Air
conditioning system for space cooling. Energy efficiency in lighting and
mechanical systems will be achieved by:
Excessive use of glass is avoided so as to reduce AC loads and the glare
within the campus.
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.
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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?
The proposed project is of Commercial type and will not have space
conditioners or glass walls. Alteration of microclimate is not notable in this
case. The glass will be used in a way just to provide optimal lights inside. Also
the glass used will be energy efficient to reduce the heat gain inside the
building.
The basement will be designed as a lower ground floor and lot of light and
ventilation will given with the help of embankments and using the low level
road to make the basement open. That’s why no separate ventilation system
will require for the basement and also artificial lighting will avoid during
daytime.
System, design of buildings in order to assure maximum natural ventilation
and light will be considered to reduce the effect of creation of heat island.
Hot air will be discharged up from terrace.
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.
Specifications and U values are as follows:
Roof : U value = 0.16 W/sq.m
External walls: U value: 1.22 W/sq.m
Glass : U value : 3.12 W /sq.m
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9.10. What precautions & safety measures are proposed against fire hazards?
Furnish details of emergency plans.
The project proponents shall follow all the safety rules and regulations as
prescribed by regulatory authority as under-
Fire and General Safety Measures:
a. Entrance gates will be provided to the complex.
b. Courtyard fire hydrants will be proposed to use in the complex.
c. Walls enclosing lift shafts shall be fire resistant.
d. Shafts shall have a permanent vent under the machine room.
e. Landing doors and lift car doors will be fire resistant.
f. Electrical meter room shall be on the ground floor and it will be
adequately ventilated. It will also have a fire resistant door.
g. The electrical shaft will be sealed with non-combustible material like
Vermiculite.
h. The lighting of the escape route will be on independent circuit.
i. Fire fighting and fire alarm provisions shall be made within the
complex.
During Construction Phase:
Fire Protection equipments like Sand Buckets and extinguishers will be
installed whenever it required.
During Operation Phase:
Storage Tank- underground and overhead tank.
Landing valves with hose reels within the premises.
External Courtyard hydrant.
Sprinklers in the entire premises.
Pumping arrangement.
(Refer Annexure 18 : Fire and Safety -Drawing)
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9.11. If you are using glass as wall material provides details and specifications
including emissivity and thermal characteristics.
The glass will be used in a way just to provide optimal lights inside. Also the
glass used will be energy efficient to reduce the heat gain inside the building.
9.12. What is the rate of air infiltration into the building? Provide details of how
you are mitigating the effects of infiltration.
Not applicable as the proposed project is a Commercial complex with
advanced air conditioning system is going to be utilized within complex.
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 proposed project is of Commercial type and will not utilization of non-
conventional technologies. However, renewable energy is not being used.
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.
(Refer Annex16 – Environment Management Plan)
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LIST OF ANNEXURES
Sr.No. Description Number of Annexure
1 Panoramic View Annexure - 1
2 Master Plan ( Site plan) Annexure –2
3 SEZ Approval Letter Annexure - 3
4 Site layout Annexure – 4
5 Contour map Annexure - 5
6 Map of parking plan Annexure - 6
7 Landscaping plan Annexure - 7
8 Soil testing Report Annexure – 8
9 Baseline Water Quality Annexure - 9
10 Storm Water Drainage Map Annexure - 10
11 Sewage Treatment Plant: Schematic Diagram Annexure - 11
12 Floor plans Annexure - 12
13 Baseline Status of Air Quality Annexure - 13
14 Baseline Status of Noise Quality Annexure – 14
15 Census Data Annexure - 15
16 Environmental Management Plan Annexure - 16
17 Municipal Solid Waste –Schematic Diagram Annexure- 17
18 Drawing for Fire fighting Annexure- 18