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FORM-I, TOR COMPLIANCE & ENVIRONMENT IMPACT ASSESSMENT REPORT (VIOLATION CASE)
FOR
Commercial Complex “Spaze Boulevard II”
At
Village Tikri, Sector- 47, Gurgaon, Haryana
ToR letter no. : F.no. 23-40/2018-IA-III dated 16-04-2018. Total Built-up area: 23,602.666 sqm Category : 8(a) Baseline Season: Feb, 2018 Baseline Data Collected by: Perfact Researches Pvt. Ltd. Damage Assessment Prepared By: PRPL Cost of Project : Rs. 46.76 Crores Being Developed by:
M/s Spaze Towers Pvt. Ltd.
Spazedges commercial Complex, Sector-47, Gurgaon Sohna Road,
Gurgaon- 122002, Haryana
Contact person : Mr. Dhiraj Malik
Phone No. : 124-4675999
Email-id : Dhiraj.malik@spaze.in
M/s PERFACT ENVIROSOLUTIONS PVT LTD
(NABET Registered Vide List of accredited Consultants organization / Rev 70/11th Oct 2018 at S.No.-116) 5th Floor, NN Mall, Mangalam Palace, Sector 3, Rohini, New Delhi-110085 Email: info@perfactgroup.com; Phone: 011- 49281360
November 2018
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
Enclosure 1: FORM 1 & 1A
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
Form-1
I. Basic Information
S. No. Item Details
1. Name of the project/s Commercial Complex “Spaze Boulevard-II”
2. S. No. in the schedule 8 (a)
3. Proposed capacity/ area/length/
tonnage to be handled/ command area/
lease area/ number of wells to be drilled
Built-up area- 23602.666 Sqm
4. New/ Expansion/ Modernization New (Violation Case)
5. Existing Capacity/ Area etc. Applied for Environmental Clearance in 2013.
However, could not get Environmental
Clearance but the Construction at the site had
started. Building has been constructed till
external brick work. Only Exterior finishing
work has been left.
6. Category of Project i.e. ‘A’ or ‘B’ ‘B’
7. Does it attract the general condition? If
yes, please specify.
Not Applicable
8. Does it attract the specific condition? If
yes, please specify.
No
9. Location Sector- 47
Plot/ Survey/ Khasra No. Rect 14 & Killa no. 4/1, 5/1/1, 4/2 min, 5/1/2
min
Village Tikri
Tehsil Gurgaon
District Gurgaon
State Haryana
10. Nearest railway station/ airport along
with distance in kms.
Nearest Airport:
Indira Gandhi International Airport – 16.33 km
NE
Nearest Railway Station:
Basai Dhankot Railway Station- 7.54 Km NW
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
11. Nearest Town, city, District
Headquarters along with distance in
kms.
It is within the city limits of Gurgaon and the
nearest habitation is Tikri which is app. 1.0
KM.
12. Village Panchayats, Zilla Parishad,
Municipal Corporation, Local body
(complete postal addresses with
telephone nos. to be given)
Gurgaon Municipal Corporation
Opposite Civil Hospital (Gen)
Sadar Bazar,
Gurgaon, Haryana- 122001
Phone- 01242220011
Email: contact@mcg.gov.in
13. Name of the applicant M/s Spaze Tower Pvt. Ltd.
14. Registered Address M/s Spaze Tower Pvt. Ltd.
Spazedge Commercial Complex
Sector- 47, Gurgaon Sohna Road
Gurgaon- 122002, Haryana
15. Address for correspondence: M/s Spaze Tower Pvt. Ltd.
Spazedge Commercial Complex
Sector- 47, Gurgaon Sohna Road
Gurgaon- 122002, Haryana
Name Mr. Dhiraj Malik
Designation (Owner/Partner/CEO) AVP
Address M/s Spaze Tower Pvt. Ltd.
Spazedge Commercial Complex
Sector- 47, Gurgaon Sohna Road
Gurgaon- 122002, Haryana.
Pin Code 122002
E-mail dhiraj.malik@spaze.in
Telephone No. 124-4615999
Fax no. 124-4068855
16. Details of Alternative Sites examined, if
any. Location of these sites should be
shown on a Toposheet.
Not Applicable
17. Interlinked Projects No, it is not an interlinked project. The location
of the site on topographical map is enclosed as
Enclosure-7
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
18. Whether separate application of
interlinked project has been submitted?
Not Applicable
19. If yes, date of submission No, it is not an interlinked project.
20. If no, reason Not Applicable
21. Whether the proposal involves
approval/clearance under: if yes, details
of the same and their status to be given.
(a) The Forest (Conservation) Act,
1980?
(b) The Wildlife (Protection) Act, 1972?
(c) The C.R.Z. Notification, 1991?
Not Applicable.
Not Applicable
Not Applicable
22. Whether there is any Government
Order/ Policy relevant/ relating to the
site?
Not Applicable
23. Forest land involved (hectares) No
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 (However it will be treated as violation case
and a court case will be filed as per law)
Not applicable
Not applicable
Not applicable
II. Activity
1. Construction, operation or decommissioning of the Project involving actions, which will
cause physical changes in the locality (topography, land use, changes in water bodies, etc.)
S. No. Information/Checklist
confirmation
Yes/N
o
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
Yes It was agricultural land which was
converted to commercial by Town &
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
intensity of land use (with respect
to local land use plan)
Country planning. License has been
granted to M/s Automax (A unit of Omax
Autos Ltd.) for development of
Commercial Complex. Since, M/s Automax
(A unit of Omax Autos Ltd.) has
collaborated with M/s Spaze Tower Pvt.
Ltd., the complex is being developed by
M/s Spaze Tower Pvt. Ltd.
Construction at the site had started.
Building has been constructed till external
plaster work. Hence, there was change in
land use from agricultural land to
Commercial Complex “Spaze Boulevard II”.
Copy of license are enclosed as Annexure-
6.
1.2 Clearance of existing land,
vegetation and buildings?
Yes As the land was agricultural land, thus, few
vegetation existed which was removed.
Thereafter, construction at the site had
started. Building has been constructed till
external plaster work. Only Exterior
finishing work has been left.
1.3 Creation of new land uses?
Yes It was agricultural land which was
converted to commercial by Town &
Country planning. Thus, agricultural land
was developed as Commercial Complex
“Spaze Boulevard II”.
1.4 Pre-construction investigations
e.g. bore houses, soil testing?
Yes Pre-construction Geo-technical
investigations has been carried out.
1.5 Construction works? Yes Construction has been done as
preapproved building plan.
1.6 Demolition works? No No demolition was done.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
1.7 Temporary sites used for
construction works or housing of
construction workers?
No During Construction Phase: Already constructed: - 100 Workers, during construction phase were hired from nearby areas and hence there was no need of providing housing. For Future construction: - Approx. 50 Nos. local labour shall be hired
from nearby areas. Hence, no housing
provision shall be made.
1.8 Above ground buildings,
structures or earthworks including
linear structures, cut and fill or
excavations
Yes Above ground, the Tower had been
elevated upto maximum height 47.1 m and
approx. 37127.4 cubic meters of soil had
been excavated for providing foundation
and 3 level basements. However, permit for
excavation of 14033 MT was granted by
Department of Mines & Geology, Gurgaon,
Haryana vide memo no. 853 dated
29.10.10.
This excavated soil was re-used for
backfilling, levelling & other purposes to
the extent possible and rest unused soil
was handed over to contractor as per the
agreement for final disposal. The
Contractor had sold the soil for ongoing
construction of roads & highways in the
nearby area. Top soil has already been used
in green area development
1.9 Underground works including
mining or tunneling?
Yes It is Commercial Complex and hence no
underground works are required except for
excavation of 3 level basement.
1.10 Reclamation works? No No reclamation work required
1.11 Dredging? No Not applicable
1.12 Offshore structures? No Not applicable
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
1.13 Production and manufacturing
processes?
No It is a commercial complex; hence no
production or manufacturing processes
shall be carried out.
1.14 Facilities for storage of goods or
materials?
Yes During Construction Phase:
Already constructed: -
Separate raw material yard was made
within the project site.
Cement was separately stored under
cover in bales.
Sand was stacked nearby under
tarpaulin cover.
Bricks and steel were laid in open
For Future constructed: -
Separate raw material yard shall be
made within the project site.
Cement shall be separately stored
under cover in bales.
Sand shall be stacked nearby under
tarpaulin cover.
Bricks and steel shall be laid in open.
During Operation Phase:
As the project is a Commercial Complex,
the raw material will be garments,
consumable goods, food, stationary etc.
which will be stored in respective units
only.
1.15 Facilities for treatment or disposal
of solid waste or liquid effluents?
Yes During Construction phase: Already constructed: - Approx. 100 labours were hired during the construction phase and hence the solid waste generation was approx. 15 kg/ day which was disposed off at designated MSW dump site
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
Temporary toilets were provided. 4 KLD of waste water generated from the construction site was disposed off to septic tanks which were cleaned every 10 days For Future Construction: - Approx. 50 labours shall be hired. 8 Kg/day of Municipal Solid Waste shall be generated from labours which shall be disposed off as per Municipal Solid Waste Handling norms. Temporary Toilets shall be provided and 2 KLD of waste water generated from the construction site will be disposed off to septic tanks which shall be cleaned regularly. During Operation Phase: Approx. 336 Kg/day of solid waste shall be generated from the complex. The total waste water generated in the complex shall be 106 KLD which will be treated in STP of 100 KLD capacity (Civil work completed. Details of Water Management & Solid
Waste Management are given in EIA report.
1.16 Facilities for long term housing of
operational workers?
No Already constructed: -
100 Workers, during construction phase
were hired from nearby areas and hence
there was no need of providing housing.
For Future construction: -
Approx. 50 Nos. local labour shall be hired
from nearby areas. Hence, no housing
provision shall be made.
During Operation Phase:
As this is a Commercial Complex, housing of
operational workers shall be required.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
There will be provision of service
apartments for staying.
1.17 New road, rail or sea traffic during
construction or operation?
No No new road, rail or sea traffic is proposed.
Existing transportation facilities will be
used during construction or operation
phase.
1.18 New road, rail, air, waterborne or
other transport infrastructure
including new or altered routes
and stations, ports, airports etc.?
No No new road, rail, or sea traffic is
proposed.
The transportation measures already
existing near site are as follows:
Nearest Airport:
Indira Gandhi international Airport- 16.33
Km NE direction
Nearest Railway Station:
Basai Dhankot Rly Station: 7.54 Km NW
1.19 Closure or diversion of existing
transport routes or infrastructure
leading to changes in traffic
movements?
No No closure or diversion of existing
transport routes or infrastructure leading
to changes in traffic movements was
required.
1.20 New or diverted transmission
lines or pipelines?
No No such closure or diversion of
transmission lines is required.
1.21 Impoundment, damming,
culverting, realignment or other
changes to the hydrology of
watercourses or aquifers?
No No impoundment, damming, culverting,
realignment or other changes to the
hydrology of surface water courses is
required.
1.22 Stream crossings? No No stream crossing.
1.23 Abstraction or transfers of water
from ground or surface waters?
No No ground water will be abstracted.
1.24 Changes in water bodies or the
land surface affecting drainage or
run-off?
No There will be no change in water bodies or
the land surface effective drainage or run-
off.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
1.25 Transport of personnel or
materials for construction,
operation or decommissioning?
Yes During Construction phase:
Already constructed:
Materials during construction phase were
transported by 3-4 No. of truck/ trolley per
day.
For Future construction: Materials during
construction phase shall be transported by
truck/ trolley.
During Operation Phase:
Car, two-wheeler, etc. shall be used.
1.26 Long-term dismantling or
decommissioning or restoration
works?
No Not Applicable
1.27 Ongoing activity during
decommissioning which could
have an impact on the
environment?
No Not Applicable
1.28 Influx of people to an area in
either temporarily or
permanently?
No During Construction phase:
Already constructed: -
Temporary influx of people in the form of
labours was envisaged. Approx. 100 no. of
local labours were employed.
Future construction: -
Temporary influx of people in the form of
labours is envisaged. Approx. 50 no. of local
labours shall be employed
During Operation Phase:
As this is a Commercial Complex, 300 nos.
of persons from service apartments, 554
nos. of staff & visitors of approx. 785 nos. is
envisaged.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
1.29 Introduction of alien species? No Not Applicable
1.30 Loss of native species or genetic
diversity?
No No tree exists at the site. However, by
plantation will be done within the project
and it will give positive impacts.
1.31 Any other actions? No Not Applicable
2. Use of Natural resources for construction or operation of the Project (such as land, water,
materials or energy, especially any resources which are non-renewable or in short supply):
S. No. Information/checklist
confirmation
Yes/N
o
Details thereof (with approximate
quantities /rates, wherever possible)
with source of information data
2.1 Land especially undeveloped
or agricultural land (ha)
Yes Total Plot area measuring 8979.96 sqm of
undeveloped land was used for
development of Commercial Complex
“Spaze Boulevard- II”. Construction at the
site had started. Building has been
constructed till external plaster work.
Only exterior finishing work has been left,
Mechanical, electrification and
stabilization of STP, installation of DG sets
& plantation work is yet to be done.
2.2 Water (expected source &
competing users) unit: KLD
Yes Source & Quantity During Construction
phase:
Already Constructed:
Water during construction phase was
from tanker water supplier.
Future Construction:
The same as above shall be followed for
further construction also.
Source & Quantity During Operation
Phase:
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
The ultimate source of water will be
through Municipal Supply to be arranged
by HUDA. Total water requirement of the
project will be 106 KLD out of which 40
KLD fresh water will be required in and
rest of the 66 KLD will be met by treated
water. Detailed water Management &
water Balance are given in EIA Report.
2.3 Minerals (MT) No Not applicable
2.4 Construction material – stone,
aggregates, sand / soil
(expected source – MT)
Yes Already Constructed: The major materials required for construction of the project were TMT steel, vitrified wall and floor tile, ceramic tiles, cement, agate, bricks, flooring tiles, KERB & granite stone, GI sheets, sanitary and hardware items, electrical fittings, etc. Future Construction: The major glass, wood, cement, sanitary
and hardware items, electrical fittings,
Paints, tiles etc.
2.5 Forests and timber (source –
MT)
Yes Plywood for doors & windows shall be
used which shall be procured from local
market.
2.6 Energy including electricity
and fuels (source, competing
users) Unit: fuel (MT), energy
(MW)
Yes Source of Electricity - DHBVNL
Total Electrical Load- 1983 KW
D.G. sets for power back up- 2 x 500 KVA
and 1 x 250 KVA
2.7 Any other natural resources
(use appropriate standard
units)
No Not applicable
3. Use, storage, transport, handling or production of substances or materials, which could be
harmful to human health or the environment or raise concerns about actual or perceived risks
to human health.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
S. No. Information/Checklist
confirmation
Yes/
No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
3.1 Use of substances or materials,
which are hazardous (as per
MSIHC rules) to human health
or the environment (flora,
fauna, and water supplies)
Yes No storage of hazardous substances (as per
MSIHC rules) will be done however 450 lt/hr
Diesel (when DG running on its 100 %
efficiency) will be stored and 19 lit/month of
used oil from DG sets will be generated.
Proper management of Diesel & Used oil
shall be taken care of. Details are given in
EIA Report.
3.2 Changes in occurrence of
disease or affect disease vectors
(e.g. insect or water borne
diseases)
No Suitable drainage and waste management
measures were adopted in the construction
and same will be maintained in operational
phase which will restrict stagnation of water
or accumulation of water. This will
effectively restrict the reproduction and
growth of disease vectors.
3.3 Affect the welfare of people e.g.
by changing living conditions?
Yes During Construction phase:
Already constructed: -
Temporary influx of people in the form of
labours was envisaged. Approx. 100 no. of
local labours were employed.
Future construction: -
Temporary influx of people in the form of
labours is envisaged. Approx. 50 no. of local
labours shall be employed.
During Operation Phase:
As it is a Commercial complex, there shall be
several services required which will
generate direct & indirect employment for
the people of nearby area.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
3.4 Vulnerable groups of people
who could be affected by the
project e.g. hospital patients,
children, the elderly etc.,
No No vulnerable group of people will be
affected by the project.
3.5 Any other causes No None
4. Production of solid wastes during construction or operation or decommissioning (MT/month)
S.No. Information/Checklist
confirmation
Yes/N
o
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
4.1 Spoil, overburden or mine
wastes.
No Not applicable
4.2 Municipal waste (domestic and
or commercial wastes)
Yes During Construction phase:
Already constructed: -
Approx. 100 labours were hired during the
construction phase and hence the solid
waste generation was approx. 15 kg/ day
which was disposed off at designated MSW
dump site
For Future Construction: -
Approx. 50 labours shall be hired. 8 Kg/day
of Municipal Solid Waste shall be
generated from labours which shall be
disposed off as per Municipal Solid Waste
Handling norms.
During Operation Phase:
Approx. 336 Kg/day of solid waste shall be
generated from the complex during
operational phase.
Detailed Solid Waste Management is given
in EIA Report.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
4.3 Hazardous wastes (as per
Hazardous Waste
Management Rules)
Yes During Construction phase:
Already constructed:
2 L/ month of Used oil whenever
generated from the DG sets was kept in
leak proof containers in an isolated area
and sent to approved recycler.
For Future Construction: -
The same as above shall be followed for
further construction also.
During Operation Phase:
19 Lt/month used oil generated from
diesel generators will be carefully stored in
HDPE drums in isolated covered facility.
The used oil will be sold to vendors
authorized by Central Pollution Control
Board for the treatment of the same.
Suitable care will be taken so that spills /
leaks of used oil from storage could be
avoided.
4.4 Other industrial process
wastes
No Not Applicable
4.5 Surplus product No Not applicable
4.6 Sewage sludge or other sludge
from effluent treatment
Yes The sludge will be passed through filter
press where it will be dewatered/ dried to
form a cake and then will be used as
manure in green areas. The unused sludge
shall be given to farmers or nursery. About
5 Kg/day of dried sludge will be generated
from STP within complex during operation
phase.
4.7 Construction or demolition
wastes
Yes Construction waste was used for flooring &
Back filling in roads etc.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
4.8 Redundant machinery or
equipment
No Not applicable
4.9 Contaminated soils or other
materials.
No Not applicable
4.10 Agricultural wastes No Not applicable
4.11 Other solid wastes
No During Construction phase:
No E-waste is being generated.
During Operation Phase: 5 Kg/month E-
waste shall be generated. It shall be given
to approved recycler of SPCB.
Battery waste shall be generated from
inverters & UPS which shall be disposed off
as per the Batteries (Management &
Handling) Rules, 2001.
5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)
S. No. Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
5.1 Emissions from combustion of
fossil fuels from stationary or
mobile sources
Yes During Construction phase:
Already constructed:
Acoustically enclosed DG sets of capacity
125 KVA was installed. No stack was
provided.
For Future construction:
The same as above shall be followed for
further construction also.
During Operation Phase:
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
The only source of emission from
combustion of fuel will be DG set of 2 X
500 KVA & 1 X 250 KVA. Hence, to avoid
the emissions, stack height of 6 m above
roof level each for 2 X 500 KVA DG Sets
and stack height of 6 m above roof level
for 1 X 250 KVA DG Sets shall be provided.
The DG set shall meet all the norms
prescribed by CPCB.
5.2 Emissions from production
processes
No Not applicable
5.3 Emissions from materials handling
including storage or transport
Yes Already constructed:
• Dust was generated during
construction, from the movement of
transport vehicles & other construction
activities. The effect was restricted to
construction phase only.
• Water sprinkling was done to
reduce the dust generation.
• Material required for construction
was stored only within earmarked area
and road side storage of construction
material and waste was prohibited
• Vehicles used in transportation of
construction material had PUC
certificates.
For Future construction:
Apart from above mentioned measures
following additional measures shall also
be adopted-
•Water sprinkling system shall be put in
place using spraying Nozzles and shall be
done every hour by fixed sprinkling
system.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
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• Grinding and cutting of building
materials in open area shall be prohibited.
• Only covered vehicles carrying
construction material and waste shall be
permitted inside the complex. 5.4 Emissions from construction
activities including plant and
equipment
Yes Already constructed:
RMC was used for the project. Dust &
emissions were likely to be generated
during construction activities which was
reduced by sprinkling of water in a
specific time interval & timely
maintenance schedule for machinery.
Also, the machines were shut down
during idle period.
For Future construction:
The same as above shall be followed for
further construction also.
5.5 Dust or odours from handling of
materials including construction
materials, sewage and waste
Yes Already constructed:
• Dust was generated during
construction, from the movement of
transport vehicles & other construction
activities. The effect was restricted to
construction phase only.
• Water sprinkling was done to
reduce the dust generation.
• Material required for construction
was stored only within earmarked area
and road side storage of construction
material and waste was prohibited
Temporary toilets were provided. 4 KLD
of waste water generated from the
construction site was disposed off to
septic tanks which were cleaned every 10
days.
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For Future construction:
Apart from above mentioned measures
following additional measures shall also
be adopted-
• Water sprinkling system shall be
put in place using spraying Nozzles and
shall be done every hour by fixed
sprinkling system.
• Grinding and cutting of building
materials in open area shall be prohibited.
• Only covered vehicles carrying
construction material and waste shall be
permitted inside the complex.
• Temporary Toilets shall be
provided and 2 KLD of waste water
generated from the construction site will
be disposed off to septic tanks which
shall be cleaned regularly.
5.6 Emissions from incineration of
waste.
No Not applicable.
5.7 Emissions from burning of waste
in open air (e.g. slash materials,
construction debris).
No Open burning of biomass/ other material
will be prohibited.
5.8 Emissions from any other sources. No None
6. Generation of Noise and Vibration, and Emissions of Light and Heat:
S. No. Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data with
source of information data
6.1 From operation of equipment
e.g. engines, ventilation plant,
crushers
No During Construction phase:
Already constructed:
• DG sets of capacity 125 KVA was
installed acoustically enclosed.
The equipment such as, cranes,
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compactors & excavators were
used which were of highest
standard of reputed make and
adhere to international
standards. Hence an
insignificant impact due to
construction machinery was
envisaged.
• Apart from this, the construction
activities were restricted to day
time only and timely
maintenance of machinery was
ensured.
For Future construction:
The same as above shall be followed for
further construction also.
During Operation Phase:
Source of noise in the operational phase
will be D.G. Set of capacity 2 X 500 KVA
& 1 X 250 KVA. The D.G. Set shall be
acoustically enclosed & shall be installed
with anti-vibration pads.
6.2 From industrial or similar
processes
No Not applicable
6.3 From construction or
demolition
Yes Due to the various activities, there were
short-term noise impacts in the
immediate vicinity of the project site.
These were restricted to day time only.
it had been estimated that during the
construction period the average noise
level was be 80-100 dB (A) during peak
construction hours.
6.4 From blasting or piling No No blasting or piling will be done.
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6.5 From construction or
operational traffic
Yes Some amount of noise (70 – 75 dB (A))
was generated from vehicular
movement in the construction and
operational phase. Plantation around
the boundary wall was done to reduce
noise from traffic. Same shall be
followed during further construction.
6.6 From lighting or cooling
systems
No Not Applicable
6.7 From any other sources No None
7. Risks of contamination of land or water from releases of pollutants into the ground or into
sewers, surface waters, groundwater, coastal waters or the sea:
S. No. Information/Checklist
confirmation
Yes/N
o
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
7.1 From handling, storage, use or
spillage of hazardous materials
No The used oil generated from DG sets of 125
KVA was given to DG sets service provider
for its disposal. Special care was taken to
prevent leakages and spills.
The 19 L/ Month of used oil whenever
generated from DG sets 2 x 500 KVA & 1 x
250 KVA shall be stored in HDPE drums and
kept in isolated area and will be sold to
authorized vendor only.
7.2 From discharge of sewage or
other effluents to water or the
land (expected mode and place
of discharge)
No During operational phase STP of 100 KLD
capacity will be installed (Civil work
completed) for treating the waste water &
total 66 KLD of treated water will be reused
in flushing, gardening, misc. DG & HVAC
cooling. No waste water will be discharged
to sewer line.
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7.3 By deposition of pollutants
emitted to air into the land or
into water
No None
7.4 From any other sources No Not applicable
7.5 Is there a risk of long term
buildup of pollutants in the
environment from these
sources?
No Not applicable
8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment.
S.
No.
Information/Checklist
confirmation
Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
8.1 From explosions, spillages, fires
etc. from storage, handling, use or
production of hazardous
substances
No During Construction Phase: All
appropriate measures were taken to
avoid accidents. Same shall be followed
during further construction.
During Operational Phase:
Proper Disaster management &
firefighting system will be installed at
site.
8.2 From any other causes No During Construction Phase:
All the labours were provided with
suitable personal protective equipment
(PPE)as required under the health &
safety norms. Training and awareness
about the safety norms was provided to
all supervisors and labours involved in
construction activity.
During Construction (Future):
Same shall be followed during further
construction.
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8.3 Could the project be affected by
natural disasters causing
environmental damage (e.g.
floods, earthquakes, landslides,
cloudburst etc.)?
No The area under study falls in Seismic
zone-IV, according to the Indian
Standard Seismic Zoning Map. Suitable
seismic coefficients in horizontal and
vertical directions respectively, has been
adopted while designing the structure.
9. Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality.
S. No. Information/Checklist confirmation Yes/No
Details thereof (with approximate quantities/rates, wherever possible) with source of information data
9.1 Lead to development of supporting facilities, ancillary development or development stimulated by the project which could have impact on the environment e.g.: • Supporting infrastructure (roads,
power supply, waste or waste water treatment, etc.)
• Housing development • Extractive industries • Supply industries • Other
Yes
No
No No No No
Infrastructure like Roads, Power network already exist in the area. STP of 100 KLD will be installed (Civil work completed) for the treatment of wastewater. Not Applicable Not Applicable Not Applicable Not Applicable Not Applicable
9.2 Lead to after-use of the site, which could have an impact on the environment
No Not Applicable
9.3 Set a precedent for later developments
Yes It will attract people to develop organized Commercial Complex and will generate employment opportunities.
9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects
No No impact
III. Environmental Sensitivity
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S. No. Areas
Name/ Identity
Aerial distance (within 15 km.) Proposed project location boundary
1. Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value
No
None
2. Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests
Water Bodies Najafgarh Drain Ghata or Badshapur Nadi Li Nala Kaunsat Nala Bhawaro Nala Drain
13.71 km NW 0.69 Km W 3.90 Km SE 8.83 Km SEE 7.34 Km SE 4.47 Km NE
3. Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration
Sultanpur Bird sanctuary 15.32 Km NW
4. Inland, coastal, marine or underground waters
No None
5. State, National boundaries Delhi 7..94 Km NE
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6. Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas
National Highway: NH-8 NH-236 State Highway-15A State Highway-13 Railway Stations: Garhi Harsaru Junction Rly Station Basai Dhankot Rly Station Gurgaon Rly Station Bijwasan Rly Station
Airports: Indira Gandhi International Airport
3.05 Km NNW 7.06 Km NE 3.13 Km NNW 0.05 Km W 10.99 Km NW 7.54 Km NW 8.3 Km NNW 13.12 Km NE 16.33 Km NE
7. Defence installations No None
8. Densely populated or built-up area Badshahpur 2.91 Km SE
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9. Areas occupied by sensitive man-made land uses (hospital, school, places of worship, community facilities)
Hospital Ekta Hospital near Community Centre E.C.H.S Polyclinic, Sector-47 Park Hospital, Sector-47 Post Office Post Office near Jagrati Gas Service, khansa Road Post Office, Air Force Station road Head Post Office & Saving Bank, Gurgaon Place of Worship St. Patrick’s Roman Ctholic Church Sec- 47 Guru Gorakhnath Ji Temple, Sec- 33 Shani Dev Mandir, Sec-47 School S.D. Adarsh Vidyalaya, Sec-47 Vega School-1, Sector-48 Kendriya Vidyalaya No2, Sohna Road Bank State Bank of Patiala, Sec-48 Bank of Maharashtra, Sec-48
0.08 Km SE 0.25 Km SE 0.79 Km E 2.38 Km NEE 2.09 Km NW 4.83 Km NNW 0.26 Km NE 1.84 Km NW 0.82 Km NW 0.38 Km SW 0.96 Km SW 2.45 Km NW 0.23 Km SW 0.93 Km SW
10. Areas containing important, high quality or scarce resources (Ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)
None None
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11. Areas already subjected to pollution or environmental damage. (Those where existing legal environmental standards are exceeded)
Gurgaon The project is within the Gurgaon city.
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)
There is possibility of earthquake as the area lies in seismic zone IV.
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APPENDIX II (See paragraph 8.9)
FORM-1 A (only for construction projects listed under item 8 of the Schedule)
1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity)
1.1 Will the existing landuse get significantly altered from the project that is not consistent with the surroundings? (Proposed landuse must conform to the approved Master Plan / Development Plan of the area. Change of landuse if any and the statutory approval from the competent authority be submitted). Attach Maps of
I. Site location
II. Surrounding features of the proposed site (within 500 meters)
III. The site (indicating levels &
contours) to appropriate scales. If not available attach only conceptual plans.
The land was licensed for setting up Commercial Complex in year 2007 which was renewed upto 08.09.2019. In late 2012, construction at the site was started. Building has been constructed till external plaster work. Only Exterior finishing work has been left.
land use was changed from agricultural land to commercial complex. The development was done as per Master plan of Gurgaon and as per approved building plan. The site location shown on Google Map is given in chapter 2, section 2.1 of EIA Report. Map showing vicinity around the site is given in chapter 2 of EIA Report. Site plan is enclosed with Enclosure- 8
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 = 8979.96 sqm (2.219 Acre) Net Plot area = 7643.285 sqm (1.8887) 23602.666 sqm 106 KLD 1983 KW NH 8- 3.05 Km NNW SH 13- 0.05 Km W Retail & Office cum Service Apartments Parking Requirement- 178 ECS
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Parking Provisions- 214 ECS
1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing landuse, and disturbance to the local ecology).
The entire project influenced area was developed as per the provision of Master Plan, thus no induced development is foreseen due to the proposed project. Also, the proposed development was carried out as per the defined building by-laws; hence no impact is envisaged due to proposed development. Construction phase as well as operation Phase of the project, will generate direct and indirect employment opportunities for a large section of society. The employment will have positive impact thereby increasing the quality of life.
1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Details of soil type, slope analysis, vulnerability to subsidence, seismicity etc. may be given).
No such significant land disturbance will result. However, care will be taken so that no erosion, subsidence & instability takes place. Soil Type: Silt loam Slope Analysis: The project area possesses fairly plain terrain. Erosion / Subsidence: Proper greening & paving of area will not cause any soil erosion problem and subsidence. Seismicity: The area under study falls in Seismic zone-IV according to the Indian Standard Seismic Map. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structure.
1.5 Will the proposal involve alteration of natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site)
The proposed project activities didn’t cause any alteration of natural drainage system.
1.6 What are the quantities of earthwork involved in the construction activity cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.)
During construction phase Already Constructed: Approx. 37127.4 cubic meters of soil had been
excavated for providing foundation and 3 level
basements. However, permit for excavation of
14033 MT was granted by Department of Mines &
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Geology, Gurgaon, Haryana vide memo no. 853
dated 29.10.10.
This excavated soil was re-used for backfilling, levelling & other purposes to the extent possible and rest unused soil was handed over to contractor as per the agreement for final disposal. The Contractor had sold the soil for ongoing construction of roads & highways in the nearby area. Top soil has already been used in green area development. Future Constructed: No further soil excavation shall be done for further construction.
1.7 Give details regarding water supply, waste handling etc. during the construction period.
Water Supply: Already Constructed: Water during construction phase was from tanker water supplier. Future Construction: The same as above shall be followed for the further construction also. Waste Generation / Handling: Already Constructed: Spillage of oil from the machinery or cement residual from RMC was properly collected and reused in construction site. For construction labor, proper sanitary facilities & wash areas were constructed such as Temporary toilets and good hygienic conditions was maintained. Future Construction: The same as above shall be followed for the further construction also.
1.8 Will the low-lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity)
No low lying and wetlands area are present in and around the project site.
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1.9 Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labour and the means of disposal)
The construction waste generated from the project was common in nature and cause no health hazard to associate and nearby population. The construction debris was used for land levelling /back filling. Waste concrete was reused as aggregate in construction process. Construction Waste was reused to the extent possible and rest unused Construction Waste was handed over to contractor as per the agreement for final disposal. The Contractor had sold the Construction waste for ongoing construction of roads & highways in the nearby area. Temporary & drinking water for construction labor were provided. The sewage and waste water generated was disposed off to septic tanks which were cleaned regularly.
2. WATER ENVIRONMENT
2.1 Give the total quantity of water
requirement for the proposed
project with the breakup of
requirements for various uses.
How will the water requirement
met?
State the sources & quantities and
furnish a water balance statement.
The total quantity of water requirement shall be
106 KLD & shall be met by Municipal Supply.
Domestic : 40 KLD
Flushing : 38 KLD
Misc. : 1 KLD
Gardening : 6 KLD
DG Cooling : 21 KLD
Total Water Requirement : 106 KLD
Fresh water : 40 KLD
Total Waste Water generated : 70 KLD
STP Capacity : 100 KLD
Treated water reused : 66 KLD
2.2 What is the capacity (dependable
flow or yield) of the proposed
source of water?
HUDA will supply water to the project and it is a
dependable source of water.
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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)
In case HUDA is not made or the supply made is
inadequate then the water complying with IS –
10500 shall be arranged.
2.4 How much of the water
requirement can be met from the
recycling of treated wastewater?
(Give the details of quantities,
sources and usage)
Total treated water of 66 KLD shall be generated
from the S.T.P and shall be reused in flushing,
gardening, DG & HVAC cooling & misc. purposes
within the project premises. Approx. 62 % of total
water requirement will be met by recycled water.
2.5 Will there be diversion of water
from other users?
(Please assess the impacts of the
project on other existing uses and
quantities of consumption)
There will not be any substantial effect on water
demand of this region as the development will be
done as per the development plan of the area.
2.6 What is the incremental pollution
load from wastewater generated
from the proposed activity?
(Give details of the quantities and
composition of wastewater
generated from the proposed
activity)
The waste water generation from the complex will
be 70 KLD which will be treated in in-house S.T.P of
capacity 100 KLD. Total treated water of 66 KLD
will be reused for flushing, gardening, DG & HVAC
Cooling & Misc.
2.7 Give details of the water
requirements met from water
harvesting? Furnish details of the
facilities created.
2 number of rain water harvesting pits has already
been constructed at site.
(Details of Rain Water harvesting pit is given in EIA
Report).
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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?
Construction has already been done. After
construction of complex; only Exterior finishing
work has been left. Runoff will be used to recharge
the ground.
No, it will not aggravate the problem of flooding or
water logging in any way, rather will reduce the
same.
2.9 What are the impacts of the
proposal on the ground water?
(Will there be tapping of ground
water; give the details of ground
water table, recharging capacity,
and approvals obtained from
competent authority, if any)
No ground water will be abstracted. However,
groundwater recharging is proposed through rain
water harvesting scheme, so, there will be either
no impact or a positive impact on ground water
levels.
2.10 What precautions/measures are
taken to prevent the run-off from
construction activities polluting
land & aquifers?
(Give details of quantities and the
measures taken to avoid the
adverse impacts)
During construction Phase
Already constructed
Proper channelization was provided to collect the
Rain water and reuse it for sprinkling.
For future construction
The same as above shall be followed for further
construction also.
During operation Phase
Proper channelization of rain water shall be done
through 2 no of RWH pits to recharge the ground
water.
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2.11 How is the storm water from
within the site managed?
(State the provisions made to
avoid flooding of the area, details
of the drainage facilities provided
along with a site layout indication
contour levels)
During construction phase,
Already constructed
Proper channelization was provided to collect the
Rain water and reuse it for sprinkling.
For future construction
Rain water will be channelized, treated and will be
reused for sprinkling.
During operation phase Storm water will be
channelized to 2 no. of rainwater harvesting pits
proposed within the project 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)
During Construction phase:
Already constructed: -
Approx. 100 labours were hired during the
construction phase, temporary toilets were
provided. 4 KLD of waste water generated from the
construction site was disposed off to Mobile toilets
which was cleaned regularly.
For Future Construction: -
Approx. 50 labours shall be hired, temporary
Toilets shall be provided and 2 KLD of waste water
generated from the construction site will be
disposed off to Mobile toilets which will be cleaned
regularly.
2.13 What on-site facilities are provided
for the collection, treatment &
safe disposal of sewage?
(Give details of the quantities of
wastewater generation, treatment
capacities with technology &
facilities for recycling and disposal)
Already constructed: - Approx. 100 labours were hired during the construction phase, temporary toilets were provided. 4 KLD of waste water generated from the construction site was disposed off to Mobile toilets which was cleaned regularly. For Future Construction: - Approx. 50 labours shall be hired, temporary Toilets shall be provided and 2 KLD of waste water generated from the construction site will be Mobile toilets which will be cleaned regularly.
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During operation phase 70 KLD of waste water will
be treated in S.T.P. of 100 KLD capacity (Civil work
completed) based on MBBR technology. Treated
water generated shall be reused completely.
2.14 Give details of dual plumbing
system if treated waste used is
used for flushing of toilets or any
other use.
Dual Plumbing line will be provided in the complex
for reuse of treated water.
3. VEGETATION: -
3.1 Is there any threat of the project to
the biodiversity?
(Give a description of the local
ecosystem with its unique
features, if any)
Core Zone:
As the land was agricultural land, thus, vegetation
has been removed. Thereafter, construction at the
site had been started. Building has been
constructed till external plaster work. Plantation
work is yet to be started as per plantation scheme.
3.2 Will the construction involve
extensive clearing or modification
of vegetation?
(Provide a detailed account of the
trees & vegetation affected by the
project)
No vegetation existed at site except few bushes
and grasses which was cleared at the time of
construction. Now, construction at the site had
been completed till external plaster work.
3.3 What are the measures proposed
to be taken to minimize the likely
impacts on important site features
(Give details of proposal for tree
plantation, landscaping, creation
of water bodies etc. along with a
layout plan to an appropriate
scale)
There will not be any kind of impact of this project
on site features.
The Shelter belt for the proposed project has been
planned to provide a clean, healthy and beautiful
green environment for the people to live in within
the proposed project site.
To minimize the impact, the provision of plantation
area of 1528.657 sq m area (20.00%), with lawns,
ornamental shrubs and trees shall be provided.
4. FAUNA
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M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
4.1 Is there likely to be any
displacement of fauna- both
terrestrial and aquatic or creation
of barriers for their movement?
Provide the details.
Core Zone: Now, construction at the site had been
completed till external plaster work. So, in existing
conditions this place is not the habitat for local
fauna. There will not be any type of displacement
or any other effect on the local fauna due to
proposed project activities.
Buffer Zone: There are No wild life sanctuaries
within 10 km radius of the project site.
4.2 Any direct or indirect impacts on
the avifauna of the area? Provide
details.
As there is no distinct plantation at site, hence no
avifauna exist at site hence, however, proper
landscaping has been planned to provide a clean,
healthy and beautiful green environment for the
population.
Common native variety of trees and ornamental
flowering species will be planted in the green space
which will attract avifauna & hence will have direct
positive impact on the local avifauna & this will
provide shelter to local birds.
4.3 Prescribe measures such as
corridors, fish ladders etc. to
mitigate adverse impacts on fauna
Not applicable
5. AIR ENVIRONMENT
5.1 Will the project increase
atmospheric concentration of
gases & result in heat islands?
(Give details of background air
quality levels with predicted
values based on dispersion models
taking into account the increased
traffic generation as a result of the
proposed constructions)
The traffic will increase due to operation of
complex. Increased traffic generation of vehicles
due to project will not cause significant increase in
atmospheric concentration of gases and do not
result in heat island formation.
Tree plantation in the complex will be provided
such that the impact of air pollution shall be
minimized.
D.G. Set of capacities 2 X 500 KVA, 1 X 250 KVA will
be installed in the complex which will be operated
during power cut only.
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The air dispersion report is enclosed as Enclosure
20.
5.2 What are the impacts on
generation of dust, smoke,
odorous fumes or other hazardous
gases? Give details in relation to all
the meteorological parameters.
No dust, odour will be generated at site. Smoke will
be generated from the operation of DG sets.
Proper stack height of 6 m above roof level and
emission standards will be maintained as per CPCB
guidelines.
5.3 Will the proposal create shortage
of parking space for vehicles?
Furnish details of the present level
of transport infrastructure and
measures proposed for
improvement including the traffic
management at the entry & exit to
the project site.
The optimum parking provision is proposed in the
basement area & surface area. Hence there will be
no shortage of parking space for vehicles. Total
parking provision of complex will be 214 ECS.6 m
wide internal roads shall be for one-way
movement of traffic and 1 no of entry & exit has
been provided.
5.4 Provide details of the movement
patterns with internal roads,
bicycle tracks, pedestrian
pathways, footpaths etc., with
areas under each category.
Maximum capacity of parking shall be provided in
basement & surface and a proper route shall be
provided for the traffic movement as well as
pedestrian movement.
5.5 Will there be significant increase in
traffic noise & vibrations? Give
details of the sources and the
measures proposed for mitigation
of the above.
To reduce/ avoid traffic following steps will be
taken:
• One- way traffic movement
• No honking zones
• No vehicle movement in specified areas.
• The foundation has been made very hard
and paved with rubber flooring to minimize
the vibration, also all other measures to
reduce vibration has been adopted during
designing of Towers.
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6. AESTHETICS
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.
DG Sets: 2 x 500 KVA & 1 x 250 KVA shall be
installed
Fuel: Low Sulpher HSD
Location of DG sets: Basement
D.G sets shall be bought acoustically enclosed &
placed in acoustically treated room to reduce the
noise from D.G. Sets with proper stack height as
per C.P.C.B. norms to reduce the impacts on air
quality around the project site. The noise emissions
from D.G. Sets shall be meeting the noise level as
per C.P.C.B guidelines. Low Sulphur fuel will be
used to run these D.G. Sets. Vibration pads will be
used in DG sets to minimize the vibration effect.
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 land does not have any scenic amenity or
beauty. Construction of the complex has been
completed except exterior finishing work. After
complete development of the complex, it will
increase the beauty of the area by having proper
landscaping.
Yes, all considerations have been taken by the
proponents.
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ENVIRONMENT CONSULTANT:
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7. SOCIO-ECONOMIC ASPECTS
7.1 Will the proposal result in any
changes to the demographic
structure of local population?
Provide the details.
The proposed project is Commercial Complex
thus there will be influx of population in the
form of residents (service apartment), staff &
visitors. Thus, there will be some change in the
demographic structure of the area.
7.2 Give details of the existing social
infrastructure around the
proposed project.
Hospital
Ektaa hospital near
Community centre
E.C.H.S polycilinic, sec-47
Park hospital, sec-47
Post Office
Post office near Jagrati Gas
service, Khansa Road
0.08 Km SE
0.25 Km SE
0.79 Km NE
2.38 Km NEE
2.09 Km NW
6.2 Will there be any adverse impacts
from new constructions on the
existing structures? What are the
considerations taken into
account?
There may be some air pollution have happened,
there will be no other adverse impacts from new
construction/activities as construction has already
been done at site only exterior finishing work will
be undertaken which will not have much adverse
impact on the existing structure.
6.3 Whether there are any local
considerations of urban form &
urban design influencing the
design criteria? They may be
explicitly spelt out.
Are there any anthropological or
archaeological sites or artifacts
nearby?
State if any other significant
features in the vicinity of the
proposed site have been
considered.
There are no typical urban form & urban design
influencing the design criteria.
No there are no anthropological or archaeological
site or artifacts near the site.
All significant features have been considered.
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Post Office, Air Force
Station Road
Head Post Office & Saving
Bank, Gurgaon
Place of Worship
St. Patrick’s Roman Catholic
Church Sec 47
Guru Gorakhnath Ji Temple,
Sec-33
Shani Dev Mandir, Sec-47
School
S.D. Adarsh Vidyalaya, Sec-
47
Vega School-1, Sec-48
Kendriya Vidyalaya no.- 2,
Sohna Road
Bank
State bank of Patiala, Sec-
48
Bank of Maharashtra, Sec-
48
4.38 Km NNW
0.26 km NE
1.84 Km NW
0.82 km NW
0.38 Km N
0.96 Km SW
2.45 Km NW
0.23 Km SW
0.93 Km SW
7.3 Will the project cause adverse
effects on local communities,
disturbance to sacred sites or
other cultural values? What are
the safeguards proposed?
The proposed complex has been constructed
within the designated site as per the defined
building by laws of government authority. There
is no sacred site or cultural heritage site within
vicinity of proposed project; hence no adverse
impacts are envisaged.
8. BUILDING MATERIALS
8.1 May involve the use of building
materials with high-embodied
energy.
The major materials required for construction of the project were TMT steel, vitrified wall and floor tile, ceramic tiles, cement, agate, bricks, flooring
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ENVIRONMENT CONSULTANT:
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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
tiles, KERB & granite stone, GI sheets, sanitary and hardware items, electrical fittings, etc.
The major materials required for construction of
the project were steel, cement, bricks, flooring
tiles/ stones, etc.
construction materials such as brick were used at
the time of construction which has high embodied
energy.
Energy conservation measures: -
1. Adequate design to limit the losses in
transmission and distribution system.
2. Use of energy efficient devices like light
sources such as LED lamps.
3. Use of capacitors at load centres to improve
voltage and power factor to reduce
distributional losses and also to avoid
penalty by state electricity authority.
4. All high efficiency motors will be used in the
complex.
8.2 Transport and handling of
materials during construction may
result in pollution, noise & public
nuisance.
What measures are taken to
minimize the impacts?
Already Constructed:
Yes, transportation and handling of material had
resulted in air & noise pollution; however, it was
minimized by covering material by the tarpaulin,
water sprinkling and ensuring PUC certificate of
vehicles.
For future construction-
Transportation and handling of material would
result in air & noise pollution; however, it will be
minimized by covering material by the tarpaulin,
water sprinkling and ensuring PUC certificate of
vehicles. Detailed measures are given in chapter 9
of EIA Report.
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8.3 Are recycled materials used in
roads and structures?
State the extent of savings
achieved?
The C & D wastes generated was kept covered at
site was reused to the extent possible and rest
unused Construction and Demolition Waste was
handed over to contractor as per the agreement
for final disposal.
8.4 Give details of the methods of
collection, segregation & disposal
of the garbage generated during
the operation phases of the
project.
The solid waste will be disposed off as per
Municipal Solid Waste (Management and
Handling) Rules, 2016. Details are given in EIA
Report.
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?
Power Requirement – 1983 KW
Source of Power: DHBVNL
Back-up Source:
Power back up is proposed by using D.G. Sets of 2 X
500, & 1 X 250 KVA.
During power failure D.G. Sets will start
automatically. Fuel consumption for DG Sets
calculated to be however, 450 L/hr (when in
operation) and 19 L/month used oil from DG sets
will be generated. Proper management of Used oil
shall be taken care of. of Ultra Low Sulphur Diesel.
As per the latest C.P.C.B. norms, D.G. Sets have to
be installed in acoustic enclosure and silencer.
LED, Energy Efficient Motors and pumps shall be
used to conserve the electrical energy & to
minimize the consumption of non-renewable fuel.
9.2 What type of and capacity of
power back-up do you plan to
provide?
DG Sets: 2 X 500 & 1 X 250 KVA.
Fuel: Ultra Low Sulphur diesel.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
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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?
Toughened glasses has been used within the
complex.
9.4 What passive solar architectural
features are being used in the
building?
Illustrate the applications made
in the proposed project.
Building design and envelope has been optimized
through use of RCC & reflective paints.
9.5 Does the layout of streets &
buildings maximize the potential
for solar energy devices?
Have you considered the use of
street lighting, emergency
lighting and solar hot water
systems for use in the building?
Substantiate with details.
Yes, the layout of buildings has been designed to
maximize the potential for use of solar lighting per
day devices.
Yes, solar lights shall be used.
9.6. Is shading effectively used to
reduce cooling/heating loads?
What principles have been used
to maximize the shading of Walls
on the East and the West and the
Roof? How much energy saving
has been effected?
Solar Measures shall be adopted to provide shading
devices for windows which would effectively reduce
heating up of building envelope. Louvers and
sunshades will be used around windows in order to
protect from direct sunlight.
Roofs will be painted with reflective paints with
solar reflectance ranging from 0.3-0.8.9. This will
result in less absorption of sunlight causing 40 %
back reflection and less heating of building
structure during summer season. This will
effectively reduce the heat load of the building
envelope
9.7 Do the structures use energy-
efficient space conditioning,
lighting and mechanical systems?
Provide technical details.
Suitable energy optimization will be adopted during
the calculation of energy load of the proposed
project. The space heating load will be minimized
using solar structure and suitable building envelop
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
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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
material. Uses of incandescent lamp and halogen
lamps will be avoided and energy efficient light, LED
shall be used for all common area and other areas.
The diesel generator sets shall be automatically
controlled to optimize their usage based on the
actual load requirements at any time. Space
conditioning will be provided as per norms of
National Building Code – Part 8; Building Services
Section 3–Mechanical Ventilation. Lighting intensity
will be done as per the National Building Code
Guidelines.
CFC and HCFC free chillers will be provided.
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?
No significant effect is envisaged on the
surrounding environment of project. Increased
traffic generation and use of diesel generators sets
(only during power failure) in the project will not
cause significant increase in atmospheric
concentration of gases and will not result in heat
island formation.
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.
Building Material
Wall Bricks & RCC blocks
Roof RCC Slab, Mud Phuska and Clay Tile.
Finishing Plaster, Paints,
Flooring Stone, Marble, tiles
9.10 What precautions & safety
measures are proposed against
fire hazards? Furnish details of
emergency plans.
The basic system of Fire Fighting shall be designed
as per the provisions of the National Building Code
2016.
Water shall be drawn from fire reserve tanks by
electrically driven jockey pumps, fire pumps. A
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standby diesel engine driven pump for fire hydrant
pump shall also be provided. All pumps shall have
separate suction line from the fire suction header
and delivery shall be connected to the system.
Diesel engine driven fire pump shall be of the same
capacity and shall back up the electrically operated
fire hydrant, as per fire regulations. This will be
operated in case of total electrical power or
electrical pump failure. Independent jockey pumps
(for hydrant line) shall operate intermittently in
order to take care of hydraulic losses in the system
and shall maintain the minimum pressure
respectively in wet risers.
FIRE HYDRANTS
Fire department connections, capable of directly
feeding the ring mains or static fire reserve tanks,
shall also be provided near the main entrance. It
shall also be provided on the external wall of the
property near the main entrance.
Internal standpipe fire hydrant system shall be
provided with landing valve, hose reel, first aid hose
reels, complete with instantaneous pattern short
gunmetal pipe.
FIRE HOSE CABINETS
The hose cabinet to accommodate the Hose Pipes,
Branch Pipe, Nozzle and Hydrant Outlets shall be
fabricated from 2 mm thick or 14 mm gauge
aluminium sheet. Internal Hydrants shall
accommodate the Hose Reel equipment.
The hose cabinet shall be painted red and stove
enamelled.
EXTINGUISHERS
Hand held extinguishers shall be located so that the
maximum travel distance is not more than 23
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meters and would generally be located in or
adjacent to the fire hose reel cabinet.
Fire Safety:
The building materials shall be of appropriate fire
resistance standards. Further, design shall include
provisions for the following:
The electrical systems shall be provided with
automatic circuit breakers activated by the rise
of current as well as activated by over current.
Fire detection system.
Fire alarm system at appropriate places.
Means of escape
Access for fireman
Emergency Lighting:
The emergency lights operated on battery
power should be provided at appropriate
locations such as corridors, common area,
staircase, exit and entrance doors, parking etc.
9.11 If you are using glass as wall
material provides details and
specifications including emissive
and thermal characteristics.
Toughened Glass has been used.
9.12 What is the rate of air infiltration
into the building?
Provide details of how you are
mitigating the effects of
infiltration.
All the window and door will be airtight quality;
hence we don’t foresee any air infiltration
9.13 To what extent the non-
conventional energy
technologies are utilized in the
overall energy consumption?
Provide details of the renewable
energy technologies used.
LED lights has been installed within the project.
10. ENVIRONMENT MANAGEMENT PLAN
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10.1 The Environment Management Plan
would consist of all mitigation
measures for each item wise activity to
be undertaken during the construction,
operation and the entire life cycle to
minimize adverse environmental
impacts as a result of the activities of
the project. It would also delineate the
environmental monitoring plan for
compliance of various environmental
regulations. It will state the steps to be
taken in case of emergency such as
accidents at the site including fire.
Environment Management Plan is given in
chapter – 9 of EIA Report.
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Enclosure 2: Copy of ToR
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Enclosure 3: TOR Compliance
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COMPLIANCE OF TERMS OF REFERENCE
Sr. No. TOR POINT Compliance
1 Project description, its importance and the benefits
The projection description is given in Chapter 2 of the EIA Report. The benefits of the project are given in chapter 8 of the EIA Report.
2 Project site details (Location, toposheet of the study area of 10 Km, coordinates, google map, layout map, landuse, geological features and geo-hydrological status of the study area, drainage)
The proposed project Commercial complex “Spaze Boulevard II is located at Village- Tikri, Sec- 47, Gurgaon, Haryana. The map showing location, toposheet of the study area of 10 Km, coordinates, google map, layout map of the project is given in chapter 2, section 2.1 of EIA Report and landuse of the project is given in chapter 3, section 3.11 of EIA Report. The geological features and geo-hydrological status of the study area, drainage is given in Chapter 3, Section 3.6 of EIA report.
3 Land use as per the approved Master Plan of the area, permission/approvals required from the land-owning agencies, Development Authorities, local body, water supply & sewerage Board
The land has been initially licensed by DTCP vide license Haryana vide license no 220 of 2007 dated 09.09.2007 for total plot area 8979.96 sqm (2.219 acre) to M/s Automax Construction Pvt. Ltd. For setting up Commercial Complex. Now, the license has again been renewed up to 08.09.2019. There is collaboration agreement between M/s Automax Construction Limited and M/s Spaze Towers Pvt. Ltd. License has been attached at Annexure 7.
4 Land Acquisition status, R&R details
The land has been initially licensed by DTCP vide license Haryana vide license no 220 of 2007 dated 09.09.2007. Now, the license has again been renewed upto 08.09.2019. Hence R&R was not required.
5 Forest and Wildlife and eco-sensitive zones, if any in the study area of 10 km clearance required under the Forest (Conservation)
No forest and wildlife and eco-sensitive zone is within 10 km. Hence, not applicable.
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Act, 1980, the Wildlife (Protection) Act, 1986.
6 Baseline environmental study for ambient air (PM10, PM2.5, SO2, NOx & CO), water (both surface & ground), noise and soil for one month (except monsoon period) as per MoEF&CC/CPCB guidelines at minimum 5 locations in the study are of 10 Km
As per TOR, Baseline environmental study was done for one month, during February 2018 as per TOR granted. Detailed baseline study has been given in Chapter 3, The study for ambient air (PM10, PM2.5, SO2, NOx & CO) is given in chapter 3, Section 3.5 of EIA Report. The study for water (both surface & ground) are given in chapter 3, Section 3.7 of EIA Report, the study for noise and soil is given in chapter 3, Section 3.8 and 3.9 of EIA Report respectively.
7 Details on flora &fauna and socio-economic aspects in the study area.
Detail on flora & fauna and socio-economic aspects in the study area are given in Chapter 3, Section 3.12 & 3.13 of EIA report respectively.
8 Likely impact of the project on the environmental parameters (ambient air, surface and ground water, land, flora and fauna and socio-economic, etc.)
Likely impacts and their mitigation measures for ambient air is given in Chapter 4, Section 4.3 of EIA report. The Likely impacts and their mitigation measures for surface and ground water is given in Chapter 4, Section 4.4 of EIA report. The Likely impacts and their mitigation measures for land is given in Chapter 4, Section 4.1 of EIA report. The Likely impacts and their mitigation measures for flora and fauna and socio-economic are given in Chapter 4, Section 4.6 & 4.8 of EIA report respectively.
9 Source of water for different identified purposes with the permissions required from the concerned authorities, both for surface water and the ground water (by CGWA) as the case may be, rain water harvesting, etc.
Fresh water will be sourced by HUDA for which permission has been applied. Rest water requirement shall be met from the treated water of in house STP.
10 Waste water management (treatment, reuse and disposal) for the project and also the study area.
The detailed waste water management is given at Chapter 9, Section 9.2 of EIA report.
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11 Management of solid waste and the construction & demolition waste for the project vis-a-vis the Solid Waste Management Rules, 2016 and the Construction & Demolition Rules, 2016
Proper management of solid waste shall be done the detail are given in Chapter 9, Section 9.5 of EIA report.
12 Energy efficient measures (LED lights, solar power, etc) during construction as well as during operational phase of the project
Energy efficient measures were adopted during construction the details are given in Chapter 5 of EIA Report.
13 Assessment of ecological damage with respect to air, water, land and other environmental attributes. The collection and analysis of data shall be done by an environmental laboratory duly notified under the Environment (Protection) Act, 1986, or an environmental laboratory accredited by NABL, or a laboratory of a Council of Scientific and Industrial Research (CSIR) institution working in the field of environment.
Assessment of ecological damage with respect to air, water, land and other environmental attributes has been done by Perfact Researchers Pvt. Ltd. (NABL Approved Laboratory) and is given in chapter 7, section 7.9 of EIA Report.
14 Preparation of EMP comprising remediation plan and natural and community resource augmentation plan corresponding to the ecological damage assessed and economic benefits derived due to violation.
EMP has been prepared comprising remediation plan and natural and community resource augmentation plan corresponding to the ecological damage assessed and economic benefits derived due to violation and is given in chapter 7, section 7.9 of EIA Report.
15 The remediation plan and the natural and community resource augmentation plan to be prepared as an independent chapter in the EIA report by the accredited consultants.
As per Annexure III of EIA Notification 2006, any additional study has to be incorporated in the chapter 7 (Additional Studies), The remediation plan and the natural and community resource augmentation plan has been prepared and the same is given in chapter 7, section 7.9 of EIA Report.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
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M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
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Enclosure 4: Environment Impact Assessment Report
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT IMPACT ASSESSMENT REPORT
FOR COMMERCIAL COMPLEX “SPAZE BOULEVARD II”
At
Village- Tikri, Sec- 47, Gurgaon, Haryana
ToR letter no. : F.no. 23-40/2018-IA-III dated 16-04-2018 Total Built-up area: 23,602.666 sqm Category : 8(a) Cost of Project : Rs. 46.76 Crores Being Developed by:
M/s Spaze Towers Pvt. Ltd. Spazedges commercial Complex, Sector-47, Gurgaon Sohna Road, Gurgaon- 122002, Haryana
Contact person : Mr. Dhiraj Malik Phone No. : 124-4675999 Email-id : Dhiraj.malik@spaze.in
M/s PERFACT ENVIROSOLUTIONS PVT LTD
(NABET Registered Vide List of accredited Consultants organization / Rev 67/9th July 2018 at S.No.-114) 5th Floor, NN Mall, Mangalam Palace, Sector 3, Rohini, New Delhi-110085 Email: info@perfactgroup.in; Phone: 011- 49281360
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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Table of Contents for EIA
CHAPTER 1: INTRODUCTION .................................................................................................................................. 61
1.1 PROFILE OF THE PROJECT PROPONENT: ....................................................................................................... 63
1.2 IMPLEMENTING ORGANIZATION .................................................................................................................. 64
1.3 METHODOLOGY ............................................................................................................................................. 68
1.4 LAND DESCRIPTION ....................................................................................................................................... 68
1.5 ENVIRONMENTAL LEGISLATIONS APPLICABLE TO THE PROJECT ................................................................. 68
1.6 NORMS & CODES APPLICABLE TO THE PROJECT .......................................................................................... 72
CHAPTER 2: DESCRIPTION OF THE PROJECT ................................................................................................................ 73
2.1 GOAL & OBJECTIVE OF THE PROJECT: ............................................................................................................ 73
2.2 TIME FRAME OF THE PROJECT: ...................................................................................................................... 79
2.2.1 SITE PHOTOGRAPHS .................................................................................................................................... 79
2.3 PROJECT DETAILS ........................................................................................................................................... 80
2.4 POPULATION .................................................................................................................................................. 82
2.5 PROVISION OF AMENITIES ............................................................................................................................. 82
2.6 WATER SUPPLY SOURCE AND CONSUMPTIONS: ........................................................................................... 83
2.7 SOLID WASTE MANAGEMENT ........................................................................................................................ 84
2.8 POWER SUPPLY SOURCE AND REQUIREMENT & POWER BACK UP: .............................................................. 85
2.9 AIR POLLUTION .............................................................................................................................................. 85
2.10 NOISE POLLUTION ........................................................................................................................................ 86
2.11 PARKING MANAGEMENT ............................................................................................................................. 87
2.12 COST OF THE PROJECT ................................................................................................................................. 87
2.13 ENVIRONMENTAL LIABILITY OF THE SITE: .................................................................................................... 87
CHAPTER 3: ENVIRONMENTAL BASE LINE DATA .......................................................................................................... 88
3.1 INTRODUCTION .............................................................................................................................................. 88
3.2 METHODOLOGY ............................................................................................................................................. 89
3.3 METEOROLOGY ............................................................................................................................................. 90
3.4 MICRO- METREOLOGICAL DATA ................................................................................................................. 102
3.5 AMBIENT AIR QUALITY ................................................................................................................................ 103
3.6 HYDRO-GEOLOGY & GEOLOGY ................................................................................................................... 110
3.7 WATER QUALITY .......................................................................................................................................... 112
3.8 NOISE QUALITY ............................................................................................................................................ 118
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
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3.9 SOIL QUALITY ............................................................................................................................................... 122
3.10 TOPOGRAPHY ............................................................................................................................................ 129
3.11 LANDUSE .................................................................................................................................................... 129
3.12 FLORA AND FAUNA ................................................................................................................................... 132
3.13 SOCIO-ECONOMIC SCENARIO .................................................................................................................... 140
3.14 TRAFFIC DENSITY ....................................................................................................................................... 149
CHAPTER 4: ANTICIPATED ENVIONMENTAL IMPACTS & MITIGATION MEASURES .................................................... 153
4.1 IMPACT MITIGATION- CONSTRUCTION PHASE ............................................................................................ 154
4.2 IMPACT MITIGATION DURING OPERATION PHASE ...................................................................................... 174
CHAPTER 5: ANALYSIS OF ALTERNATIVES .................................................................................................................. 186
5.1 BUILDING MATERIAL .................................................................................................................................... 186
5.2 ENERGY CONSERVATION MEASURES ......................................................................................................... 186
5.3 WATER CONSERVATION MEASURES ........................................................................................................... 187
5.4 ROAD CONSTRUCTION MATERIAL .............................................................................................................. 187
CHAPTER 6: ENVIRONMENT MONITORING PLAN ...................................................................................................... 189
6.1 DETAILS OF MONITORING TO JUDGE EFFECTIVENESS ................................................................................. 189
6.2 SUBMISSION OF SIX-MONTHLY COMPLIANCES ........................................................................................... 191
6.3 ENVIRONMENT AUDIT ................................................................................................................................. 191
6.4 ENERGY AUDIT ............................................................................................................................................. 191
CHAPTER 7: ADDITIONAL STUDIES ............................................................................................................................. 192
7.1 Risk Assessment ........................................................................................................................................... 192
7.2 SAFETY ACTION PLAN ................................................................................................................................... 196
7.3 EVACUATION PLAN ...................................................................................................................................... 208
7.4 OCCUPATIONAL HEALTH & SAFETY .............................................................................................................. 210
CHAPTER 8: PROJECT BENEFITS ................................................................................................................................. 225
CHAPTER 9: ENVIRONMENT MANAGEMENT PLAN ................................................................................................... 226
9.1 AIR ENVIRONMENT/ DUST MITIGATION MEASURES ................................................................................. 227
9.2 WATER MANAGEMENT ............................................................................................................................... 229
9.3 RAIN WATER HARVESTING ........................................................................................................................... 236
9.4 NOISE ENVIRONMENT ................................................................................................................................. 239
9.5 SOIL MANAGEMENT & WASTE MANAGEMENT ......................................................................................... 242
9.6 PARKING MANAGEMENT: ........................................................................................................................... 244
9.7 PLANTATION ................................................................................................................................................ 245
9.8 ENVIRONMENT MANAGEMENT COST ........................................................................................................ 246
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
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9.9 CORPORATE ENVIRONMENT RESPONSIBILITY ........................................................................................... 247
9.10 HEALTH, SAFETY & OCCUPATIONAL MEASURES ........................................................................................ 248
CHAPTER 10: SUMMARY AND CONCLUSION ............................................................................................................. 250
ENCLOSURE 5: DISCLOSURE OF ENVIRONMENTAL CONSULTANT ........................................................................ 264
List of Figures
Figure 2-1; Satellite image of the project using Google Earth ....................................................... 78
Figure 3-1;Highest Maximum Temperature (°C) ............................................................................ 91
Figure 3-2;Lowest Minimum Temperature (°C) ............................................................................ 92
Figure 3-3;Lowest Minimum Temperature (°C) ............................................................................ 92
Figure 3-4; Mean Maximum Temperature (°C) ............................................................................ 93
Figure 3-5; Mean Minimum Temperature (°C) ............................................................................. 93
Figure 3-6;Maximum Humidity (%) ............................................................................................... 94
Figure 3-7;Minimum Humidity(%)................................................................................................. 94
Figure 3-8;Maximum Rainfall (mm) .............................................................................................. 96
Figure 3-9;Minimum Rainfall (mm) ............................................................................................... 96
Figure 3-10;Average Rainfall (mm) ............................................................................................... 96
Figure 3-11: Wind rose diagram ................................................................................................... 102
Figure 3-12; Ambient air sampling locations on Topographical Map within 10 Km radius ...... 105
Figure 3-13; Water sampling locations on 10 Km Topographical Map ........................................ 113
List of Tables Table 2-1; Social infrastructure Available near the project ........................................................... 75
Table 2-2 Total area detail ............................................................................................................. 82
Table 3-1; Temperature record ..................................................................................................... 91
Table 3-2; Relative Humidity record ............................................................................................. 94
Table 3-3; Ambient air quality results of PM2.5 & PM10 ............................................................. 107
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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Table 3-4; Ambient air quality results of SO2 & NOX ................................................................. 107
Table 3-5; Ambient Noise sampling stations ................................................................................ 118
Table 3-6; Ambient Noise quality results .................................................................................... 120
Table 6-1Environmental Monitoring Plan during Construction phase ........................................ 189
Table -2; Environmental monitoring programme (construction phase) ...................................... 190
Table 7-1; Vulnerable Analysis ..................................................................................................... 196
Table 2: Criteria to assess the impact due to construction .......................................................... 212
Table 3: Matrix for Assessment of Damage Scale ........................................................................ 212
Table 4: Damage assessment and Remediation of Environmental components ........................ 215
Table 5: Impact Summary as per construction status .................................................................. 222
Table 6: Cost summary ................................................................................................................. 223
Table 9-1 Water Management ..................................................................................................... 231
Table 9-2; Rain Water Harvesting collection scheme .................................................................. 238
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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Chapter 1: INTRODUCTION
The project, Commercial complex “Spaze Boulevard II” is situated at Village Tikri, Sector- 47,
Gurgaon, Haryana is being developed by M/s Spaze Towers Pvt. Ltd. The total plot area of the
project site is 8979.96 sqm (2.219 acre) and net plot area is 7643.285 sqm (1.8887 acre) having
Built-up area of 23,602.666 Sqm.
The land was agricultural land which was converted to commercial use by Town & Country
planning. The land has been licensed by DTCP vide license Haryana vide letter no. LC-
1127/DB(R)2014/27529 on dated 09.09.2007 for total Plot Area 8979.96 Sqm (2.219 acre) to M/s
Automax Construction Pvt. Ltd. for setting up Commercial Complex. Now, the license has again
been renewed upto 08.09.2019. There is collaboration agreement between M/s Automax
Constructions Limited and M/s Spaze Towers Pvt. Ltd. The project will be developed by M/s Spaze
Towers Pvt. Ltd.
The project had initially applied for environmental clearance on dated 13.09.2010 by M/s
Automax Constructions Ltd. at Haryana, SEIAA. There were some short comings in application and
the required documents were submitted and after many submission of reply, case was not granted
environment clearance and in the meantime the construction has started at the site.
The total built-up area of the project is 23,602.666 sqm which is less than 1,50,000 sqm thus, it
falls under category 8(a) of EIA Notification, 2006. As per the notification vide S.O. 804(E) dated
14.03.2017 the project was submitted to MoEF&CC under violation category. Under this
notification the TOR was granted for Commercial Complex by MoEF&CC vide its letter no. F.No.
23-40/2018-IA-III dated 16th April, 2018.
Now as per amendment in notification vide S.O. 1030(E) dated 8th March,2018 & OM no.
Z-11013/22/2017-IA. II (M) dated 15.03.2018 & 16.03.2018, the project falls under category ‘B’,
of Schedule 8(a) & is exempted from Public Hearing and will be appraised by SEAC/SEIAA,
Haryana.The project is having no. of floors is G+12, Levels of basement is 3 No. The activities
proposed in the project include Retails and offices cum service apartments.
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
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CHRONOLOGY OF EVENTS:
S. No Status Dates
1 License License was granted by Town and Country Planning Department for development of Commercial Colony vide license no 220 of 2007
09.09.2007
2 Zoning and Demarcation Plan
Approval and Zoning plan of the commercial colony by DTCP, Haryana vide memo no. 17/10
17.04.2008
3 Mining permission
Mining permission was given by Department of Mines & Geology, Gurgaon, Haryana vide memo no. 853
29.10.2010
4 AAI Approval AAI NOC was approved by Airports Authority of India vie letter no. AAI/NOC/2012/91/7200
27.03.2012
5 Excavation Excavation for the foundation and basement was completed by June, 2012
08.06.2012
6 Environment Clearance Application (SEIAA)
Environment Clearance application was filed at SEIAA, Haryana.
13.09.2012
7 Essential Details Sought
Shortcomings was sought by SEAC, Haryana vide letter no. HR/SEAC/2012/237/474 in application
18.09.2012
8 Collaboration agreement
Collaboration agreement was done between Automax and Spaze Towers
29.11.2012
9 Building Plan Approval
Building Plan was approved by DTCP, Haryana vide memo no. ZP-319/AD(RA)/2013/31511
22.02.2013
10 Notice from SEAC
Final Notice from SEAC for submission of documents asked in query vide letter no. HR/SEAC/2012/237/474
03.06.2013
11 Forest and Aravalli
Forest and Aravalli NOC were given by Deputy Conservator of Forests
20.06.2013
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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12 Revised Application Submitted
Revised application was submitted by PP 12.08.2013
13 Shortcomings Shortcomings was sought by SEAC, Haryana vide letter no. HR/SEAC/2013/514/836 in application
30.08.2013
14 Reply Submitted Documents were submitted by PP 19.09.2013
15 Appraisal meeting
SEAC has observed that the applicant has applied for transfer of licence (DTCP) in the name of Spaze Towers Pvt. Ltd. And Automax Construction Pvt. Ltd. Hence case to be delisted.
27.11.2013
16 SEIAA SEIAA has appraised the project in 64th Meeting dated 04/01/2014 decided to delist the case as per recommendation of SEAC. Show Cause Notice was issue vide order no. HSPCB/GRN/2016/6727-28 dated 20/07/2016 under Section 15 of EPA, 1986 for violation of amended EIA Notification dated 14/09/2006.
11.02.2014
17 Submission of Application under violation
Application under violation Notification No. S.O 804 (E) was submitted in MOEF&CC
09.05.2017
18 TOR Granted TOR granted by MoEF&CC 16.04.2018
1.1 PROFILE OF THE PROJECT PROPONENT:
The project is being developed by M/s Spaze towers Pvt. Ltd.
Project proponent: M/s Spaze Towers Pvt. Ltd.
Registered Office: Spazedge Commercial Complex, Sector-47, Gurgaon Sohna Road, Gurgaon-
122002, Haryana
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
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1.2 IMPLEMENTING ORGANIZATION
The land has been initially licensed by DTCP vide license Haryana vide letter no. LC-
1127/DB(R)2014/27529 on dated 09.09.2007 for total Plot Area 8979.96 Sqm (2.219 acre) to M/s
Automax Construction Pvt. Ltd. for setting up Commercial Complex. Now, the license has been
renewed which is valid up to 08.09.2019. There is collaboration agreement between M/s Automax
Constructions Limited and M/s Spaze Towers Pvt. Ltd.
ENVIRONMENTAL CONSULTANT INVOLVED IN THE PROJECT:
M/s Perfact Enviro Solutions Pvt. Ltd. established by experienced environmental and related
experts, provides specialized services in the field of Environment and Pollution Control for all types
of Industrial, Construction, Nuclear Sciences, Bio-diversity, Mining and other related fields. Our
transparent and professional approach, commitment to excellent quality and service, timely
deliveries have contributed to create a name in the field of environment.
M/s Perfact Enviro Solutions Pvt. Ltd. is NABET Registered vide list of accredited consultant
organizations/ Rev 70/ 11th October 2018 at S.No.-116) & an ISO 9001:2015 & ISO 14001:2015
Certified Company.
Declaration by Experts contributing to the EIA Commercial Complex “Spaze Boulevard II” at
Village- Tikri, Sec-47, Gurgaon, Haryana by M/s Spaze Towers Pvt. Ltd.
I, hereby, certify that I was a part of the EIA team in the following capacity that developed the
above EIA.
EIA coordinator: Akta Chugh
Name: Akta Chugh
Signature and Date: 05.11.2018
Period of involvement: April 2017 to July 2018
Contact information: 9910739168
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Functional area experts:
S. No. Functional Area Name of the experts Involvement (period and task)
Signature and date
1.
AP*
Nipun Bhargava Involvement- April 2017 to July 2018
05.11.2018
2.
WP*
Praveen Bhargava Involvement- April 2017 to July 2018 05.11.2018
3. SHW*
Praveen Bhargava Involvement- April 2017 to July 2018 05.11.2018
4.
SE*
Rachna Bhargava Involvement- April 2017 to July 2018
05.11.2018
5.
EB*
Rajiv Kumar Involvement- April 2017 to July 2018
05.11.2018
6.
HG*
Santosh Pant Involvement- April 2017 to July 2018
05.11.2018
7.
GEO*
Santosh Pant Involvement- April 2017 to July 2018
05.11.2018
8. SC*
Praveen Bhargava Involvement- April 2017 to July 2018 05.11.2018
9.
AQ*
Nipun Bhargava Involvement- April 2017 to July 2018
05.11.2018
10. NV* *** *** ***
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
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*One TM against each FAE may be shown
**Please attach additional sheet if required
Declaration by the Head of the accredited consultant organization/ authorized person.
I Praveen Bhargava, hereby, confirm that the above-mentioned experts prepared the EIA of
Commercial Complex “Spaze Boulevard II” at Village- Tikri, Sec-47, Gurgaon, Haryana by M/s Spaze
Towers Pvt. Ltd. I also confirm that EIA Coordinator (EC) has gone through the report, and the
consultant organization shall be fully accountable for any misleading information.
It is certified that no unethical practices, plagiarism involved in carrying out the work and external
data / text has not been used without proper acknowledgement while preparing this EIA report.
Signature:
Name: Praveen Bhargava
Designation: Managing director
Name of the EIA consultant organization: Perfact Enviro Solutions Pvt. Ltd.
NABET Certificate No. & Issue Date: QCI/NABET/EIA/ACO/18/736 valid till 27.11.2018
NABET Certification Letter
11.
LU*
Rajneesh Maurya Involvement- April 2017 to July 2018
05.11.2018
12.
RH* Nipun Bhargava
Involvement- April 2017 to July 2018
15.10.2018
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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1.3 METHODOLOGY
This EIA/EMP report has been prepared based on the following:
1. EIA Guidance Manual for Township/ Area Development Projects, Ministry of Environment &
forests.
2. Terms of Reference issued by MoEF&CC vide its letter no. F.No. 23-40/2018-IA-III dated 16th
April, 2018
3. Observations made by M/s Perfact Enviro Solutions Pvt. Ltd. during visits to the study area
and collection of primary and secondary environmental data.
The main components of the method are:
• Impact Identification
• Impact Assessment
• Impact Evaluation
• Mitigation Measures
1.4 LAND DESCRIPTION
The site having a total plot area of 8979.96 sq. m and net plot area of 7643.285 sq. m is located at
Sector 47, Gurgaon, Haryana near SH-13 at 0.05 Km W.
State: Haryana
Latitude: 28°25'8.03"N
Longitude: 77° 2'27.20"E
1.5 ENVIRONMENTAL LEGISLATIONS APPLICABLE TO THE PROJECT
Following legislations are applicable to the project. Therefore, it is the responsibility of the
developer to comply with these legislations.
➢ THE WATER (PREVENTION AND CONTROL OF POLLUTION) ACT 1974
Under Section 25. Restrictions on New Outlets and New Discharges
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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– Applicable due to discharge of waste water from the Commercial Complex.
– Under the above-mentioned act, we shall take consent “consent to establish” & “consent
to operate” of the State Pollution Control Board.
➢ THE AIR (PREVENTION AND CONTROL OF POLLUTION) ACT, 1981
Under section 21. Restrictions on use of certain industrial plants.
– Applicable due to provision of DG Sets which will be source of air emission to atmosphere.
Stack shall be installed.
– Under the above-mentioned act, we shall take consent “consent to establish” & “consent
to operate” from the State Pollution Control Board.
➢ THE WATER (PREVENTION AND CONTROL OF POLLUTION) CESS ACT, 1977
Under Section 3: Levy and Collection of Cess
– There shall be levied and collected a cess for the purpose of the Water (Prevention and
Control of Pollution) Act, 1974 (6 of 1974) and utilization there under.
– The cess under sub-section (1) shall be payable by—
– Every person extracting water from ground.
– Everyone using supply water.
➢ THE MUNICIPAL SOLID WASTES (MANAGEMENT AND HANDLING) RULES, 2000 & SOLID
WASTE MANAGEMENT RULES, 2016
– As per this rule solid waste is to be segregated and disposed as per defined procedure at
MSW approved site or within its own complex by using different solid waste disposed
technologies.
➢ HAZARDOUS WASTES & OTHER WASTE (MANAGEMENT & TRANSBOUNDRY MOVEMENT)
RULES, 2016
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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– Hazardous wastes shall be collected, treated, stored at isolated locations.
– It will be given to authorized recyclers/ service providers only.
– Authorization under this rule shall be taken from SPCB.
– E-WASTE (MANAGEMENT & HANDLING) RULES, 2016
– E-waste shall be collected and stored at isolated location in the Commercial Complex.
– It shall be disposed through approved recycler only.
➢ THE NOISE POLLUTION (REGULATION AND CONTROL) RULES, 2000
– The noise levels in any area shall not exceed the ambient noise quality standards in respect
of noise as specified in the schedule.
– The authority shall be responsible for the enforcement of noise pollution control measures
and the due compliance of the ambient noise quality standards in respect of noise.
➢ CONSTRUCTION & DEMOLITION WASTE MANAGEMENT RULES, 2016
– The rules shall apply the proposed project will involve construction of civil structure of
commercial complex which will generates construction and demolition waste such as
building materials, debris, rubble.
➢ PLASTIC WASTE MANAGEMENT RULES 2016
– Plastic waste, which can be recycled, shall be channelized to registered plastic waste
recycler and recycling.
– It will be given to authorized recyclers/ service providers only.
– Authorization under this rule shall be taken from SPCB.
➢ ENVIRONMENT (PROTECTION) AMENDMENT RULES, 2018
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
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– It is Mandatory Implementation of Dust Mitigation Measures for Construction and
Demolition Activities for projects requiring Environmental Clearance
➢ EIA NOTIFICATION, 2006 AND AMENDMENTS
EIA Notification, 2006 falls under EPA, 1986 under this act any project which has probable impact
on the environment is listed under 34 categories, then unit are required to take prior
environmental clearance after occupying/identifying the land for particular use.
The project comes under category “B” & listed in 8(a) schedules as per EIA notification, 2006. All
projects or activities in the schedule, whether expansion and modernization of existing projects
or activities and change in product mix shall require prior environmental clearance from the
MoEF&CC/State Environmental Impact Assessment Authority (SEIAA) or in absence of SEIAA,
Central Government in the ministry of Environment and Forests on the recommendation of Expert
Appraisal Committee to be constituted by the Central Government.
➢ NOTIFICATION NO. S.O.804(E) DATED 14.03.2017 AND AMENDMENTS (FOR VIOLATION
CASES)
As per notification it has been notified that the violation cases/non-Compliance will be treated as
‘A’ category projects. Hence, in view of the aforesaid notification, where it has been clearly stated
that the projects in category shall be entitled to apply for environmental clearance under Violation
Category.
As per the notification vide S.O. 804(E) dated 14.03.2017 the project was submitted to MoEF&CC
under violation category. Under this notification the TOR was granted for Commercial Complex by
MoEF&CC vide its letter no. F.No. 23-40/2018-IA-III dated 16th April, 2018.
Now as per amendment in notification vide S.O. 1030(E) dated 8th March,2018 & OM no.
Z-11013/22/2017-IA. II (M) dated 15.03.2018 & 16.03.2018, the project falls under category ‘B’,
of Schedule 8(a) & is exempted from Public Hearing and shall be appraised by SEAC Haryana. The
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baseline data was collected for one month i.e. February 2018. We are submitting the EIA Report
along with TOR Compliance under Category “B” as violation case.
1.6 NORMS & CODES APPLICABLE TO THE PROJECT
❖ Fire Fighting and High-rise building Norms
For Buildings, more than 15 m height- All necessary fire-fighting equipment shall be in place
before the occupancy of the building.
Mandatory Mock-up drills- Regular and periodic mock-up drills shall be undertaken by the Fire
Department at least once in a year.
NOC from the Fire Department- NOC shall be obtained from the local Fire Station at 2 stages
a) Before the construction
b) Before the occupation of the Building
Applicable guidelines of Fire Department National/State Disaster Management Authority shall
be strictly followed by the developer and occupiers/Cooperative Societies.
❖ Energy Conservation Building Code (ECBC Codes) 2007 & amended in 2017:
The norms shall be applicable to all the buildings constructed on plot having land area> 500 sq
m.
The provisions of the code apply to:
– Building envelops, except for unconditioned storage spaces or warehouses
– Mechanical systems
– and equipment, including heating, ventilating, and air conditioning (HVAC)
– Service hot water heating
– Interior and exterior lightning
– Electrical power and motors
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Chapter 2: DESCRIPTION OF THE PROJECT
2.1 GOAL & OBJECTIVE OF THE PROJECT:
The project, Commercial complex “Spaze Boulevard II” is situated at Village Tikri, Sector- 47,
Gurgaon, Haryana is being developed by M/s Spaze Towers Pvt. Ltd. The total plot area of the
project site is 8979.96 sqm (2.219 acre), net plot area is 7643.285 sqm (1.8887 acre) having Built-
up area of 23,602.666 Sqm.
The land was agricultural land which was converted to commercial use by Town & Country
planning. The land has been licensed by DTCP vide license Haryana vide letter no. LC-
1127/DB(R)2014/27529 on dated 09.09.2007 for total Plot Area 8979.96 Sqm (2.219 acre) to M/s
Automax Construction Pvt. Ltd. for setting up Commercial Complex. Now, the license has again
been renewed upto 08.09.2019. There is collaboration agreement between M/s Automax
Constructions Limited and M/s Spaze Towers Pvt. Ltd. The project will be developed by M/s Spaze
Towers Pvt. Ltd.
The project had initially applied for environmental clearance on dated 13.09.2010 by M/s
Automax Constructions Ltd. at Haryana, SEIAA. There were some short comings in application and
the required documents were submitted and after many submission of reply, case was not granted
environment clearance and in the meantime the construction has started at the site.
The total built-up area of the project is 23,602.666 sqm which is less than 1,50,000 sqm thus, it
falls under category 8(a) of EIA Notification, 2006. As per the notification vide S.O. 804(E) dated
14.03.2017 the project was submitted to MoEF&CC under violation category. Under this
notification the TOR was granted for Commercial Complex by MoEF&CC vide its letter no. F.No.
23-40/2018-IA-III dated 16th April, 2018.
Now as per amendment in notification vide S.O. 1030(E) dated 8th March,2018 & OM no.
Z-11013/22/2017-IA. II (M) dated 15.03.2018 & 16.03.2018, the project falls under category ‘B’,
of Schedule 8(a) & is exempted from Public Hearing and will be appraised by SEAC/SEIAA, Haryana.
SIGNIFICANCE OF THE PROJECT:
COMMERCIAL COMPLEX “SPAZE BOULEVARD II”AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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A Commercial Complex along with Retails and offices cum services apartments.
FOR SELECTION OF SITE:
(a) (a) Location: Commercial Complex “Spaze Boulevard II” is Sector 47, Gurgaon, Haryana.
The Latitude & Longitude of the site is given below:-
Latitude Longitude Elevation
28°25'8.03"N 77° 2'27.20"E 229 m
(b) Infrastructure around the Site
• Physical
The surrounding area to the project site is a developing commercial area with commercial complex
being developed. Area is well connected by road network and has all necessary amenities.
• Social Facilities
The area is catered by many social facilities.
Name Distance and Direction
Hospital
Ekta Hospital near
Community Centre E.C.H.S Polyclinic,
Sector-47
Park Hospital, Sector-47Park Street Post
Post Office
Post Office near Jagrati Gas
Service, khansa Road
Post Office, Air Force Station road
Head Post Office & Saving Bank, Gurgaon
Place of Worship
0.08 Km SE
0.25 Km SE
0.79 Km E
2.38 Km NEE
2.09 Km NW
4.83 Km NNW
0.26 Km NE
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St. Patrick’s Roman Catholic Church Sec-
47
Guru Gorakhnath Ji Temple, Sec- 33
Shani Dev Mandir, Sec-47
School
S.D. Adarsh Vidyalaya, Sec-47
Vega School-1, Sector-48
Kendriya Vidyalaya No2, Sohna Road
Bank
State Bank of Patiala, Sec-48
Bank of Maharashtra, Sec-48
1.84 Km NW
0.82 Km NW
0.38 Km SW
0.96 Km SW
2.45 Km NW
0.23 Km SW
0.93 Km SW
Table 2-1; Social infrastructure Available near the project
(c) Connectivity:
The project is strategically located in Village Tikri, Sector- 38, Gurgaon, Haryana. The connectivity
with the site is given below:
Name Distance and Direction
National Highway:
State Highway-13
NH-8
State Highway-15A
NH-236
Railway Stations:
Gurgaon Rly Station
Basai Dhankot Rly Station
Garhi Harsaru Junction Rly Station
Bijwasan Rly Station
Airports:
Indira Gandhi International Airport
0.05 Km W
3.05 Km NNW
3.13 Km NNW
7.06 Km NE
8.3 Km NNW
7.54 Km NW
10.99 Km NW
13.12 Km NE
16.33 Km NE
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(d) Seismicity: Project Site area falls in seismic zone IV.
(e) Physiographic and topography of the area: There are no significant physiographic features
seen in the city area or the surroundings. The entire area is monotonously flat. The latitude &
longitude of the site is 28°25'8.03"N & 77° 2'27.20"E respectively. Topographical map is given in
Enclosure-6.
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(f) Ecological Sensitivity: There is no ecological sensitive area in core zone. The ecological
sensitivity of buffer zone is as follows:
Ecological sensitive area Distance Direction
Water Bodies
Ghata or Badshapur Nadi
Li Nala
Drain
Bhawaro Nala
Kaunsat Nala
Najafgarh Drain
0.69 Km
3.90 Km
4.47 Km
7.34 Km
8.83 Km
13.71 km
W
SE
NE
SE
SEE
NW
Sanctuary
Sultanpur Bird sanctuary
15..32 Km
NW
(g) Land Form & Land Ownership
The land has been initially licensed by DTCP vide license Haryana vide letter no. LC-
1127/DB(R)2014/27529 on dated 09.09.2007 for total Plot Area 8979.96 Sqm (2.219 acre) to M/s
Automax Construction Pvt. Ltd. for setting up Commercial Complex. Now, the license has again
been renewed up to 08.09.2019. There is collaboration agreement between M/s Automax
Constructions Limited and M/s Spaze Towers Pvt. Ltd.
The land is a flat land with an elevation 229 m.
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Location of Project Site
Google Map showing location is given in the figure 2-1.
Figure 2-1; Satellite image of the project using Google Earth
Layout of the project
Sector-47
SH
13
Sector-49Sector-48
Tikri
N
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2.2 TIME FRAME OF THE PROJECT:
Time Expected: Approx. Six Years
Time already Taken: Approx. 5 years
Further Time required: Approx. 1 year
After all the statuary approvals from Govt. Authorities and the grant of Environment Clearance,
rest of the construction work shall be done.
2.2.1 SITE PHOTOGRAPHS
CONSTRUCTION STATUS AS ON DATE: -
Structure of G+12 no. of floors and 3 no. of basement has been completed. Civil work of 100 KLD
STP has been completed but Mechanical, electrification and stabilization yet to be done. 2 no. of
RWH pits has already been constructed. DG Sets are yet to be installed and plantation work is yet
to be done.
S. No. Floors
Slab Level
Internal Brickwork
External Brickwork
Exterior finishing work
1 12th Floor 100% 100% 100% Yet to be done
2 11th Floor 100% 100% 100% Yet to be done
3 10th Floor 100% 100% 100% Yet to be done
4 9th Floor 100% 100% 100% Yet to be done
11.02.2018 11.02.2018
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5 8th Floor 100% 100% 100% Yet to be done
6 7th Floor 100% 100% 100% Yet to be done
7 6th Floor 100% 100% 100% Yet to be done
8 5th Floor 100% 100% 100% Yet to be done
9 4th Floor 100% 100% 100% Yet to be done
10 3rd Floor 100% 100% 100% Yet to be done
11 2nd/service Floor 100% 100% 100% Yet to be done
12 1st Floor 100% 100% 100% Yet to be done
13 Ground Floor 100% 100% 100% Yet to be done
14 Basement 1 100% 100% 100% Yet to be done
15 Basement 2 100% 100% 100% Yet to be done
16 Basement 3 100% 100% 100% Yet to be done
S.NO. DESCRIPTION Status
1. Status of STP Civil work completed. Mechanical, electrification and stabilization yet to be done.
2. Status of Rain Water Harvesting
2 no. of RWH pits has already been constructed.
3. Status of DG set and stack No DG Set has been installed.
4. Status of Landscape Landscaping yet to be done.
2.3 PROJECT DETAILS
The total plot area of the project site is 8979.96 Sqm (2.219 acre), net plot area is 7643.85 sqm
(1.8887 Acre) and having Built-up area of 23,602.666 Sqm.
The area detail breakup is given in table-
TOTAL AREA DETAILS: -
S.No Particulars Unit Total
1. Total Plot Area m2 8979.96 (2.219 Acre)
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2. Net Plot Area m2 7643.285 (1.8887 Acre)
3. Ground Coverage (Permissible) (40%) m2 3057.31
4. Ground Coverage (Achieved) (38.85%) m2 2969.53
5. F.A.R (Permissible) (1.75) m2 13375.75
6. F.A.R (Achieved) m2 13375.311
7. Non-F.A.R Area/Free from FAR including Basement
m2 945.505
8. Total Basement area m2 9281.85
9. Total Built up Area (FAR+ Non-FAR+ Basement Area)
m2 23602.666
10. Green Area (20.00 %) m2 1528.657
11. Road Area & open area including surface parking
m2 3145.098
12. No. of Floors - G+12
13. Levels of Basement No. 3
14. Height of Building m 47.1
15. Rain Water Harvesting Pits No. 2
16. Activities in the complex - Retails, offices cum service apartments
17. Parking Required ECS 178
18. Parking Proposed ECS 214
19. No of Service Apartment No. 150
20. Total Population No. 1639
21. Total Power Requirement KW 1983
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22. No of DG sets KVA 2 x 500 & 1 x 250
Table 2-2 Total area detail
2.4 POPULATION
During Construction phase (already done), During initial construction work, around 30-50 labours
were engaged. Later at various times maximum upto 100 Nos. local labour were engaged.
During Construction phase (future), Approx. 50 Nos. local labour shall be employed for the
construction of the Commercial Complex.
During Operation phase, the total Population of the has been estimated to be 1639. The
population estimation is given in table below-
Type Total Population
Residents of Service Apartments (150x2)
300
Staff 554
Visitors 785
TOTAL 1639
2.5 PROVISION OF AMENITIES
During Construction phase (Already Done):
As per the records available with project, following amenities were provided during construction
phase
• Toilet Facility for workers
• Drinking water
During Construction phase (Future):
Following amenities shall be provided during construction phase
• Toilet Facility for workers
• Drinking water Facility
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• Rest Room Facility
• Kitchen Facility
• Creche Facility
During Operation Phase
As it is a commercial complex the activities involved are Retails, offices cum service apartments.
Provision of toilets & drinking water have been made within the complex.
2.6 WATER SUPPLY SOURCE AND CONSUMPTIONS:
During Construction phase (Already Done):
As per the water procurement bills, water requirement was different at various times. Average 15
KLD of water was required during construction work was met through STP Tanker supply. For 100
labours, 5 KLD of Domestic water was sourced through the tankers. 4 KLD of waste water
generated from the construction site was disposed off to septic tanks which were cleaned every
10 days.
During Construction phase (Future):
Average 5 KLD of Water required during construction work shall be met through STP Tanker
supply. For 50 labours, 3 KLD of Domestic water was sourced through the tankers. Mobile Toilets
shall be provided and 2 KLD of Wastewater shall be generated from Mobile Toilets which shall be
cleaned regularly.
During Operation Phase:
Total water requirement will be estimated to be 106 KLD for the project will be met by HUDA
supply and recycled water. Water in complex will be used for domestic, flushing, gardening, DG
Cooling & Misc. purposes. For total complex water requirement will be 106 KLD and waste water
generation will be 70 KLD which will be treated in STP of 100 KLD. Treated water will be reused
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for flushing, gardening, DG Cooling & miscellaneous purposes. There will be zero discharged
complex. Civil work of STP is completed, only Mechanical, electrification and stabilization are yet
to be done.
2.7 SOLID WASTE MANAGEMENT
During Construction phase (Already Done):
For average 100 labours, total 15 kg/ day of solid waste was generated from labours which was
collected and disposed off at designated MSW dump site by contractor. Used oil whenever
generated from the DG sets of 125 kVA was given to DG set service provider for disposal of used
oil. The C & D wastes generated was kept covered at site was reused to the extent possible and
rest unused Construction and Demolition Waste was handed over to contractor as per the
agreement for final disposal.
During Construction phase (Future):
For 50 labours, approx. 8 Kg/day of Municipal Solid Waste shall be generated from temporary
labours which shall be disposed off as per Municipal Solid Waste Handling norms. Used oil
whenever generated from the DG sets shall be kept in an isolated area and in leak proof container
and shall be sent to approved recycler. C&D waste generated shall be disposed off as per
Construction and Demolition Waste Management and Handling Rules, 2016.
During operation phase
MUNICIPAL SOLID WASTE
After operation of the complex the total solid waste generation will be approximately 336 Kg/day
Out of which approx. 235 Kg/day of Bio-Degradable waste shall be treated in OWC and convert
the waste into manure. The compost shall be used in green area within the project premises &
unused manure will be given to nearby nursery. 84 Kg/day of recyclable Waste & 17 Kg/day of
plastic waste will be given to Authorized Vendor.
HAZARDOUS WASTE
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The only hazardous waste generated within the project will be used oil due to operation of DG
sets during power failure. The used oil shall be stored in leak proof drums and shall be given to
approved recycler as per The Hazardous & other Wastes (Management and Transboundary
Movement) Rules, 2016.
ELECTRONIC WASTE
E-wastes generated shall be given to approved E-waste recycler for proper disposal as per E-waste
management & Handling Rules 2016.
BATTERY WASTE
Battery waste shall be generated from the invertors, UPS, etc. The batteries waste shall be given
to battery recycler as per the Battery waste (management & handling) Rules, 2001.
2.8 POWER SUPPLY SOURCE AND REQUIREMENT & POWER BACK UP:
During Construction phase (Already Done):
As per the electricity bills total Power requirement of the project during construction phase was
125 KVA which will be sourced through DG Set of 125 KVA DG sets.
During Construction phase (Future):
Total Power requirement of the project during construction phase will be 125 KVA which will be
sourced through DG Set of 125 KVA DG sets.
During Operation Phase:
Total Power requirement of the project will be 1983 kW which will be sourced through DHBVN.
Total capacity of 2 x 500 kVA & 1 x 250 kVA DG sets will be installed within the complex.
2.9 AIR POLLUTION
During Construction phase (Already Done):
As per DG procurement bills, DG Set of 125 KVA was installed for power requirement. RMC was
used instead of batching plant. The buildings under construction were covered by Green Cloth.
Water sprinkling was done to reduce the dust generation. Material required for construction was
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stored only within earmarked area and road side storage of construction material and waste was
prohibited.
During Construction phase (Future):
DG Set of 125 KVA with adequate stack height shall be installed. Wind-breaker of appropriate
height i.e. 1/3rd of the building height and maximum up to 10 meters shall be provided. Water
sprinkling system shall be put in place using spraying Nozzles and shall be done every hour by fixed
sprinkling system. Material required for exterior finishing shall be stored only within earmarked
area and road side storage of construction material and waste shall be prohibited.
During Operation Phase:
The major air pollutants released from the project are gases like NOX, SO2 and PM from DG Sets &
vehicular emission. For mitigation of impacts, adequate stack height 6 m above roof level for each
DG set of 2 x 500 kVA & adequate stack height 6 m above roof level for DG set of 1 x 250 kVA shall
be provided as per CPCB norms. The DG sets will be located on the Basement. The DG sets are
yet to installed. For mitigation of impacts of vehicular emission, a green belt & plantation around
the periphery will be provided and entry will only be permitted for the vehicle which will have
Pollution Under Control Certificate.
2.10 NOISE POLLUTION
During Construction phase (Already Done):
As per the procurement bills, DG set of 125 KVA was used in construction which was acoustically
enclosed. Ear Muffs were provided to labor working in high noise areas. All the machineries were
maintained regularly to reduce the noise level.
During Construction phase (Future):
DG sets of capacity 125 KVA shall be installed acoustically enclosed. Noise barriers shall be
installed to reduce traffic noise & vibrations & Green belt shall be developed. To prevent any
occupational hazard, ear muff / ear plug shall be given to the workers working around or operating
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the plant and machinery emitting high noise levels. All the machineries shall be maintained
regularly to reduce the noise level.
During Operation Phase:
DG sets of capacity 2 x 500 kVA & 1 x 250 kVA will be installed for emergency use during power
failure. Proper stack height of D.G set will be maintained which will help in reducing the air
pollution. The DG sets will be installed with acoustic enclosure.
2.11 PARKING MANAGEMENT
During Construction phase (Already Done):
Temporary space was created for loading & unloading of raw material through trucks. Designated
spaces for cars and two-wheelers parking were provided.
During Construction phase (Future):
Adequate space shall be provided for loading & unloading of raw material.
During Operation Phase:
As per the building plan approval total Parking requirement for Commercial Complex will be 178
ECS. Parking provision will be 214 ECS which shall be provided on Surface area, Basement.
2.12 COST OF THE PROJECT
Total cost of the project is Rs. 46.76 crores
2.13 ENVIRONMENTAL LIABILITY OF THE SITE:
The project site during construction & operation phase will have some impact on water resources,
ambient noise and ambient air. The details of which are explained in further chapters along-with
their mitigation measures so as to limit the environmental liability to the least.
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Chapter 3: ENVIRONMENTAL BASE LINE DATA
3.1 INTRODUCTION
EIA report should contain a description of existing environment that would be or might be affected
directly or indirectly by proposed project. Environmental baseline monitoring is a very important
stage of EIA. Environmental baseline monitoring, during the operational phase, helps in judging
the success of mitigation measures in protecting the environment.
Environmental facets that are considered in relation to Commercial Complex “Spaze Boulevard II”
can be categorized into following groups:
a) Ambient air quality
b) Noise quality
c) Water quality
d) Soil quality
e) Topography
f) Land use
g) Biological Environment
h) Socio-economic status
i) Traffic density
The intention of environmental baseline monitoring is not just to describe all baseline conditions
but to focus the collection and description of baseline data on those environmental conditions
that are important and are likely to be affected by the proposed project activities and is included
in impact assessments.
For the present study, all the sampling locations are marked with the help of topographical maps.
The land use/ land cover map has been generated on 1:50,000 scale using Satellite imagery,
topographical maps, Survey of India and ground truth information. The baseline environmental
quality has been assessed for one Month (February 2018). Meteorological data of IMD station at
Palam, Pune has been used for the study. Samples of air, water and soil from the site and nearby
areas has been collected and analysed for the study of existing. Primary and secondary data
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collection has been done by the Ecology and Biodiversity team for the study of flora and fauna in
the core and Buffer Zone.
3.2 METHODOLOGY
The baseline data is generated through field study within the impact zone (Core Zone and Buffer
Zone) for various components of the environment viz. Air, Noise, Water, Land, Ecology and
Socioeconomic. The baseline environmental quality has been assessed one Month (February
2018) in a study area of 10 Km radius distance from the project site. While generating the baseline
status of physical and biological environment of the study area, the concept of impact zone has
been considered. The impact zone selection is based on preliminary screening and modelling
studies. The methodology for measurement of various environmental indices is as follows:
i. Ambient Air Quality: The ambient air quality monitoring was done to assess the
ambient air quality in one season. Monitoring was carried out in the one Month
(February 2018). The guidelines for selections of ambient air monitoring stations given
in IS – 5182 part 14, 2000 were followed.
ii. Water Quality: To assess the water quality of the proposed area, sampling was done
as per the standard practice. Grab and Integrated sampling was done for ground and
surface water. Water samples were taken as per the Standard Methods (IS & APHA,
23rd Edition 2017). Necessary precautions were taken for preservation of samples. The
physical parameters viz. pH, temperature and conductivity were measured at site using
portable water analyser.
iii. Ambient Noise Quality: At each station noise level was monitored for 24-hours
simultaneously. For each measurement, dB (A) readings was taken for every 15
minutes for 24 hrs ones in a season to get Leq values.
iv. Soil Quality: For soil, augur method was used and samples were collected at 15 cm
depth after removing the upper crust.
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v. V. Topography, Land-form and Land Use: The land use/ land cover map has been
generated on 1:50,000 scale using Satellite imagery, topographical maps, Survey of
India and ground truth information.
vi. VI. Biological Environment: Primary and secondary data collection has been done by
the Ecology and Biodiversity team for the study of flora and fauna in the core and
Buffer Zone.
vii. VII. Socio Economic Environment: For demography and socioeconomics, block wise
data has been collected and used for the assessment of impacts.
viii. VIII.
3.3 METEOROLOGY
Meteorological parameters are observed through secondary as well as primary sources. The data
through secondary source helps in deciding the location of air monitoring stations. It also helps in
assessment of impact on air quality on long term basis. The important parameters considered are
temperature, humidity, wind speed & direction and rainfall for both secondary as well as primary
(micro-meteorological parameters measured along with the measurement of air quality) sources.
Climate Conditions (As Indian Meteorology Data, Palam, Delhi)
The meteorological data from Indian Meteorological Station was processed for the nearest IMD
station at Palam which has been utilized for the study. The meteorological data of last Eleven years
(2002-2013) as recorded at Palam are given below.
Temperature:
The maximum temperature of the area was recorded as 47.20 C in May (2013) whereas the
minimum temperature of the area was recorded 0.30 C in January 2006. Data of the maximum and
minimum temperature are given below.
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Table 3-1; Temperature record
Month
Temperature (0C)
Year HMax
(Highest Maximum)
Year LMin
(Lowest Minimum)
Year MMax (Mean
Maximum) Year
MMin (Mean
Minimum)
January 2007 31.0 2006 0.3 2006 21.8 2008 6.9
February 2006 35.7 2004 3.2 2006 29.6 2002 9.6
March 2004 40.1 2003 6.7 2004 33.7 2003 15.1
April 2003 44.1 2013 12 2002 39.5 2005 20.6
May 2013 47.2 2004 16.8 2013 42.8 2008 25
June 2003 47.1 2011 21.4 2009 42.6 2008 26.2
July 2009 43.3 2003 23 2002 40.5 2003 26.3
August 2002 40.2 2013 20.8 2009 36.1 2004 26.2
September 2005 38.8 2002 20.4 2004 35.5 2002 23.5
October 2009 38.8 2004 13.7 2008 34.1 2007 17.7
November 2003 34.6 2003 5.9 2011 29.6 2003 11.8
December 2011 30.4 2013 3.1 2002 24.7 2005 5.9
(Source: IMD Pune, Station- Palam ,2002 - 2013)
Figure 3-1;Highest Maximum Temperature (°C)
31
35.7
40.144.1
47.2 47.143.3
40.2 38.8 38.8
34.6
30.4
0
5
10
15
20
25
30
35
40
45
50
Tem
pe
ratu
re (
°C)
Highest Maximum Temperature (°C)
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Figure 3-2;Lowest Minimum Temperature (°C)
Figure 3-3;Lowest Minimum Temperature (°C)
0.3
3.2
6.7
12
16.8
21.423
20.8 20.4
13.7
5.9
3.1
0
5
10
15
20
25
Tem
pe
ratu
re (
°C)
Lowest Minimum Temperature (°C)
0.3
3.2
6.7
12
16.8
21.423
20.8 20.4
13.7
5.9
3.1
0
5
10
15
20
25
Tem
pe
ratu
re (
°C)
Lowest Minimum Temperature (°C)
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Figure 3-4; Mean Maximum Temperature (°C)
Figure 3-5; Mean Minimum Temperature (°C)
Relative Humidity
The Maximum relative humidity was recorded as 84.5% in January 2003. Minimum relative
humidity was recorded as 25.5 % in April & May 2005. The humidity figures show that area is
semi-arid.
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Table 3-2; Relative Humidity record
Month Humidity (%)
Year Mean Max Year Mean Min January 2003 84.5 2008 60.5
February 2013 79.5 2008 53
March 2013 63 2004 44
April 2013 46 2005 25.5
May 2006 45 2005 25.5
June 2008 70 2009 32.5
July 2013 78 2002 47
August 2013 83 2005 61
September 2003 74.5 2008 64.5
October 2013 69 2007 45.5
November 2011 63 2005 56.5
December 2003 78 2005 63.5
Humidity record (Source: IMD, Station- Palam ,Delhi 2002 - 2013)
Figure 3-6;Maximum Humidity (%)
Figure 3-7;Minimum Humidity(%)
84.579.5
63
46 45
70
7883
74.569
63
78
0
10
20
30
40
50
60
70
80
90
Jan-03 Feb-13 Mar-13 Apr-13 May-06 Jun-08 July-13 Aug-13 Sep-03 Oct-13 Nov-11 Dec-03
Hu
mid
ity
(%)
Maximum Humidity (%)
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Rainfall
The maximum rainfall was recorded in July (upto 495.6 mm) in 2003. From data it is clear that
maximum time of year remain dry, the dry months exceed wet months. July, August & September are
the wettest months and are considered as monsoon season. The Average Annual Rainfall is 657.97
mm. (As per IMD data)
Table 3-3; Rainfall record
Month Rainfall (mm)
Year Max Year Min Average January 2003 39.2 2011 0.2 12.73
February 2013 75.5 2,009 5.8 28.71
March 2007 53 2003 2.1 13.1
April 2,003 28.3 2006 1 9.93
May 2002 150.7 2013 1.1 51.96
June 2013 154.4 2002 13.1 85.45
July 2003 495.6 2002 1.7 161.1
August 2004 218.6 2006 103.2 153
September 2011 320.6 2004 2.9 124.7
October 2004 76.7 2009 2.8 13.52
November 2009 3.4 2006 0.2 0.52
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December 2003 18.7 2007 0.3 3.25
(Source: IMD, Station- Palam ,Delhi 2002 - 2013)
Figure 3-8;Maximum Rainfall (mm)
Figure 3-9;Minimum Rainfall (mm)
Figure 3-10;Average Rainfall (mm)
39.275.5
53 28.3
150.7 154.4
495.6
218.6
320.6
76.7
3.4 18.7
0
100
200
300
400
500
600
Jan 03 Feb 13 Mar 07 Apr 03 May 02 Jun 13 Jul 03 Aug 04 Sep 11 Oct 04 Nov 09 Dec 03
Rai
nfa
ll (m
m)
Maximum Rainfall (mm)
0.25.8
2.1 1 1.1
13.1
1.7
103.2
2.9 2.8 0.2 0.30
20
40
60
80
100
120
Jan 2011 Feb 09 Mar 03 Apr 06 May 13 Jun 02 Jul 02 Aug 06 Sep 04 Oct 09 Nov 06 Dec 07
Rai
nfa
ll (m
m)
Minimum Rainfall (mm)
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Wind Speed:
The maximum wind speed was recorded in July (14.7 Km/hr.) in 2002 and minimum wind speed was
recorded in November (2.3 Km/hr.) in 2002.
Table 3-4; Wind record.
Month Wind speed (km/hr)
Year Max Year Min
January 2011 9 2003 4.2
February 2005 10.2 2006 6.8
March 2004 11.1 2006 8.4
April 2009 12.2 2006 9.5
May 2002 14.5 2011 10.9
June 2007 14.3 2008 7.6
July 2002 14.7 2013 8
August 2005 13.1 2003 6
September 2005 11.8 2003 5.9
October 2008 7.4 2004 4.9
November 2005 6 2002 2.3
December 2004 6.4 2002 2.4
(Source: IMD, Station- Palam ,Delhi 2002 - 2013)
12.73
28.71
13.1 9.93
51.96
85.45
161.1153
124.7
13.52
0.52 3.25
0
20
40
60
80
100
120
140
160
180
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Rai
nfa
ll (m
m)
Average Rainfall (mm)
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Figure 3-9; Maximum Wind Speed (Km/hr)
Figure 3-10; Minimum Wind Speed (Km/hr)
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Table 3-5; Wind direction record
Month Wind Direction
Direction Calm
January NW 24.6%
February W 18.2%
March W 9.0%
April NW 6.3%
May W 5.0%
June W 7.2%
July E 7.4%
August E 12.6%
September NW 14.7%
October NW 28.5%
November W 46.3%
December W 39.7%
(Source: IMD, Station- Palam ,Delhi 2002 - 2013)
The predominant wind direction is towards West. The season wise predominant wind directions
are given below:
Season Wind Direction
Winter West
Summer West
Post Monsoon West
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The Wind Rose Diagram
The annual and seasonal wind rose diagrams are shown below:
Annual Wind-rose: 2002-2013
Annual Wind-rose: 2000-2015
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Winter Wind-rose: 2000-2015
Post Monsoon Wind-rose: 2002-2013
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3.4 MICRO- METREOLOGICAL DATA
A weather station was installed near the site for hourly monitoring of temperature, humidity, wind speed
& wind direction for the month of February 2018 Average data is given below:
Table 3-6; Micrometeorological data, February 2018
Period Temperature(oC) Humidity (%) Wind speed (m/s)
Max Min Mean Max Min Mean Max Min Mean
1st February to 28th February 2018
31.5 10.4 19.7 90.4 17.2 55.67 9.6 0.2 3.22
i) Temperature: Temperature of the area varied from 10.4°C to 31.5°C. The mean temperature was found
to be 19.7°C.
ii) Relative Humidity: Humidity of the area varied from 17.2 % to 90.4 %. The mean Humidity was found
to be 55.67 %
iii) Wind Speed: Wind speed was in the range of 0.2 m/s to 9.6 m/s. The wind speed was close to each
other during the whole study period. The average wind speed was found to be 3.22 m/s.
Wind rose Diagram:
Figure 3-11: Wind rose diagram
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3.5 AMBIENT AIR QUALITY
The ambient air quality monitoring was done to assess the ambient air quality. Monitoring was
carried out at Six stations for the month of February 2018.
The guidelines for selections of ambient air monitoring stations given in IS – 5182 part 14, 2000 were
followed. These guidelines state that, “when the objective of air sampling is to identify the
contribution from specific sources of pollution, the sampling locations should be in upwind and the
downwind of such sources”.
The location of air quality monitoring stations should satisfy the following conditions:
The site should be representative of the area selected;
The station should be set up and operated so as to yield data that can be compared with
those from stations within the network; and,
Certain physical requirements should be satisfied at the site.
Sampling Stations
To select the air sampling locations, meteorological data with respect to temperature, relative
humidity, wind speed and direction plays a vital role. Predominant wind direction plays an
important role in determining location of monitoring stations. The monitoring station located in
area that is Downwind from the source. Location of Air sampling stations is shown below:
Table 3-7; Ambient Air Sampling locations
Station No.
Location Distance & Direction
from project area Project area /
study area Environmental
Sitting
A1 Onsite West direction of site Commercial area Existing Ambient Air quality at core zone A2 Onsite East direction of site Commercial area
A3 Tikri Village 0.23 km SW Residential area
Existing Ambient Air quality at Buffer Zone
A4 South city II 0.23 Km E Residential area
A5 Ghasaula Village 1.95 Km SE Residential area
A6 Begampur Khatola 1.71 Km WSW Residential area
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The predominant wind direction is from West to East. To study the present ambient air scenario
at onsite two locations were selected. Ambient Air Sampling Locations on a Topographical Map
within 10 km radius of project site is shown on the map given ahead —
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Sampling Procedure
Figure 3-12; Ambient air sampling locations on Topographical Map within 10 Km radius
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Time averaged in – situ sampling was adopted by passing a known volume of air through a trap,
and a collecting medium (filter paper and bubbler). Respirable Dust Sampler was used for the
purpose.
This procedure was adopted because there are no short-term variations and low concentration of
gaseous pollutants was expected.
Analytical methods followed for ambient air quality monitoring:
Particulate Matter (PM2.5): (USEPA Quality Assurance Hand Book (Vol.II) Part II, Quality Assurance
Guideline Document,2.12): Particulate Matter (PM2.5) was analysed by Gravimetric Method.
Particulate matter was collected on the 37 mm dia glass micro fiber Filter Paper. PM2.5 value is
determined from the values of volume of air passes through Ambient Fine Dust Sampler.
Particulate Matter (PM10) (IS: 5182 Part 23:2006): Particulate Matter (PM10) was carried out by
Respirable Dust sampler as per IS: 5182(Part 23):2006. Particulate matter was collected on the
GF/A Filter Paper. Particles with aerodynamics diameter less than the cut-point of the inlet are
collected by the filter. The mass of these particles is determined by the difference in filter weight
prior to and after sampling.
Sulphur dioxide (SO2) (IS: 5182; Part – II – 2001): Sulphur dioxide is absorbed by aspirating a
measured air sample through a solution of Potassium or sodium tetrachloromercurate, TCM. This
procedure results in the formation of a dichloro sulphite mercurate complex. The Sulphite Ion
produced during sampling is reacted with sulphamic acid, formaldehyde and pararosaniline to
form an azo dye and then determined colorimetricaly.
Nitrogen Oxides (IS: 5182; Part – VI – 2006): Nitrogen dioxide is collected by `6+-bubbling air
through a sodium hydroxide- sodium arsenite solution to form a stable solution of sodium Nitrite.
The Nitrite Ion Produced during sampling is reacted with hydrogen peroxide, Sulphanilamide and
NEDA to form an azodye and then determined calorimetrically.
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Table 3-3; Ambient air quality results of PM2.5 & PM10
Location Min. Max.
98 Percentil
e Mean Min. Max.
98 Percentil
e Mean
PM2.5 - (Standard – 60 µg/m3) PM10 - (Standard – 100 µg/m3)
A1 49.0 63.1 60.6 56.7 122.0 168.3 153.2 142.3
A2 47.5 61.2 58.9 55.1 118.5 163.4 148.7 138.2
A3 50.9 65.6 63.0 59.0 126.7 174.8 159.1 147.8
A4 52.3 67.4 64.8 60.6 130.3 179.7 163.6 152.0
A5 53.3 68.6 66.0 61.7 132.7 183.0 166.5 154.7
A6 54.2 69.9 67.2 62.8 135.0 186.3 169.5 157.5
Source of Standards: NAAQS, CPCB, Laboratory engaged: M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
Table 3-4; Ambient air quality results of SO2 & NOX
Location Min. Max.
98 Percentil
e Mean Min. Max.
98 Percentil
e Mean
SO2 (Standard – 80 µg/m3) NOx (Standard – 80 µg/m3)
A1 5.6 9.9 7.1 6.9 20.7 28.8 28.1 25.0
A2 5.5 9.6 6.9 6.7 20.1 28.0 27.3 24.3
A3 5.9 10.2 7.4 7.2 21.5 29.9 29.2 26.0
A4 6.0 10.6 7.6 7.4 22.1 30.8 30.0 26.7
A5 6.1 10.7 7.8 7.5 22.5 31.3 30.5 27.2
A6 6.3 10.9 7.9 7.6 23.0 31.9 31.1 27.7
Source of Standards: NAAQS, CPCB, Laboratory engaged: M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
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Air Quality Index
The Table given below shows the Air Quality Index (AQI) range & category:
AQI RANGE AQI CATEGORY AQI RANGE AQI CATEGORY
Good Minimal Impact
Poor
Breathing discomfort to people on prolonged exposure
(0–50) (201–300)
Satisfactory
Minor breathing discomfort to sensitive people
Very Poor
Respiratory illness to the people on prolonged exposure
(51–100) (301–400)
Moderate Breathing discomfort to the people with lung, Severe
Respiratory effects even on healthy people
(101–200) heart disease, children and older adults (>401)
(SOURCE: CPCB, AQI CALCULATOR)
The Air Ambient air quality was assessed and the baseline data was collected for the period of one
month (February 2018). The background concentration was accessed at six different location. The
sub index parameter and AQI has been calculated based on the AQI calculator as given on CPCB
site and is given below.
Location Highest Sub-index Parameter
AQI Value AQI
A1 Onsite PM10 128 Moderate
A2 Onsite PM10 125 Moderate
A3 Tikri Village PM10 131 Moderate
A4 South City II PM10 135 Moderate
A5 Ghasaula Village PM10 136 Moderate
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A6 Begampur Khatola PM10 138 Moderate
(SOURCE: CPCB, AQI CALCULATOR)
Detailed AQI Report is given at Annexure-……
Data Interpretation
The ambient air quality results are summarized in above tables. The Core zone results are
discussed below —
Core zone:
A1: West direction of site, the mean value of SO2(6.9 µg/m3), NOX (25.0 µg/m3) & PM2.5 (56.7)
µg/m3) are within the limits of National ambient air quality standards. However, the mean value
of PM10 (142.3 µg/m3) is higher than the National ambient air quality standards due to vehicular
activity at Approach Road (Sohna Gurgaon Road).
A2: East direction of site, the mean value of SO2(6.7 µg/m3), NOX (24.3 µg/m3) & PM2.5 (55.1
µg/m3) are within the limits of National ambient air quality standards. However, the mean value
of PM10 (138.2 µg/m3) is higher than the National ambient air quality standards due to vehicular
moment at approach road (Sohna Gurgaon Road).
The Buffer zone:
A3: Tikri Village, the mean value of SO2 (7.2 µg/m3), NOX (26.0 µg/m3) & PM2.5 (59.0 µg/m3) are
within the limits of National ambient air quality standards. However, the mean value of PM10 (147.8
µg/m3) is higher than the National ambient air quality standards due to vehicular moment of nearby
SH 248A.
A4: South City II, the mean value of SO2(7.4 µg/m3), NOX (26.7 µg/m3) are within the limits of
National ambient air quality standards. However, the mean value of PM2.5 (60.6 µg/m3) & PM10
(152.0 µg/m3) is higher than the standard limits of National ambient air quality standards due to
vehicular moment at Vikas marg & dust from nearby vicinity.
A5: Ghasaula Village, the mean value of SO2(7.5 µg/m3), & NOX (27.2 µg/m3) are within the limits
of National ambient air quality standards. However, the Mean Value of PM10 (154.7 µg/m3) and
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PM2.5 (61.7 µg/m3) are higher than the limits of National ambient air quality standards due to
Fugitive dust emission by vehicular movement at Southern peripheral Road which later on merges
to the SH-248 A.
A6: Begampur Khatola, the mean value of SO2(7.6 µg/m3), & NOX (27.7 µg/m3) are within the limits
of National ambient air quality standards. However, the Mean Value of PM10 (154.7 µg/m3) and
PM2.5 (62.8 µg/m3) are higher than the limits of National ambient air quality standards due to
Fugitive dust emission by vehicular movement at nearby behrampur road & Delhi Gurgaon Road.
3.6 HYDRO-GEOLOGY & GEOLOGY
Hydrology
The major part of Gurgaon district is underlain by Quaternary alluvium consisting of sand, clay and
silt. The quartzite ridge trending NE-SW is located on the southeast corner, ground water occurs
in fractures, joints and crevices. Sandy layers at various depth form major water bearing horizons
above the crystalline basement. Ground water in the block occurs in unconfined and semi-
confined condition. As per CGWB report, the upper zone of saturation consists of fine sand with
silt varying from place to place. In Udyog vihar and city area (close to north eastern periphery of
buffer zone), the depth of first aquifer varies from 34 to 43 mbgl. However, in industrial area of
Manesar top most aquifer can be encountered at 20 m. The thickness of sandy layer is limited.
The draw-down are generally high indicating absence of highly potential ground water bearing
aquifers. Tube wells in the depth range of 45 to 90 m bgl have been installed by different agencies
in the area. The yield of these tube-wells varies in different areas ranging within 129 to 606 lpm.
The water level ranges between 20 and 30 m in major parts. Deeper water level has been observed
in Gurgaon and northern parts of Sohana area, which is due to Urbanization and industrialization
in these areas. The seasonal fluctuation is between –3.0 m to +4.10 m.
Geology
Major soil type in Gurgaon is loamy sand soil which covers around 84.2 % of total geographical
area. The alluvium in the area comprises silt, sand, gravel, clay and kankar.
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Soils of the area are classified as tropical and brown soils. The soils are medium textured loamy
sand is the average texture. The organic content is 0.2 to 0.40 percent and falls in low category.
Groundwater Development
The water supply to the Gurgaon district is mainly based on ground water through tube-wells.
Entire (100 %) urban population is covered under drinking water supply scheme. The water supply
to the villages is catered through the installation of hand pumps by the village households as spot
and convenient source of water. The shallow tube-wells for irrigation purpose in the district range
from 45 to 70m deep, tapping the aquifer from 31m to 80 m. with a discharge of400 to 1000 lpm.
According to the CGWB report, the stage of ground water development for the Gurgaon block is
308% implying that the buffer zone falls in over-exploited categories.
The details of ground water development in the relevant Gurgaon block is shown in the table given
ahead –
Sl. No.
Blocks Net ground water availability (in ham)
Existing gross ground water draft for all uses (in ham)
Allocation for domestic and industrial requirement supply upto next 25 years (ham)
Net Ground Water Availability for future irrigation developme nt (ham)
Stage of ground water develop ment
1 Gurgaon 7585 23382 17128 -15797 308
The above table clearly depicts that the ground water is under with declining water levels. There
is hardly any scope for further ground water development. Various measures should be taken to
reduce on the dependence on ground water and to enhance the ground water resources.
Water Conservation & Artificial Recharge-
There is an urgent need to take measures to arrest the decline of ground water level. The artificial
recharge to ground water is one of such measures. Whole of the district is suitable for artificial
recharge to ground water. Excess rain water in agricultural field, surplus canal water and rooftop
rain water can be recharged to ground water system. Recharging shafts and injection wells are
the most viable recharging structures suitable for the district.
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3.7 WATER QUALITY
3.7.1 Sampling Stations:
To assess the water quality of the proposed area, following 6 stations were selected. Except core
zone drinking water , 4samples were taken from ground and 1 sample were taken from surface
water. Location of ground water sampling stations is described below and location below —
It is evident that 1 stations were taken in core zone, whereas 6 sampling stations were selected in
buffer zone to assess the existing ground water quality. The location of these stations is given in
Table no. 3.14 & 3.15 below —
Table 3 14; Sampling locations for Ground Water quality
Station No.
Location Distance & Direction from Project area
Environmental Sitting
W1 Onsite (DW) Within the site Existing water quality at Core
zone
W2 Tikri Village 0.39 km SW
Existing ground water quality at Buffer zone
W3 Behrampur 1.71 Km W
W4 Ghausala Village 1.95 Km SE
W5 South City 4.44 Km NE
Table 3 15; Sampling locations for Surface Water quality
Station No.
Location Distance & Direction from Project area
Environmental Sitting
SW6 Nala 5.07 Km SE Existing Surface water quality at Buffer
zone
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Sampling locations for Water quality
W3 W2
W4
W1
W5
SW6
Figure 3-13; Water sampling locations on 10 Km Topographical Map
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3.7.2 Sampling Frequency and Sampling Techniques:
As per the standard practice grab sampling was done for 6 locations. Water samples were taken
as per the Standard Methods (IS & APHA, 22nd Edition 2012). Necessary precautions were taken
for preservation of samples. The physical parameters viz. pH, temperature and conductivity were
measured at site using portable water analyzer.
GROUND WATER QUALITY RESULTS (Onsite):
The results of on-site ground water quality assessment are given ahead —
Sl. No.
Water Quality Parameters
Unit IS: 10500 Drinking Water Standards
W1 Onsite
1 Colour Hazen 5 <1
2 Odour -- Agreeable Agreeable
3 Turbidity NTU 5 <0.5
4 pH Value -- 6.5-8.5 7.4
5 Temperature ºC - 23
6 Conductivity µmho/cm - 1752
7 Total Dissolved Solids mg/l 500 869.3
8 Chloride (as Cl) mg/l 250 213.9
9 Fluoride (as F) mg/l 1 0.86
10 Total Hardness mg/l 200 268
11 Calcium (as Ca) mg/l 75 68.8
12 Magnesium (as Mg) mg/l 30 23.3
13 Sulphate (as SO4) mg/l 200 63.8
14 Nitrate Nitrogen mg/l 45 18.09
15 Alkalinity mg/l 200 400
17 Sodium (as Na) mg/l - 374
18 Potassium (as K) mg/l - 1.61 Iron, Nitrite Nitrozen, Aluminum, Boron, Zinc, Total Chromium (Hexavalent), Manganese, Cadmium, Arsenic, Lead, Copper, Nickel, Phosphate, Mercury & Selenium- are below detection level
Source: Laboratory M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
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It may be seen that excepting W1, Ground water samples are showing high TDS, Chloride, Sodium,
Calcium, Alkalinity and Total Hardness.
GROUND WATER QUALITY RESULTS OF BUFFER ZONE
S. No.
Water Quality Parameters
Unit
IS: 10500 Drinking Water
Standards
W2
W3 W4 W5
1 Colour Hazen 5 <1 <1 <1 <1
2 Odour -- Agg.* Agreeable Agreeable Agreeable Agreeable
3 Turbidity NTU 5 <0.5 <0.5 <0.5 <0.5
4 pH Value -- 6.5-8.5 7.6 7.67 7.9 7.3
5 Temperature 0C - 23.1 23.2 23.8 23.2
6 Conductivity µmhos/cm - 1668 4415 764.2 2182
7 Total Dissolved Solids
mg/l 500 834.5 2123 381.5 1083
8 Chloride (as Cl) mg/l 250 167.9 729.8 38.0 229.9
9 Fluoride (as F) mg/l 1 0.88 1.4 0.75 0.86
10 Total Hardness mg/l 200 256 1380 168 320
11 Calcium (as Ca) mg/l 75 43.2 115.2 32 120
12 Magnesium (as Mg)
mg/l 30 36.0 265.4 21.4 4.9
13 Sulphate (as SO4)
mg/l 200 56.39 275.21 14.81 113.4
14 Nitrate Nitrogen mg/l 45 15.26 16.08 26.7 39.17
15 Alkalinity mg/l 200 404 320 276 580
16 Boron mg/l 0.5 362.5 444.5 135.5 486
17 Sodium (as Na) mg/l - 1.47 3.66 1.76 2.15
18 Potassium (as K) mg/l - <1 <1 <1 <1 Iron, Nitrite Nitrozen, Aluminum, Boron, Zinc, Total Chromium (Hexavalent), Manganese, Cadmium, Arsenic, Lead, Copper, Nickel, Phosphate, Mercury & Selenium- are below detection level Source: Laboratory M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
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Surface Water Quality
As mentioned above, 1 surface water samples in buffer zone were taken for assessment of existing
surface water quality. The results of the analysis of onsite surface water sample are depicted in
the table given ahead —
The surface quality results Part-2 of a surface stream Nala are given ahead —
Table 3 18B; Surface water quality results — Buffer Zone -
S. No.
Parameters Unit SW6 EPA Discharge
standards
1 Colour Hazen <1 < 1
2 Odour
-- Agreeable
Agreeable
3 Turbidity NTU <0.5 < 1
4 pH Value -- 7.9 5.5-9.0
5 Temperature 0C 23.1 Jan-50
6 Conductivity µmhos/cm 1503 -
7 Total Dissolved Solids mg/l 749.1 -
8 Chloride (as Cl) mg/l 140.0 -
9 Fluoride (as F) mg/l 0.51 2
10 Total Hardness mg/l 356 -
11 Calcium (as Ca) mg/l 67.2 -
12 Magnesium (as Mg) mg/l 45.7 -
13 Sulphate (as SO4) mg/l 98.1 -
14 Nitrate Nitrogen mg/l 10.2 10
15 Alkalinity mg/l 440 -
19 Sodium (as Na) mg/l 265.4 -
20 Potassium (as K) mg/l 2.8 -
21 BOD mg/l 105 30
22 COD mg/l 280 250
23 Dissolved Oxygen mg/l 4.5 -
25 Total Suspended Solids mg/l 18.4 100
26 Oil and Grease mg/l - -
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• Objectionable
Total Chromium, Nickel, Manganese, Copper, Mercury, Cadmium, Arsenic, Lead, Selenium, Arsenic, Cadmium& Ammonical nitrozen & Zinc are below detection level
Source: Laboratory M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
3.7.3 Data Interpretation:
A) Ground water quality results interpretation
Ground water quality near site shows that the pH is in range of 7.4 for (W1). Other parameters
like Alkalinity (400 mg/l), Hardness (268 mg/l), T.D.S (869.3 mg/l), chlorides (213.9 mg/l),
Magnesium (23.3 mg/l) & Calcium (68.8) are higher than the limit of IS:10500 standard of drinking
water standards. Other parameters for W1 are within the limit of IS:10500 standards of drinking
water.
Buffer zone is taken as the area within 10 km radius from the proposed project site. Collected
samples are from ground water sources.
In Buffer zone ground water collected shows that the pH ranges from 7.3 – 7.9.
Parameters for W2, TDS (834.5 mg/l), Total Hardness (256 mg/l), Magnesium (36.0 mg/l) &
Alkalinity (404 mg/l) are higher than the drinking water standards.
Parameters for W3, TDS (2123 mg/l), Chlorine (729.8 mg/l), Total Hardness (1380 mg/l), Calcium
(115.2 mg/l), Magnesium (265.4 mg/l) & Alkalinity (320 mg/l) are higher than the drinking water
standards.
Parameters for W4, TDS (381.5 mg/l), Chlorine (38.0 mg/l), Magnesium (21.4 mg/l) & Alkalinity
(276 mg/l) are higher than the drinking water standards.
Parameters for W5, TDS (1083 mg/l), Total Hardness (320 mg/l), Calcium (120 mg/l), & Alkalinity
(580 mg/l) are higher than the drinking water standards.
B) Surface water quality results interpretation
BOD of surface water SW6 (105 mg/l) does not falls under any category of CPCB Surface water
quality criteria and is high.
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3.8 NOISE QUALITY
3.8.1 Noise Measurement Locations:
To assess the noise level of the proposed area, following stations were selected. Location of Noise
sampling stations is described below and location is shown below:
LOCATIONS OF NOISE SAMPLING STATION
Table 3 19; Ambient Noise sampling stations
Station No.
Location Distance &
Direction from project area
Project area/ study area
Environmental Sitting
N1 On Site West Direction Commercial Area Existing Noise quality at core zone N2 On Site East Direction Commercial Area
N3 Tikri village 0.39 km W Residential Area
Existing Noise quality at Buffer zone
N4 South city II 0.62 km SE Residential Area
N5 Behrampur 1.79 km W Agricultural Area
N6 Ghasaula Village 1.95 Km SE Residential Area
N7 Approach road Adjacent to site Commercial Area
N9 SH-13 0.08 km W Commercial Area
Table 3-5; Ambient Noise sampling stations
At onsite two locations were selected one in upwind direction (West direction) and other in
downwind direction (East direction) to study the present ambient noise quality at site.
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LOCATIONS OF AMBIENT NOISE SAMPLING:
Figure 3-8; Noise sampling locations on 10 Km Radius Topographical Map
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Methodology
At each station noise level was monitored for 24-hours simultaneously. For each measurement,
dB (A) readings was taken for every 15 minutes for 24 hrs ones in a season to get Leq values. The
results are presented ahead —
Table 3-6; Ambient Noise quality results
S. No. Locations Project area / study area
Noise Values (Leq in dB(A) Noise Standard (Leq in dB(A)
Day level Night level Day time (6am to 10 pm)
Night time (10 pm to 6 am)
Core zone noise quality
N1 Onsite (West direction)
Commercial area 54.3 49.2 65 55
N2 Onsite (East direction)
Commercial area 53.9 48.8 65 55
Buffer zone noise quality
N3 Tikri Village
Residential Area 52.2 46.7 55 45
N4 South city II
Residential Area 52.0 46.5 55 45
N5 Behrampur
Agricultural area 51.7 46.4 55 45
N6 Ghasaula Village
Residential Area 51.9 46.7 55 45
N7 Approach Road commercial 64.8 58.5 65 55
N8 SH 13 commercial 73.6 64.7 55 45
(Source of Data: CPCB standards for Noise Pollution (Regulation & control) Rules, Laboratory: M/s Perfact Researchers Pvt. Ltd (NABL Accredited)
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3.8.2 Data Interpretation:
Core Zone:
N1 & N2: The ambient noise level during day time at the proposed project site varies from 53.9
dB (A) to 54.3 dB (A) which are within the standard limit of commercial area ~ 65 dB (A). During
night, the noise level at the project site ranges from 48.8 dB (A) to 49.2 dB (A) which is are within
the standard limit of commercial area of 55.0 dB (A).
Buffer Zone:
N3: The noise level at Tikri Village is 52.2 dB (A) during day time which is within the standard limit
of Residential area are ~ 55 dB (A). During night time, the noise level was recorded 46.7 dB (A)
which is slightly above the standard limit of residential area are ~ 45 dB (A). The increased noise
level is due to vehicular movement at nearby SH- 13.
N4: The noise level during day time at South city-II is 52.0 dB (A) which is within the standard limit
of residential area are ~ 55 dB (A). During night, the noise level was recorded 46.5 dB (A) which is
slightly above the standard limit of residential area are ~ 45 dB (A). The increased noise level is
due to vehicular movement at nearby Vikas marg.
N5: The noise level during day time at Behrampur is 51.7 dB (A) which is within the standard limit
of residential area are ~ 55 dB (A). During night time, the noise level was recorded 46.4 dB (A)
which is slightly higher than the standard limit of residential area are ~ 45 dB (A). Though the
Behrampur is an agricultural area but for categorization of area as per Ambient Air Quality
Standards in respect of noise it will fall under residential area. The increased noise level is due to
the vehicular movement at Behrampur road.
N6: The noise level at Ghasaula village during day time is 51.9 dB (A) which is within the standard
limit of Residential area i.e. ~ 55 dB (A). During night time, the noise level was recorded 46.7 dB
(A) which is slightly higher than the standard limit of Residential area i.e. ~ 45 dB (A). The increased
noise level is due to the vehicular movement at Vikas Marg and Golf course extension road.
N7: The noise level at approach road during day time is 64.8 dB (A) which is within the standard
limit of commercial area i.e. ~ 65 dB (A). During night, the noise level was recorded 58.5 dB (A)
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which is higher the standard limit of commercial area are ~ 55 dB (A). The increased noise level is
due to the vehicular movement at nearby SH-13
N8: The noise level at SH-13 during day time is 73.6 dB (A) which is higher than the standard limit
of commercial area i.e. ~ 65 dB (A). During night time, the noise level was recorded 64.7 dB (A)
which is higher the standard limit of commercial area i.e. ~ 55 dB (A). The increased noise level is
due to the vehicular movement at the road.
3.9 SOIL QUALITY
To assess the soil quality and soil profile of the proposed area, 4 different locations were selected.
The locations of Soil sampling stations are described below —
Table 3 21; Sampling locations for soil quality
Station No.
Location Distance & Direction from
Project area Project area / Study area
Environmental Sitting
S1 Onsite - Land put to non- agricultural
uses Existing Soil quality
at core zone
S2 Behrampur Village 2.26 Km, W Partly Non-Agricultural Land Existing Soil quality
at Buffer Zone S3 Ghasaula Village 1.56 Km, SE Partly Non-Agricultural Land
S4 Tikri Village 0.39 Km SW Partly Non-Agricultural Land
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Figure 3-14; Soil sampling locations on Topographical Map-10 Km radius around core zone
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Sampling procedure & Analysis:
Augur method was used and samples were collected at 15 cm depth after removing the upper
crust. Sample from each spot were well mixed with hand on a clean polythene sheet. About 1 kg
of soil was retained after process of quartering. This sample was kept for some time for air-drying
at room temperature, stored in polythene bag with label at the top.
The soil samples were separately analysed for physical and chemical parameters. The physical
parameters included – colour, texture, physical composition, moisture content, conductivity, bulk
density and porosity. The chemical parameters included 15 parameters, the key parameters
included - pH, nitrogen, phosphorus, calcium, magnesium and organic contents. As mentioned
above, in all 13 samples (1 from core zone and 12 from buffer zone) were taken. The analysis report
is being given in 2 parts – Part 1 (Table 3.22A - S1 to S4 Physical Quality; Part 2 (Table 3.23A - S1 to
S4 Chemical Quality)
Physical Quality Results
Soil Quality Results – Part 1- for physical parameters (S1 to s4) are summarized in the table 3.22A below —
S. No
Parameter Onsite Buffer Zone Minimum Detection
Limit
S1 S2 S3 S4
1 Colour Brown (4/3) Brown (4/3) Brown (4/3) Brown (4/6) 1-10
Munshell Chart
2 Texture Silt clay loam Silty clay
loam Silty clay
loam Silt loam -
3 Composition (%) Sand:8.8; Silt:52.3; Clay:38.9
Sand:5.9; Silt:56.2; Clay:37.9
Sand:12.0; Silt:56.7; Clay:31.2
Sand:4.9; Silt:70.1; Clay:25.0
Sand:0-100 %; Silt: 0-100%; Clay 0-100%
4 Moisture Content (%)
1.7 1.6 1.1 1.5 0.1
5 Conductivity (µS/cm)
266.1 330.2 230.8 204.6 1.0
6 Bulk Density (gm/cc)
1.23 1.21 1.29 1.26 -
7 Porosity (%) 29.1 29.7 27.6 28.9 -
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3.9.1 Data Interpretation
Results are summarized in above tables.
Data interpretation of Soil Quality results core & buffer zone - Physical Quality
Texture of soil is Silt Loam & silt clay loam. Soil texture is one of the most important physical
properties of soil that affects its fertility and productivity. The whole soil environment is regulated
by soil texture. Soil texture governs most of the properties of the soil, its permeability, its capacity
to retain water, its degree of aeration, its ability to make the nutrients stored in the clay-humus
complex available to plants, its ability to withstand mechanical working of the top soil, and finally,
its ability to support a permanent plant cover. In present case soil texture clearly indicates that
the soil in core zone contains high percentage of silt which cannot hold water and nutrients and
makes soil less fertile. So, the trees which can grow in these conditions can be planted. There was
no significant difference in the physical quality of core and buffer zone samples.
Chemical Quality Results
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Soil Quality Results – Part 2- for physical parameters (S1 to s4) are summarized in the table 3.23A
below —
Table 3 23A: Soil quality results -Chemical Quality - Part 3
Onsite Buffer Zone
Minimum Detection
Limit
S. No.
Parameter S1 S2 S3 S4
1 pH 8.5 7.6 8.1 8.0 1.0
2 Available Nitrogen (mg/kg) 65.2 110.3 75.3 80.6 5.0
3 Available Phosphorous (mg/kg)
29.6 57.6 66.6 39.0 5.0
4 Available Potassium (mg/kg) 32.0 25.2 45.0 43.4 5.0
5 Calcium (mg/kg) 174.5 204.6 190.5 685.1 5.0
6 Magnesium (mg/kg) 442.0 35.7 28.4 33.7 10.0
7 Organic matter (%) 0.20 0.70 0.60 0.90 0.1
8 Nitrate Nitrogen (mg/kg) 76.3 81.9 61.3 78.6 5.0
9 Chloride (mg/kg) 88.8 177.5 79.9 88.8 5.0
10 Available Sulphur (mg/kg) 0.7 5.9 2.5 0.4 10.0
11 Exchangeable Sodium (mg/kg) 208.3 307.0 240.2 338.2 5.0
12 Cation Exchange Capacity (meq/100gm)
25.7 21.9 17.4 20.6 5.0
13 Bicarbonate(mg/kg) 109.8 195.2 73.2 85.4 2.0
14 Orthophosphate(mg/kg) 2.2 11.1 10.0 1.2 5.0
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Besides presenting the analysis results, attempt was also made to assess the fertility of soil for on-
site sample for the purpose of planning the afforestation/plantation in the core zone. The results
for assessment of soil fertility are depcted in Table No. 3.24 given ahead
Table 3.24 - Fertility of Soil - On-site Sample
Parameters Result mg/kg Low mg/kg Medium mg/kg High mg/kg Remarks
Nitrogen 65.2 <156 157-313 >314 Low
Potassium 32.0 <67 67.1-156 >156 Low
Phosphorus 29.6 <5.5 5.6-13.9 >14.0 High
Source: ICAR, SAU, Laboratory: M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
Data interpretation of Soil quality results core & buffer zone
Core Zone:
The result shows that colour is Brown, pH is 8.5. The availability of many plant nutrients in the soil
changes as a result of reactions in the soil, which are largely controlled by soil pH.
Amount of primary nutrient like Organic matter 0.20 %, the available nitrogen 65.2 mg/kg is lower
in range, available potassium 32.0 mg/kg is lower in range while the available phosphorus 29.6
mg/kg is High in range. Primary nutrient profile shows that soil is low in fertility due to the
availability of low amount of nitrogen and potassium. Nitrogen is the most important fertilizer
element. Plants respond quickly to application of nitrogen. This element encourages above ground
vegetative growth and gives a deep green colour to the leaves & Potassium is the third essential
fertilizer element and it is essential for photosynthesis, for protein synthesis, for starch formation
and for the translocation of sugars. So, the addition of bio fertilizers will enhance the fertility of soil.
Buffer Zone:
The result shows that texture of soil has silt Loam & silty clay loam texture. Colour varies from light
Brown to Dark Brown, pH ranges from 7.6 to 8.1. Amount of primary nutrient like Organic matter
0.60% to 0.90%, the available nitrogen 75.3 mg/kg to 110.3 mg/kg, the available phosphorus is 39.0
mg/kg to 66.6 mg/kg is medium to high in range while available potassium 25.2 mg/kg to 45.0 mg/kg
is lower in range, Primary nutrient profile shows that soil is low in fertility due to the availability of
low amount of nitrogen, available potassium.
Primary nutrient profile shows average fertile soil along the stretch. Nitrogen is the most important
fertilizer element. Plants respond quickly to application of nitrogen. This element encourages above
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ground vegetative growth and gives a deep green color to the leaves & Potassium is the third
essential fertilizer element and it is essential for photosynthesis, for protein synthesis, for starch
formation and for the translocation of sugars. So, the addition of bio fertilizers will enhance the
fertility of soil.
3.10 TOPOGRAPHY
The area is by and large flat topography, excepting mild ruggedness on the southern part of buffer
zone. This area is marked by NE-SW trending ridges and corresponding valleys. The highest point in
this undulating land is about 325 mRL on the southern part of the buffer. The buffer zone depicts a
general slope towards north-west. The lowest point of buffer zone is 212 mRL situated close to
periphery in the north-west. The proposed site or core zone is situated on a land having max RL
around 230 m and minimum Rl around 229 m.
Drainage Pattern-
The drainage of the district is typical of the arid and semi-arid areas. It comprises of large
depressions and streams. The important depressions in the level of the district in this region are
Khalipur, Chandaini, Sangel-Ujina, Kotla Dahar Jheels and Najafgarh lake. Sahibi and Indrani are two
important seasonal streams of the district.
3.11 LANDUSE
The land use/ land cover map has been generated on 1:50,000 scale using digital classification of
imagery. Based on the methodology developed for the present land use/ land cover, categories
have been grouped under the following major land use/land cover categories. The data analysis
process involves examining the data using various image processing techniques by a digital
computer. Its application in the field of environmental management is of great prominence.
METHODOLOGY
The methodology applied comes under following steps:
Image Extraction:
Satellite imageries for the Area of Interest were created through Image processing software.
Geo-Rectification:
Geometric correction includes correction for geometric distortions due to sensor, earth geometry
variations and conversion of the data to real world coordinates (e.g. Latitude and Longitude) on the
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Earth’s surface. The satellite imagery was geometrically rectified with reference to the geo-
referenced toposheets and vector data.
Image Enhancement:
Image enhancement is one of the important image processing functions primarily done to improve
the appearance of the imagery to assist in visual interpretation and analysis. Various options of
image enhancement techniques were tried out to get the best image for visual interpretation.
Histogram equalized stretch enhancement techniques was applied to the imagery of the study area
for better interpretation of different features in the satellite imagery.
INTERPRETATION OF SATELLITE IMAGE
Visual interpretation technique has been used for digitization of geographical feature for different
land use and vegetation cover classes based on spatial pattern of geographic feature. Spectral
signature represents various land use class. Image interpretation keys are developed based on
image characteristics like color, tone, size, shape, texture, pattern, shadow, association etc, which
enables interpretation of satellite images for ground feature. Statics of geographic feature has been
developing for impact assessment due to project activity.
RESULTS AND CONCLUSIONS:
The land use/ land cover map has been generated on 1:50,000 scale using digital classification of
Imagery. Based on the methodology developed for the present land use/ land cover, categories
have been grouped under the following major land use/land cover categories.
Major land use/land cover categories of study area (10 Km Radius Buffer zone)
Table 3.25; Major land use/land cover categories of study area (10 Km Radius/Buffer zone)
S No.
Category Area in sq Km Proportion
1 Agriculture Land 16.03 38.53
2 Built-up, Rural 6.92 2.04
3 Built-up, Urban 252.28 44.60
4 Forest, Deciduous 40.21 4.59
5 Scrub Land 11.1 10.02
6 Water Bodies, Pond/Reservoir 0.72 0.23
Total
314.16 100.0%
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• Built up Land: Based on analysis of imagery, topographical maps and ground truth the total
Built up area is about 14650.20 hectares which is 46.63 percent of the total study area.
• Agriculture Land: Based on analyzed imagery, topographical maps and ground truth.
Agriculture land its area extent have been extracted and its area is about 12105.49
hectares which is 38.53 percent of the total 10 km radius study area.
• Forest: Forest occupies around 1441.90 ha which is 4.59% of the study area
• Barren Land: Barren land comprises rocky and scrub land are covering 3146.40 hectares and
covering about 10.02 percent of the study area.
• Water Bodies: Based on satellite data and ground truth, the total area covered by the river and water bodies is 71.51 hectares which is 0.23 % of the total study area.
Land use Map of 10 Km Buffer Zone
38.53%
2.04%
44.60%
4.59% 10.02%
0.23%
Land Use Breakup for Commercial Complex "Spaze Boulevard II" at sector- 47, Gurgaon, Haryana by M/s
Spaze Towers Pvt. Ltd.
Agriculture Land
Builtup, Rural
Builtup, Urban
Forest, Deciduos
Scrub Land
Water Bodies, Pond/Reservoir
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3.12 FLORA AND FAUNA
Introduction on Ecology and Biodiversity:
A natural ecosystem is a complete community of living organisms and non-living constituents in a
given area and their interactions. An ecosystem has self-sustaining ability and controls the number
of organisms at any level by cybernetic rules. The basic purpose to explore the biological
environment under Environmental Impact Assessment (EIA) is to assess the potential ecological
impacts of the proposed project upon ecology and develop adequate mitigation measures to keep
ecological impacts within acceptable limits. An ecological survey of the study area was conducted,
particularly with reference to listing of species and assessment of the existing baseline ecological
conditions in the study area. The main objective of the ecological survey is aimed at assessing the
existing flora and fauna components in the study area. Data has been collected through extensive
survey of the area with reference to flora and fauna.
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With the change in environmental conditions, the vegetation cover as well as animals reflects
several changes in its structure, density and composition. The present study was carried out
separately for floral and faunal community of core and buffer zone respectively.
Need to study:
The present study was undertaken with the following objectives:
• To assess the nature and distribution of vegetation in and around the project site (within 10
km. radii)
• To assess the animal life spectra (within 10 km radii)
To achieve the above objectives a study area was undertaken. The different methods adopted were
as follows:
• Compilation of secondary data with respect to the study area from published literature and
various government agencies;
• Generation of primary data by undertaking systematic ecological studies in the area.
Selection of Sampling Location for the study of Flora and Fauna:
Core Zone: Core zone is the area where project is constructed. The proposed project is a Commercial
Complex “Spaze Boulevard II” at Village Tikri, Sector 47, Gurgaon, Haryana. All the flora and fauna
of core zone has been recorded during the survey.
Buffer Zone: The zone falling with in 10Km radius around the project area. For sampling purpose,
buffer zone is further divided in 2 Km and 5 Km. Patches of flora is studied in 3 locations within 2
km, 3 locations within 5 Km. Location of flora is given below. Fauna is recorded randomly.
Table for location
Sr. No. Name of Location Distance Direction
E1 Nearby area 0.15 Km NNE
E2 Uppal south end block 0.90 Km S
E3 Nirvana 1.42 Km ENE
E4 Infocity Park 2.01 Km NW
E5 Begumpur Khatola 2.30 km W
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Sample location Map
Introduction of the project highlighting the Environmental sensitivity:
The proposed project is a Commercial Complex “Spaze Boulevard II” at Village Tikri, Sector 47,
Gurgaon, Haryana. No Forest falling within the Buffer Zone. Water Bodies within the Buffer Zone are
Najafgarh Drain (13.71 Km, NW), Ghata or Badshapur Nadi (0.69 Km, W), Li Nala (3.90 Km, SE),
Kaunsat Nala (8.83 Km, SEE), Bhawaro Nala (7.34 Km, SE), Drain (4.47 Km, NE). This area not come
under any eco-sensitivity zone.
Methodology for the study of Flora and Fauna:
Methodology for Study of Flora:
Different species were observed at different timing during the day
Bird: Birds were watched during dawn.
E6 Near Chaudhary Tau devilal Stadium 2.7 Km NNW
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Nocturnal and Burrowing animals: After Sunset.
Animals: Morning & Evening
Collection of Secondary Data
Secondary data is collected by the Forest Department, Working Plan of the Area other relevant
records such as plantation journals and records of wild life / forest offence cases.
Description of Core Zone with flora and Fauna Details:
Core Zone: In the Core Zone, place where construction was to be done was agricultural land with
patches of few grasses and weeds species like, Cynodon dactylon, Lantana camara, Calotropis
gigantea etc. The land was agricultural and converted to commercial use by Town & Country
planning. No tree cutting was involved as the land was vacant. The construction has already been
started at the Site. The plantation is yet to be done.
Google Earth Image showing location of the Site having no trees (Image of Year March 2012)
Buffer Zone: In the Buffer Zone varieties trees, shrubs, herbs, Ornamental plants, weed and grasses
such as Callistemon lanceolatus, Azadirachta indica, Cynodon dactylon, Bougainvillea glabra etc are
there. List of Trees, Shrubs, Herbs Ornamental spices are given below.
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Buffer Zone species
Trees
S.No Botanical Name Common Name
1 Acacia arabica Babool
2 Acacia catechu Khair
3 Aegle marmelos Bael
4 Alstonia scholaris Chitwan
5 Azadirachta indica Neem
6 Bauhinia purpurea Kachnar
7 Bombax ceiba Green semal
8 Butea Monosperma Flame of the forest
9 Butia capitata Butia Palm
10 Callistemon lanceolatus Bottle brush
11 Cassia fistula Amaltas
12 Dalbergia sissoo Shisham
13 Delonix Regia Gulmohr
14 Diospyros melanoxylon Tendu
15 Eucalyptus globulus Safeda
16 Eugenia jambolana Jamun
17 Ficus benghalensis Banyan
18 Ficus glomerata Gular
19 Ficus infectoria Pakad
20 Ficus religiosa Peepal
21 Kigelia pinnata Balamkhir
22 Mangifera indica Aam
23 Millettia pinnata Kanji
24 Mimusops elengi Mahua
25 Moringa pterygosperma Drumstick
26 Polyalthia longifolia Pseudo Ashok
28 Prosopis juliflora Vilayti Babool
29 Psidium guajava Amrud
30 Pterospermum acerifolium Kanak champa
31 Tectona grandis Sagwan
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32 Terminalia arjuna Arjun
33 Zizyphus jujube Ber
Shrubs/ Herbs/ Ornamental Plants
S.No Botanical Name Common name
1 Bellis perennis Guldavri
2 Borassus Flabellifer wine Palm
3 Bougainvillea glabra Bougainvillea
4 Butia capitata Butia Palm
5 Caesalpinia pulcherrima Peacock flower
6 Calotropis gigantea Safed aak
7 Canna indica Indian shot
8 Cassia biflora Cassia
9 Cestrum nocturnum Raatrani
10 Combretum indicum Rangoon creeper
11 Cycas revoluta Sago palm
12 Cynodon dactylon Doob Grass
13 Dahlia hortensis Dahlia
14 Datura stramonium Dhatura
15 Euphorbia pulcherrima Poinsettia
16 Gardenia jasminoides Cape jasmine
17 Hamelia patens Firebush
18 Hibiscus rosa-sinensis Gudhal
19 Hippeastrum reginae Amaryllis
20 Nerium indicum Kaner
21 Ocimum basilicum Basil
22 Phoenix Palm Date palm
23 Plumeria rubra Frangipani
24 Roystonea regia Royal Palm
25 Salvia splendens Scarlet sage
26 Thevetia peruviana Kaner
27 Thuja occidentalis Arborvitae
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Faunal Community:
Core Zone: In the Core Zone, the construction has already been started at the Site. During study, it
was found that the faunal diversity in the core site was limited to Butterflies, insects, animals like
rats, monkey, dog, cat etc. and common lizards. List of the fauna observed and reported during field
visit is listed below.
Fauna of Core zone:
TYPE COMMON NAME SCIENTIFIC NAME SCHEDULE
Reptiles:
1 Common Indian garden lizard Calotes versicolor IV
2 House lizards Hemidactylus flaviviridis -
Mammals:
3 Five striped palm squirrels Funambulus pennanti IV
4 Rhesus Macaque Macaca mulatta II
5 Cat Felis catus -
6 Dog Cuon alpinus -
Aves:
7 Crow Corvus splendens V
8 Pigeon Columba livia IV
9 Red vented Bulbul Pycnonotus cafer IV
10 Black Kite Milvus migrans IV
11 Asian Koel Eudynamys scolopaceus IV
12 Maina Acridotheres tristis IV
Insects:
13 Butterflies Rhopalocera sp -
14 Wasps Vespa orientalis -
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15 Dragonfly Agrian sp -
16 Honey Bee Apis indica -
17 House fly Musca domestica -
(Source: Field survey done by Ecology & Biodiversity team)
Fauna of Buffer zone:
TYPE COMMON NAME SCIENTIFIC NAME SCHEDULE
Amphibian:
1 Common Toad Bufo bufo IV
2 Frog Rana tigrina IV
Reptiles:
3 Common Indian garden lizard Calotes versicolor IV
4 House lizards Hemidactylus flaviviridis -
5 Krait Bungarus caeruleus IV
6 Chameleon Chamaeleo calyptratus -
7 Indian Cobra Naja naja II
Mammals:
8 Five striped palm squirrel Funambulus pennanti IV
9 Rhesus Macaque Macaca mulatta II
10 Cat Felis catus -
11 Dog Cuon alpinus -
12 Cow Bos taurus -
13 Common Mongoose Herpestes edwardsii II
Aves:
14 Baya Ploceus philippinus IV
15 Crow Corvus splendens V
16 Parrot Psittacula krameri IV
17 Pigeon Columba livia IV
18 Koel Eudynamys scolopaceus IV
19 Peafowl Pavo cristatus I
20 Bulbul Pycnonotus cafer IV
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21 Maina Acridotheres tristis IV
22 Wood pecker Dendrocopus cathpharius IV
23 Black Kite Milvus migrans IV
Insects
24 Common Castor Ariadne merione -
25 Wasps Vespa orientalis -
26 Dragonfly Agrian sp -
27 Honey Bee Apis indica -
28 House fly Musca domestica -
Cropping Pattern: The main crops grown in nearby areas are bajra, wheat, guar, mustard and paddy.
In terms of productivity, Wheat is the predominant crop in Gurgaon, Haryana. Beside these crops
fruits like mango, Jamun etc., and vegetables also cultivated.
ENDANGERED SPECIES
There is only one schedule I Species found in buffer zone namely Pavo cristatus (Indian Peafowl).
Three schedules II species were also reported in the buffer zone namely Herpestes edwardsii
(Common Mongoose), Naja naja (Indian Cobra) and Macaca mullatta (Rhesus macaque).
3.13 SOCIO-ECONOMIC SCENARIO
Objective of Study
The objective of the socio-economic survey is to study the impact of construction/expansion of
commercial complex “Spaze Boulevard II” on the inhabitants of nearby areas.
Approach & Methodology adopted for conducting Socio Economic Study
Study has been conducted based on the details collected through secondary sources (mainly census
2011) and through primary data collected from the site visits. The socio-economic profile has been
compiled from census data, 2011, while primary verification has been carried out by using sample
survey.
For secondary data, as the study area is large so the study has been carried out at district/ tehsil
level representing the whole study area for detailed socio-economic analysis. The analysis was done
using data from census of India, 2011 as secondary source and using physical site survey as primary
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data. For field survey, 4 villages were selected for conducting the survey from nearby areas of the
site.
Concept & Definitions
a. Study Area: The study area, also known as impact area has been defined as the sum total of
core area and buffer area with a distance of 10 Kilometres from the periphery of the core
area. The study area includes all the land marks both natural and manmade, falling therein.
b. QoL: The Quality of Life (QoL) refers to degree to which a person enjoys the important
possibilities of his/her life. The ‘Possibilities’ result from the opportunities and limitations,
each person has in his/her life and reflect the interaction of personal and environmental
factors. Enjoyment has two components: the experience of satisfaction and the possession
or achievement of some characteristic.
c. Household: A group of persons who normally live together and take their meals from a
common kitchen are called a household. Persons living in a household may be related or
unrelated or a mix of both. However, if a group of related or unrelated persons live in a
house but do not take their meals from the common kitchen, then they are not part of a
common household. Each such person is treated as a separate household. There may be one
member households, two member households or multi-member households.
d. Sex Ratio: Sex ratio is the ratio of females to males in a given population. It is expressed as
'number of females per 1000 males'.
e. Literates: All persons aged 7 years and above who can both read and write with
understanding in any language are taken as literate. It is not necessary for a person to have
received any formal education or passed any minimum educational standard for being
treated as literate. People who are blind but can read in Braille are also treated as literates.
f. Literacy Rate: Literacy rate of population is defined as the percentage of literates to the total
population aged 7 years and above.
g. Labour Force: The labour force is the number of people employed and unemployed in a
geographical entity. The size of the labour force is the sum total of persons employed and
unemployed. An unemployed person is defined as a person not employed but actively
seeking work. Normally, the labour force of a country consists of everyone of working age
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(around 14 to 16 years) and below retirement (around 65 years) that are participating
workers, that is people actively employed or seeking employment. People not counted
under labour force are students, retired persons, stay-at home people, people in prisons,
permanently disabled persons and discouraged workers.
h. Work: Work is defined as participation in any economically productive activity with or
without compensation, wages or profit. Such participation may be physical and/or mental
in nature. Work involves not only actual work but also includes effective supervision and
direction of work. The work may be part time, full time, or unpaid work in a farm, family
enterprise or in any other economic activity.
i. Worker: All persons engaged in 'work' are defined as workers. Persons who are engaged in
cultivation or milk production even solely for domestic consumption are also treated as
workers.
j. Main Workers: Those workers who had worked for the major part of the reference period
(i.e. 6 months or more in the case of a year) are termed as Main Workers.
k. Marginal Workers: Those workers who did not work for the major part of the reference
period (i.e. less than 6 months) are termed as Marginal Workers
l. Work participation rate: The work participation rate is the ratio between the labour force
and the overall size of their cohort (national population of the same age range). In the
present study the work participation rate is defined as the percentage of total workers (main
and marginal) to total population.
Study Area
The study area means villages in 10 km radius of the proposed project. Topographical map and
Google earth maps were used to identify the villages/ wards in 10 km radius.
As a matter of fact, maximum surrounding area is part of rural inhabitation. A total of 33 villages
and six urban area in Gurgaon district falls within the study area. The total population of the study
area is 1012929 constituting 231026 households. The sex ratio of the study area as per census 2011
records at 848, whereas the sex ratio of the districts Gurgaon involved is 854.
List of villages In Study Area
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As mentioned above that there are 33 villages and 6 urban areas in Gurgaon district are falling within
study area as given ahead —
District – Gurgaon, Haryana
SL.No. Name of village SL.No. Name of village SL.No. Name of village
Rural Areas/villages Falling within Study Area
1 Daultabad(28) 13 Nurpur Jharsa(165) 25 Shikohpur(160)
2 Rampur(45) 14 Palra(164) 26 Gual Pahari(77) Part
3 Ghasula(88) Part 15 Dhumaspur(86) 27 Balola(78)
4 Tikampur(54) 16 Medawas(85) 28 Bandhwari(79)
5 Kharki Majra Dhankot(52) 17 Nawada Fatehpur(112) 29 Ulhawas(83) Part
6 Dhankot(49) Part 18 Badha(113) 30 Kadarpur(84)
7 Gopalpur(47) Part 19 Sikanderpur Badha(109) 31 Rethoj(169)
8 Harsaru(107) Part 20 Lakhnola(110) 32 Sahjawas(170)
9 Hayatpur(114) 21 Navrangpur(157) 33 Nangli Umarpur(82) Part
10 Gairatpurbas(158) 22 Sakatpur(159)
11 Tikli(167) 23 Hassanpur(163)
12 Aklimpur(166) 24 Darbaripur(162)
Urban Areas Falling within Study Area
1 Gurgaon (M Corp. + OG) 3 Ghata (OG) 5 Badshahpur (87) (CT)
2. Daultabad (OG) 4 Naya Behram Pur (OG) 6 Bhondsi (168) (CT)
Demographic Profile of Study Area
A study was undertaken with respect to demography, occupational pattern, literacy rate and other
important socio-economic indicators of these villages to reveal the socio-economic structure of the
entire project area. The summary is given below:
A. Rural Areas
Population
The total rural population of the study area falling in Gurgaon district is 83857 constituting 15086
households. The sex ratio of the study area as per census 2011 records is 884, whereas the sex ratio
of the districts involved is 854.
Social Structure
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The proportion of Scheduled Caste (SC) rural population within the study area is 18.9% whereas this
proportion in the districts involved in 13.1%. The proportion of Scheduled tribe (ST) population
within the study area as well as in the districts is Nil.
Literacy
The total proportion of rural literate within the study area is 81.1% of total population. The
proportion of Male literates and female literates within the study area is 90.2% and 71.3%
respectively.
Detailed Rural profile of study area is given below (source: Census of India, 2011)
It may be seen be seen from the above table that total rural population of the villages of district
Gurgaon falling in the study area is 83857, varying between 4 in Tikampur to 6640 in Tikli. Sex ratio
No. of HHs Total Popul ation Sex Ratio SC% ST% Overall Literacy % Male Literacy % Female Literacy %
1 Daultabad 237 1288 954 33.6 0.0 0.8 0.9 0.7
2 Rampur 521 2692 908 12.9 0.0 0.8 0.9 0.7
3 Ghasula 89 361 510 0.0 0.0 0.8 0.8 0.7
4 Tikampur 1 4 0 0.0 0.0 0.8 0.8 0.8
5 Kharki Majra Dhankot 380 2023 887 0.1 0.0 0.8 0.9 0.7
6 Dhankot 924 5585 849 0.4 0.0 0.8 0.9 0.8
7 Gopalpur 32 170 977 0.0 0.0 0.9 0.9 0.9
8 Harsaru 598 3140 821 0.2 0.0 0.8 0.9 0.8
9 Hayatpur 652 3372 891 0.1 0.0 0.8 0.9 0.8
10 Gairatpurbas 352 2044 954 0.3 0.0 0.7 0.8 0.6
11 Tikli 1223 6640 906 0.2 0.0 0.8 0.9 0.7
12 Aklimpur 314 1607 888 0.2 0.0 0.9 1.0 0.8
13 Nurpur Jharsa 227 1133 904 0.1 0.0 0.9 0.9 0.8
14 Palra 511 2786 925 0.2 0.0 0.8 0.9 0.7
15 Dhumaspur 124 664 881 0.1 0.0 0.8 0.9 0.7
16 Medawas 163 1038 933 0.1 0.0 0.8 0.9 0.7
17 Nawada Fatehpur 873 3775 817 0.1 0.0 0.8 0.9 0.7
18 Badha 368 2200 863 0.3 0.0 0.8 0.9 0.7
19 Sikanderpur Badha 582 3038 900 0.1 0.0 0.8 0.9 0.7
20 Lakhnola 716 3760 906 0.2 0.0 0.8 0.9 0.7
21 Navrangpur 499 2504 916 0.4 0.0 0.8 0.9 0.6
22 Sakatpur 295 1657 883 0.2 0.0 0.7 0.9 0.6
23 Hassanpur 230 1387 943 0.2 0.0 0.8 0.9 0.7
24 Darbaripur 231 1438 933 0.0 0.0 0.8 1.0 0.7
25 Shikohpur 1205 6293 917 0.1 0.0 0.8 0.9 0.7
26 Gual Pahari 369 2257 913 0.1 0.0 0.8 0.9 0.7
27 Balola 165 1121 862 0.0 0.0 0.8 0.9 0.7
28 Bandhwari 634 4104 852 0.2 0.0 0.8 0.8 0.7
29 Ulhawas 329 2284 854 0.1 0.0 0.8 0.9 0.7
30 Kadarpur 1019 6372 886 0.2 0.0 0.7 0.8 0.6
31 Rethoj 792 4852 855 0.0 0.0 0.8 0.9 0.7
32 Sahjawas 414 2162 861 0.1 0.0 0.8 0.9 0.7
33 Nangli Umarpur 17 106 860 0.0 0.0 0.8 0.9 0.7
15086 83857 882 2 0 1 1 1
Sl. No. NameDemographic Features of the study area based on Census data 2011
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was found to be varying from Nil in Tikampur to as good as 977 in Gopalpur. The proportion of SC%
was observed to be varying between nil in Ghasula, Gopalpur, Balola and Nangli Umarpur to 40.1%
in Navrangpur. The proportion of ST% was observed nil. The overall literacy rates were found to be
varying from 69.3% in Gairatpurbas to 91.0% in Gopalpur. Female literacy rates of Tikampur(0%) &
Sakatpur (56.4%) were observed to be minimum across all 34 villages of study area.
B. Urban Areas, District Gurgaon
Population
The total urban population of the study area falling in Gurdaon district is 929072 constituting
215940 households. The sex ratio of the study area as per census 2011 records is 845, whereas the
sex ratio of the districts involved is 854.
Social Structure
The proportion of Scheduled Caste (SC) urban population within the study area is 8.8% whereas this
proportion in the districts involved in 13.1%. The proportion of Scheduled tribe (ST) population
within the study area as well as in the districts is Nil.
Literacy
The total proportion of rural literate within the study area is 87.3% of total population. The
proportion of Male literates and female literates within the study area is 90.9% and 83.1%
respectively.
Detailed Urban profile of study area is given below (source: Census of India, 2011)
It may be seen be seen from the above table that total urban population of the of district Gurgaon
falling in the study area is 929072, varying between 1509 in Naya Behram Pur (OG) to 886519 in
No. of HHs Total Popul ation Sex Ratio SC% ST% Overall Literacy % Male Literacy % Female Literacy %
1 Gurgaon (M Corp. + OG) 208229 886519 847 0.1 0.0 0.9 0.9 0.8
2 Daultabad (OG) WARD NO.-0034 (Rural MDDS CODE:645584)1054 5913 899 0.2 0.0 0.9 0.9 0.8
3 Ghata (OG) WARD NO.-0035 (Rural MDDS CODE:645585)349 2128 914 0.1 0.0 0.8 0.9 0.7
4 Naya Behram Pur (OG) WARD NO.-0036 (Rural MDDS CODE:645586)229 1509 922 0.0 0.0 0.8 0.9 0.7
5 Badshahpur (87) (CT) 2980 15593 900 0.2 0.0 0.8 0.9 0.7
6 Bhondsi (168) (CT) 3099 17410 699 0.1 0.0 0.9 0.9 0.8
215940 929072 864 0.1 0.0 1 1 1
Sl. No. NameDemographic Features of the study area based on Census data 2011
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Gurgaon (M Corp. + OG). Sex ratio was found to be varying from 847 in Gurgaon (M Corp. + OG) to
922 in Naya Behram Pur (OG). The proportion of SC% was observed to be varying between Nil in Naya
Behram Pur (OG) to 18.4% in Badshahpur (CT). The proportion of ST% was observed Nil in the district. The overall
literacy rates were found to be varying from 80.7% in Naya Behram Pur (OG) to 87.7% in Bhondsi
(CT). Female literacy rates of Ghata (OG) (72.1%) were observed to be minimum across all 6 urban
areas falling within the study area.
Work Profile of Study Area
Rural Areas
The work profile of the villages of Gurgaon district falling within study area is depicted in the table
given below —
Sl. No. NameTotal
Population
Total
Worker
(%)
Total Male
Worker
(%)
Total
Female
Worker
(%)
Total Main
Worker
(%)
Total
Marginal
Worker
(%)
1 Daultabad 1288 0.3 0.9 0.1 0.8 0.2
2 Rampur 2692 0.3 0.9 0.1 0.8 0.2
3 Ghasula 361 0.5 0.9 0.1 1.0 0.0
4 Tikampur 4 1.0 1.0 0.0 1.0 0.0
5 Kharki Majra Dhankot 2023 0.3 0.9 0.1 0.8 0.2
6 Dhankot 5585 0.3 0.9 0.1 0.9 0.1
7 Gopalpur 170 0.3 0.9 0.1 1.0 0.0
8 Harsaru 3140 0.3 0.9 0.1 0.9 0.1
9 Hayatpur 3372 0.3 0.8 0.2 1.0 0.0
10 Gairatpurbas 2044 0.4 0.7 0.3 0.7 0.3
11 Tikli 6640 0.4 0.7 0.3 0.8 0.2
12 Aklimpur 1607 0.3 0.8 0.2 0.9 0.1
13 Nurpur Jharsa 1133 0.4 0.7 0.3 0.9 0.1
14 Palra 2786 0.3 0.8 0.2 0.9 0.1
15 Dhumaspur 664 0.3 0.9 0.1 1.0 0.0
16 Medawas 1038 0.3 0.8 0.2 0.9 0.1
17 Nawada Fatehpur 3775 0.4 0.8 0.2 1.0 0.0
18 Badha 2200 0.4 0.7 0.3 0.6 0.4
19 Sikanderpur Badha 3038 0.3 0.8 0.2 0.8 0.3
20 Lakhnola 3760 0.3 0.9 0.1 1.0 0.0
21 Navrangpur 2504 0.3 0.9 0.1 0.8 0.2
22 Sakatpur 1657 0.2 1.0 0.0 1.0 0.0
23 Hassanpur 1387 0.2 0.9 0.1 1.0 0.0
24 Darbaripur 1438 0.3 0.8 0.2 0.9 0.1
25 Shikohpur 6293 0.3 0.8 0.2 0.9 0.1
26 Gual Pahari 2257 0.3 0.8 0.2 0.7 0.3
27 Balola 1121 0.2 1.0 0.0 1.0 0.0
28 Bandhwari 4104 0.3 0.9 0.1 0.8 0.2
29 Ulhawas 2284 0.3 0.8 0.2 0.9 0.2
30 Kadarpur 6372 0.5 0.5 0.5 0.5 0.5
31 Rethoj 4852 0.3 1.0 0.0 0.9 0.1
32 Sahjawas 2162 0.2 1.0 0.0 1.0 0.0
33 Nangli Umarpur 106 0.2 0.9 0.1 0.8 0.2
83857 0.3 0.8 0.2 0.8 0.2
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It may be observed from the table above that the proportion of the total workers is 31.4% of the
total population of the study area. The proportion was found to be varying from 21.3% in Balolato
69.8% in Tikampur. The work force was mainly constituted by males to the tune of 79.5%. It was
also observed an overwhelming majority 82.2% of the workers were main worker.
Urban Areas
The work profile of the villages of Gurgaon district falling within study area is depicted in the table
given below —
It may be observed from the table above that the proportion of the total workers is 37.6% of the
total population of the study area. The proportion was found to be varying from 24.7% in Daultabad
(OG) to 38.1% in Gurgaon (M Corp.+OG). The work force was mainly constituted by males to the
tune of 79.7%. It was also observed an overwhelming majority 94.6% of the workers were main
worker.
PRIMARY DATA COLLECTION
The primary survey for nearby 4 villages has been conducted. These villages are the main villages which will have
positive and negative impact due to the operation of this project.
The process of collecting data using primary survey data is as follows:
(i) Identify the villages to be surveyed.
(ii) Select one village.
(iii) Check the number of PAF in the village due to project.
(iv) PAF to be surveyed individually.
(v) Indirect affected villages to be surveyed using focus group discussion method having 15-20 persons
in a group.
Sl. No. NameTotal
Population
Total
Worker
(%)
Total Male
Worker
(%)
Total
Female
Worker
(%)
Total Main
Worker
(%)
Total
Marginal
Worker
(%)
1 Gurgaon (M Corp. + OG) 886519 0.4 0.8 0.2 0.9 0.1
2 Daultabad (OG) 5913 0.2 1.0 0.0 1.0 0.0
3 Ghata (OG) 2128 0.3 0.8 0.2 0.8 0.2
4 Naya Behram Pur (OG) 1509 0.2 1.0 0.0 0.9 0.1
5 Badshahpur (CT) 15593 0.3 0.9 0.1 0.9 0.1
6 Bhondsi (CT) 17410 0.3 0.9 0.1 1.0 0.0
929072 0.3 0.9 0.1 0.9 0.1
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(vi) Physical survey for sanitation /drinking water facilities, banks, physical heath checks, availability of
primary health centres/ dispensary/ hospitals, road conditions, educational facilities, source of
income, average annual income of the villagers.
A socioeconomic survey within 1Km Buffer Zone was conducted. Survey covered few households in the
buffer zone which included village Tikri, Fazilpur, Jharsa and Badshahpur. The summary of socio economic
survey conducted in these villages is given below”
MICRO LEVEL VILLAGE INFORMATION (SOURCE - FIELD SURVEY)
Data interpretation of survey conducted :
Parameter studied
Data Interpretation
Housing The housing condition in the buffer zone is better than other rural areas as this area falls in NCR region
• Pucca houses – 85%
• Semi pucca houses – 15%
• Kuccha houses – NIL
Electricity
The availability of electricity connection in the buffer zone is better than other rural areas as this area falls in NCR region
• Households having Electric connection – 100%
Tikri Fazilpur Jharsha Badshahpur
1 House Hold Approx 260 550 9500 350
2Occupation or source
of income
Service, labour,
shops, Pvt. business
Service, labour,
shops, Pvt. business
Service, labour,
shops, Pvt. business
Service, labour, shops,
Pvt. business
3 Population 1500 2600 20000 1600
Farming 0 0 0 0
Agriculture Labour 20 25 30 25
Private Jab 40 40 40 45
Govt.Jab 10 5 5 7
Self Employed 30 25 25 23
5 SchoolPrimary School
,Anganwadi
Primary
School,Anganwadi
Primary School
Middle,Anganwadi
Primary School
Middle,Anganwadi,hig
h School
6 Hospital Asha workersAsha Workers,Pvt
clinic
Asha Workers,Pvt
clinic
Asha Workers,Pvt
clinic
7 Post office Nil Nil yes Yes
8 Bank Nil Nil yes yes
9 Market Pvt Shop Pvt Shop Local Market Local Market
10 Electricity 100 100 100 100
11 Source of waterTap water supply
Bore well,
Tap water supply
Bore well,
Tap water supply Bore
well,
Tap water supply Bore
well,
12 Toilet Facilities 100 100 100 99
13 Transport SystemCars,Tempo
Vehicle,BusCars,Tempo Vehicle,
Cars,Tempo
Vehicle,Bus
Cars,Tempo
Vehicle,Bus
14 APL 70 75 65 70
15 BPL 30 25 35 30
4
Name of the Villages
Micro Level Villages information based on field survey & Census data 2011
S. No. Parameter
%Working status
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• Households not having Electric connection – 0%
Economic Category Composition
The Proportion of above Poverty line in the buffer zone is better than other rural areas as this area falls in NCR region
• Households above poverty line –82%
• Households below poverty line –18%
Drinking Water As the project falls in NCR region, water is available in the area:
• Households with supply through pipe line – 70%
• Households using community/handpump –30%
Education status
As the project falls in NCR region, mostly people are educated:
• Adults Educated – 60%
• Kids Educated – 90%
Primary Occupation
As the project falls in NCR region, main occupation of people is:
• Farming- 0%
• Service- 40%
• Private Business- 45%
• Govt Job- 15%
These figures imply that much of the study area’s working population has year-round occupation /sources of
livelihood. Interviews with stakeholders corroborated this fact.
3.14 TRAFFIC DENSITY
Preliminary Traffic Assessment: The estimated traffic in the proposed project is driven by the trip
generated by the proposed land use within the project area. The estimated traffic is then appropriately
assigned on the networks to obtain the quantum of traffic that will be handled by the road network. The
following key issues are identified by the Government —
Strengthening and development of roads network.
Development of alternate road link.
Developing of parking facilities.
The traffic study was done in the nearby road ascertain the present traffic was on the road and
thereafter impact be because of addition of traffic due to the Commercial Complex “Spaze
Boulevard-II” project.
PCU values are used to convert various vehicles in to one standard vehicles i.e. Passenger car units
(PCU). The PCU values as per IRC are as given below:
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Table 3.46; PCU values of various vehicles
S.
No. Vehicle Type PCU Value S. No. Vehicle Type PCU Value
1 Car 1 5 LCV 2
2 Two-wheeler 0.5 6 Tractor and Trailor 5
3 Private bus 2.2 7 Cycle rickshaw 0.5
4 Auto 1.2
The basis of conversion factor as per IRC 106, 1990, is given ahead —
Table 3.47; Conversion Factor (Ref: IRC 106, 1990)
S.No
LOS Value (Ratio of V:C) (V/C)
Category Inference based on IRC 106: 1990
1 0-0.2 A Represents a condition of free flow; individual users are generally unaffected by others in the traffic and this condition is generally considered in the Excellent Category.
2 0.2-0.4 B Represents a condition of stable flow; individual users have a level of comfort and convenience but less than that of A.
3 0.4-0.6 C
Represents a condition of zonal stable flow; individual users are starting in a bit of discomfort; users start to feel inconvenience due to presence of other users on the road. General level of discomfort increases and there is a noticeable decline in convenience.
4 0.6-0.8 D
Represents the level of stable flow; Level of comfort of users is poor and discomfort is significant in the flow of traffic. This category traffic streams are extremely susceptible to traffic problems.
5 0.8-1 E
Represents operating conditions close to capacity level; freedom to traffic stream is low and the speed is relatively uniform but very less. Comfort and convenience is relatively poor and discomfort is visible.
6 1 or above F Breakdown Flow; These streams often and broken down, susceptible to long delays and therefore there is huge discomfort in these streams.
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I. Traffic Analysis: NH-8, 8 Lane -35 Meters (Delhi-Gurgaon Expressway) Hours Baseline
Car Bus/Truck
Two Wheeler
Others/Auto PCU/Hr Capacity
of Road in PCU/Hr
LOS Baseline
06:00- 07:00 2945 421 1514 142 5768 10286 0.561
07:00- 08:00 3109 290 1580 164 5399 10286 0.525
08:00-09:00 3294 202 1942 180 5388 10286 0.524
09:00-10:00 3348 169 2029 196 5359 10286 0.521
10:00-11:00 3230 173 2039 221 5293 10286 0.515
11:00-12:00 2930 347 1759 211 5621 10286 0.546
12:00-13:00 2723 450 1562 270 5853 10286 0.569
13:00-14:00 2837 439 1849 319 6120 10286 0.595
14:00-15:00 2642 315 1609 291 5213 10286 0.507
15:00-16:00 2723 248 1512 320 4978 10286 0.484
16:00-17:00 2736 284 1620 289 5168 10286 0.502
17:00-18:00 3011 279 1670 266 5421 10286 0.527
18:00-19:00 3380 293 1760 293 5929 10286 0.576
19:00-20:00 3260 252 1911 320 5734 10286 0.557
20:00-21:00 3292 239 1667 268 5521 10286 0.537
21:00-22:00 2753 423 1577 203 5688 10286 0.553
22:00-23:00 2207 461 1101 252 5133 10286 0.499
Average 2966 311 1688 247 5505 10286 0.54
II. Traffic Analysis: SH-13, Sohna Road, 6 Lane -23 Meters
Baseline
Hours Car Bus/Truck
Two Wheeler
Others/Auto PCU/Hr Capcity of Road
in PCU/Hr LOS
Baseline
06:00- 07:00 455 65 1326 211 1514 7714 0.196
07:00- 08:00 468 70 1446 237 1629 7714 0.211
08:00-09:00 494 68 1997 244 1934 7714 0.251
09:00-10:00 572 91 1825 257 1994 7714 0.258
10:00-11:00 595 88 1937 226 2030 7714 0.263
11:00-12:00 546 78 1594 229 1789 7714 0.232
12:00-13:00 559 55 1526 231 1720 7714 0.223
13:00-14:00 528 55 1453 218 1637 7714 0.212
14:00-15:00 517 49 1160 177 1418 7714 0.184
15:00-16:00 507 47 1222 179 1436 7714 0.186
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16:00-17:00 455 62 1440 195 1546 7714 0.200
17:00-18:00 429 73 1487 161 1526 7714 0.198
18:00-19:00 416 75 1594 185 1600 7714 0.207
19:00-20:00 403 81 1763 169 1665 7714 0.216
20:00-21:00 395 83 1685 203 1664 7714 0.216
21:00-22:00 377 73 1591 231 1610 7714 0.209
22:00-23:00 322 52 1492 179 1398 7714 0.181
Average 473 69 1561 208 1654 7714 0.21
ROAD1
Parameter Existing
WIDTH (m) 35
Carrying Capacity (PCU/ Hr) 10286
Traffic (PCU/Hr) 5505
LOS 0.53 i.e cat C
ROAD2
Parameter Existing
WIDTH (m) 23
Carrying Capacity (PCU/ Hr) 7714
Traffic (PCU/Hr) 1654
LOS 0.21 i.e. cat B
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Chapter 4: ANTICIPATED ENVIONMENTAL IMPACTS & MITIGATION MEASURES
Prediction of impacts is the most important component in the Environmental Impact Assessment
studies. Several scientific techniques and methodologies are available to predict impacts of
developmental activities on physical, ecological and socio-economic environments. Such
predictions are superimposed over the baseline (pre-project) status of environmental quality to
derive the ultimate (post-project) scenario of environmental conditions. The prediction of impacts
helps to minimize the adverse impacts on environmental quality during pre and post project
execution.
Generally, the environmental impacts can be categorized as either primary or secondary. Primary
impacts are those, which are attributed directly by the project and secondary impacts are those,
which are indirectly induced and typically include the associated investment and changed patterns
of social and economic activities by the proposed actions.
For the proposed project, the impacts assessment shall be performed in following steps:
• Identification of interactions between activities and environmental receptors.
• Identification of potentially significant environmental impacts.
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4.1 IMPACT MITIGATION- CONSTRUCTION PHASE
Impact on Land Use and Aesthetics
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Clearance of vegetation
No major impact on the land use. However, land use has been changed from vacant land to developed complex.
Minor Not applicable
IMPACT ON SOIL
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Clearance of vegetation
The foresaid development impacted the soil infiltration capacity which inhibits ground water recharge and fertility due to development. It also permanently depresses land productivity, destabilizes landscapes, increasing the potential for wind and water erosion.
Minor
Rain water harvesting provision has been done to recharge the ground water and top soil will be preserved for reuse in plantation.
Excavation Removal of soil, Top soil & run off of soil
Major
The top soil had been stockpiled, treated with mulch, roughened and seeded with approved grass mixture or ground cover. Later the top soil will be used for landscaping.
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Soil erosion may occur if soil is disturbed, left bare, and exposed to the abrasive action of wind and water
Major Proper care shall be taken while stacking/storage of excavated material.
Transportation (Raw Material, Labour)
Oil spillage Chemical degradation of soil would occur which may leach into vegetation and ground water
Minor
Procedures for maintenance of equipment to ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil shall be collected separately in drums and handed over to the authorized outside agency
Compacting and other related work
Soil compaction & run off of soil
Use of heavy machinery and storage of material compact the soil. Compaction of soil as well as mixing of construction material with soil also lead to reduced infiltration of water; decrease in permeability and increased runoff.
Minor
Compaction and stabilization have been resorted during filling to ensure that no top soil is washed away. Every care shall be taken to prevent soil erosion.
Run off of water & Stagnation of water
Soil erosion may occur if soil is disturbed, left bare, and exposed to the abrasive action of wind and water
Major proper care has been taken while stacking/storage of excavated material.
Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
Used oil generation The oil generated may leach through soil & contaminate ground water
Minor
Procedures for maintenance of equipment would ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil has been collected separately in drums and handed over to the authorized outside agency
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Storage of construction material, Paint & chemicals
Spillage on ground and water
May impact the air and water as there is toxic contents in these chemicals
Minor
Procedures for storage of material ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil has been collected separately in drums and handed over to the authorized outside agency
Construction of Foundation & Basement
Generation of C&D waste & Solid Waste
Impact on soil due disposal of solid waste includes the effect on flora from contact of waste on soil.
Minor
C&D waste from the proposed complex has been properly collected, stored and given to approved vendor
Construction of Foundation & Basement
Run off of water Soil erosion may occur if soil is disturbed, left bare, and exposed to the abrasive action of wind and water
Minor proper care has been taken while stacking/storage of excavated material.
Construction of super structure
Generation of C&D waste & Solid Waste
Impact on soil due disposal of solid waste includes include degradation ion fertility of soil
Minor Proper care will be provided to maintain the C&D waste generated.
Working & daily activity of construction labour
Solid waste & E-waste generation
Impact on soil due disposal of solid waste includes the leaching from biodegradable waste and effect on flora from spillage of waste on soil.
-
Solid waste and hazardous waste from the proposed complex have been properly collected, stored in respective colour coded containers
Finishing work Wall, shoring, painting, stone cladding filing
chemical spillage
Chemical desegregation and pollution of soil would be on account of spillage of hydraulic oil, fuels and lubricating oils from construction machinery
-
Lubricating waste oil has been collected separately in drums and handed over to the authorized outside agency
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IMPACT DUE TO SOLID WASTE DISPOSAL
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Raw Material, Labour generated waste disposal
Daily Activities of labours and other construction activities
Waste generated may impact the hygiene of the labours and also the emission of dust/gases if not managed.
Minor
Proper maintenance of waste and time to time disposal of the same ensure minimization of the same
AIR ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Dust emission will lead to increase in PM
- Increased PM Level may cause respiratory problems to nearby Population. - Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora - increased dust will decrease the aesthetic look of already constructed building
Minor
-Construction activity has been confined to project site only for short duration. -Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the construction site. -Proper noise masks have been provided to the workers engaged in dust generating activities.
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Excavation Dust emission will lead to increase in PM
Respiratory problems to construction workers at site and nearby population
major
Water sprinkling has been done to reduce the dust generation -Wind breaker wall of appropriate height has been installed at site -Proper nose masks will be provided to the workers who were engaged in dust generating activities. -Plantation of trees around the project periphery including green creepers will be carried out
Compacting and other related work
Dust emission Increase in PM levels may affect the respiratory health of construction workers and nearby population
Minor
-Dust suppression and water sprinkling system has been installed for suppression of particulates
Compacting and other related work
Run off of water & Stagnation of water
Stagnation of water shall result in odour problem in the area
Negligible Water sprinkling has been done to reduce the same.
Construction of Foundation & Basement
Dust emission
Dust generation from construction activity and deposition of the same around the project area will affect the respiratory health of workers and nearby population
Minor Water sprinkling has been done to reduce the same.
Construction of super structure
Generation of C&D waste & Solid Waste
Handling of C&D waste can cause generation of dust which can cause problem in breathing to the construction workers and nearby population
Major
-Construction and Demolition Waste has been handed over to contractor as per the agreement for final disposal. -The Contractor sold the C&D waste for ongoing construction
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of roads & highways in the nearby area.
Finishing work of Wall, painting, stone cladding, Tiling work
Dust & other air emission
Emission of VOCs from paints can cause irritation in eyes, nose and throat, can cause difficulty breathing and nausea, and can damage the central nervous system as well as other organs.
Major -Use of material with less VOC content
Storage and handling of construction material, Paint & chemicals
Air emission & Dust Generation
-Open storage of construction material and improper handling of material may lead dust emission which will cause the respiratory health problem to the workers. -Dust may be deposited on the nearby areas and can affect the aesthetic look.
Major
-Dust suppression and water sprinkling system has been installed for suppression of particulates -Wind breaker wall of appropriate height has been installed at site -Proper nose masks will be provided to the workers who were engaged in dust generating activities. -Plantation of trees around the project periphery including green creepers will be carried out -Storage of construction material under tarpaulin cover and regular wetting of loose materials will suppress the dust generation.
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Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
Air Emission from the process/machinery
Emissions from use of construction machinery will cause respiratory problem to the workers at site and nearby population -Pollutants emitted from stack will increase the Ground Level Concentration of pollutants which will affect the respiratory health of people in nearby area
Major
-Adequate stack shall be provided in order to minimize the GLC -Low Sulphur fuel shall be used in operation of DG sets
Dust Generation -Generation of dust from operation of construction machinery
Major
-Personal Protective Equipment like dust masks and ear muffs has been provided to the construction workers -Proper Maintenance of construction equipment/ machineries, etc -Dust suppression and water sprinkling system has been installed for suppression of particulates -Regular monitoring of ambient air shall be carried out
Oil & chemical Spillage
-spillage of Diesel, used oil, chemicals may result in emission of VOCs in the air environment which will cause irritation in eyes, nose and throat, difficulty breathing and nausea.
Minor
-In case of spills of chemicals, dry adsorbents/cotton used for cleaning instead of water
Vehicular emission
Gaseous emission from vehicles used for transportation will affect the health of construction workers and nearby population
Major
-Vehicles with valid PUC certificates will be used for transportation of construction material -Plantation of trees around the
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Transportation (Raw Material, Labour)
project periphery including green creepers will be carried out
Diesel/petrol leakage
-Leakage of petrol/Diesel may result in emission of VOCs in the air environment which may cause irritation in eyes, nose and throat, difficulty breathing and nausea.
Minor
- Proper maintenance of vehicles has been done periodically to ensure no leakage from the vehicles. -The vehicle used for transportation complied to conditions stipulated by SPCB in addition to the requirement mentioned in Motor Vehicle Act, 1988 (59 of 1988).
Dust emission
Transportation of construction material shall result in dust emission which will affect the respiratory health of construction workers and nearby population
Major
-Construction material has been transported in closed and covered trucks. -water sprinkling shall be carried out for dust suppression from movement of transport vehicles. -Plantation of trees around the project periphery including green creepers will be carried out
Working & daily activity of construction labour
Labour convenience & Facilities
None Negligible
- To minimize the occupational health hazard, proper mask will be provided to the workers who were engaged in dust generation activity.
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WATER ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Site preparation will cause change of natural contour level will which will result in Change of drainage pattern
The storm water recharge capacity will be decreased
major
Proper drainage for storm water shall be maintained. Provision of RWH is there to recharge the ground water
Excavation Mechanical excavation for the foundation and basement preparation
- The excavation will be done up to level such that it will not intersect the ground water level, hence it will not impact the ground water quality.
Negligible None
Compacting and other related work
Water requirement
For 100 labours, 5 KL of water tankers for drinking purpose were provided. This will lead to water use & waste water generation.
Minor
Treated Water will be sourced through STP and waste water generated from the site will be properly disposed.
Construction of Foundation & Basement
Stagnation of water & Run off of water
During the construction period, Stagnation of water & Run off of water may lead to breeding of mosquitos & run off can lead to soil erosion
Minor
During the construction period,
runoff from the construction
site shall not be allowed to
stand (water logging) or enter
into the roadside or nearby
drain.
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The runoff due to rain water from the site shall be collected and reused.
Construction of super structure
Water requirement & waste generation
15 KL of tanker of treated STP Water shall be required during construction work. For approx. 100 labours, 5 KLD of Domestic water shall be sourced through the water tanks and this will lead to 4 KLD of waste water. Utilisation of water may impact the water demand of the vicinity and Improper disposal of waste water generated may affect the quality of nearby surface water body & ground water.
Minor
Treated Water will be sourced through STP and waste water generated from the site will be properly disposed. Also storm water collected will be used whenever possible. 4 KLD of waste water generated from the construction site will be properly disposed off to septic tanks.
Finishing work of Wall, painting, stone cladding, Tiling work
Water contamination Improper disposal of waste generated may affect the quality of ground water. Minor
Any waste generated shall be disposed properly as per C&D waste management rule.
Road infrastructure & Services installation& Plantation
Water requirement & Waste water disposal
Tanker of treated STP Water shall be supply source during construction work. Which would not lead fresh water scarcity. Improper disposal of waste water generated may affect the quality of nearby surface water body & ground water.
Minor
Treated Water has been sourced through STP and waste water generated from the site has been properly disposed
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Storage and handling of construction material, Paint & chemicals
Oil & chemical Spillage
Spillage of Oil & chemicals, if in any case comes in contact with water body can decorate the ground water & surface water body. Which in turn may affect the life also.
Minor
The hazardous waste generated is used oil only. Used Oil was stored in HDPE drums and kept in covered rooms under lock and key and was sold to authorized vendors only.
Spillage of oil from the machinery or cement residual from concrete mixer plants was properly collected and reused in construction site.
Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
Transportation (Raw Material, Labour)
Dust emission If dust emitted gets deposited on water body can Detroit the water quality. Minor
The vehicles carrying
construction material and
construction debris were
cleaned before it permitted to
ply on the road.
Wheel washing arrangement of construction vehicle has been provided at site
Working & daily activity of construction labour
Water requirement & Waste water disposal
For approx. 100 labours, 5 KLD of Domestic water shall be sourced through the water tanks and this will lead to 4 KL of waste water.
Minor
Temporary toilets have been provided.
4 KLD of waste water generated from the construction site was disposed off to septic tanks.
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NOISE ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Increase in noise level
-due to levelling activity, loading and unloading activity there will be noise generation, however in case of noise generation it may cause mental & phycological effects on nearby people like annoyance, headache, Auditory impact, increase in heartbeat etc.
Minor
- The noise due to the loading & unloading activity were limited only for specified period of construction and during day-time only. -Provision of protective devices like ear muff/plugs to the workers has been done. - Proper maintenance of the machine/ equipment for levelling has been carried out. -Noise barrier of height 10 meters were provided around the building.
Excavation Increase in noise level
-due to excavation activity there will be high level of noise generation along with vibration which may cause mental & phycological effects on construction labours & nearby people like annoyance, headache, Auditory impact, increase in heartbeat of elderly people. -There will be impact on excavator operator like whole body vibration and auditory impact. The noise level generation due to excavator will be 85-90 dB.
Major
- The noise due to the running of excavator was limited only for specified period of construction and during day-time only. -Provision of protective devices like ear muff/plugs to the workers has been done. -Proper maintenance of the excavator has been carried out and excavator shall be provided with closed cabin and vibration isolator
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-Noise barrier of appropriate height has been provided around
Compacting and other related work
Noise generation by machineries
-due to compaction activity, loading and unloading activity there will not be much noise generation, however in case of noise generation it may cause mental & phycological effects on nearby people like annoyance, headache, Auditory impact, increase in heartbeat of elderly people.
minor
- The noise due to the running of compactor will be limited only for specified period of construction and during day-time only. -Provision of protective devices like ear muff/plugs to the workers has been done. -Regular & Proper maintenance of the compactor has been carried out and its silencer has been regularly checked and provided with vibration isolator -Noise barrier of height 10 meters was provided
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Construction of Foundation & Basement
Noise generation
-due to handling of construction material noise generated which may cause physiological like increase in heartbeat of elderly people & psychological effects like annoyance on workers and nearby people.
minor
- The noise was limited only for specified period of construction and during day-time only. - Workers was work in rotation basis. -Provision of protective devices like ear muff/plugs to the workers has been done. -Noise barrier of height 10 meters has be provided around.
Construction of Foundation & Basement
Noise Generation through C&D machinery
-Loading and unloading of C&D waste may cause annoyance to the workers and peoples in the immediate vicinity.
minor
- Loading and unloading of C&D waste has been done from loaders/excavators directly to tippers/trucks to ensure minimal noise generation. Workers have been provided with ear plugs/ear muffs
Construction of super structure
Noise generation
-Will cause physiological and psychological effect like hearing impairment, sleep interference, annoyance and also may cause increase in heart beat and blood pressure in elderly peoples within the area.
Major
- Machines and equipment were regularly maintained and were provided with vibration isolators and noise damping, construction was done during day time only, proper barricading of the construction site has been done. PPE like ear plugs and muffs has been provided to the workers at construction site. Also, acoustic flooring using tiles has been done so that it acts as noise absorber.
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road infrastructure & Services installation& Plantation
Noise generation -May cause annoyance and auditory impact to the workers and peoples living in immediate vicinity.
Minor
-Road grader have been provided with noise dampers and vibration isolators and shall have closed cabin. Proper lubrication and greasing of other equipment has been done. Proper handling of road construction material has been done.
Storage and handling of construction material, Paint & chemicals
Noise Generation -May cause annoyance to the worker and nearby people
Minor
- Proper handling of materials has been done and workers were supervised by onsite in charge manager.
Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
Noise generation
-due to running of machinery, high level of noise may cause physiological & phycological effects on labours like annoyance, problems like sleep interference, headache, Auditory impact, increase in heartbeat of elderly people. - running of DG sets will cause vibration generation in immediate surrounding of DG set area
Minor
-DG sets will be bought acoustically enclosed meeting the norms prescribed by CPCB -Plantation already exist along the roads & periphery to reduce noise. -Construction machinery shall be properly lubricated and equipped with vibration isolator wherever possible -Provision of protective devices like ear muff/plugs to the workers has been done.
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Transportation (Raw Material, Labour)
Honking & vehicular noise generation
-due to road congestion people may blow horn which may lead to problems like sleep interference, headache - There may not be much impact due to vibration
Minor - No honking zone has been provided in and nearby
IMPACT ON ECOLOGY AND BIODIVERSITY
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Clearance of vegetation
No major vegetation was there on the site as the land contained only few bushes & grasses which was removed.
Negligible
-To minimize the impact, the provision of plantation area of 1528.657 Sqm area, with lawns, ornamental shrubs and trees shall be provided. 100 No. of trees will also be planted within the complex after the completion.
Dust emission will lead to increase in PM
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling has been done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the construction site.
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Increase in noise level
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-Machinery of reputed standard has been used -all the construction activities will be carried out during the daytime. No activity will be done during night time.
Excavation
Removal of soil, Top soil & run off of soil
-Removal of Top soil will affect the habitat of micro-organism and invertebrate
Minor
-The excavated top soil will be used in Landscape area which will help in recovery of habitat of micro-organism and invertebrate.
Dust emission will lead to increase in PM
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling has been done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the site.
Increase in noise level
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it may not result in their displacement. - There may be loss on soil biota due to excavation and vibration
Minor
-all the construction activities have been carried out during the daytime. No activity has been done during night time. -Proper maintenance of the excavator has been carried out and excavator shall be provided vibration isolator
Compacting and other related work
Dust emission -As there will be less dust generation hence there will not be much impact on existing Flora
Negligible
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site.
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Construction of Foundation & Basement
Dust emission
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling has been done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the construction site.
Noise generation
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-all the construction activities have been carried out during the daytime. No activity will be done during night time.
Construction of super structure
Dust emission
-Increased PM Level result in deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling have been done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the construction site.
Noise generation
Increased noise will cause disturbance of existing avi-fauna; however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-all the construction activities will be carried out during the daytime. No activity will be done during night time.
Finishing work of Wall, painting, stone cladding, Tiling work
Dust & other air emission
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the construction site.
Solid, hazardous waste &
-Piling of solid waste will affect the habitat loss of micro-organism and degradation
Minor -Proper disposal plan for solid waste have been implemented in Landscape area
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recyclable waste generation
Road infrastructure & Services installation& Plantation
Dust emission
-Increased PM Level may result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the construction site.
Noise generation
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling has been done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the site.
Storage and handling of construction material, Paint & chemicals
Air emission & Dust Generation
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
-Separate raw material yard may be made. Cement may be separately stored under cover in bales. – Sand has been stacked nearby under tarpaulin cover. -water sprinkling have been done.
Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
Dust Generation
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
-Water sprinkling has been done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the construction site.
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noise generation
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-all the construction activities have been carried out during the daytime. No activity has been done during night time. - Acoustically enclosed DG sets have been provided along with vibration pads. - All the machinery used have provided with vibration isolators in accordance to their vibration generation
Transportation (Raw Material, Labour)
Vehicular emission
- Vehicular emission like NOx etc. can inhibit the growth of plants and pre-mature leaves senescence.
Minor - Vehicles used in transportation of construction material had PUC certificate.
Dust emission
-Increased PM Level result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling has been done to reduce the dust generation -Dust suppression systems (water spray) has been done as per requirement at the construction site.
Noise generation
-Increased noise due to vehicular transportation will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-Vehicular movement for transportation of raw material have been carried out only in day-time and will try to avoid unnecessary honking with the help of sign boards.
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TRAFFIC MANAGEMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Heavy Vehicles carrying raw material
Congestion on road
Heavy vehicle movement will lead to congestion in traffic and difficulty in driving
Minor Separate Entry/exit gates for transportation of raw material were provided
4.2 IMPACT MITIGATION DURING OPERATION PHASE
IMPACT ON SOIL
Functional Area
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Soil Environment
Working & daily activity of staff, Visitors
Generation of Solid Waste, E-waste
Improper disposal will degrade the soil quality
Negligible
- All solid waste from the proposed project shall be properly collected, stored and disposed. Bio-Degradable waste shall be converted into compost in proposed OWC within the premises. Recyclable Waste & plastic waste shall be given to Authorized Recycler.
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Daily activity of staff & Visitors
Generation of Solid Waste, E-waste
Improper disposal will degrade the soil quality
Negligible
- All solid waste from the proposed project shall be properly collected, stored and disposed. Bio-Degradable waste shall be converted into compost in proposed OWC within the premises. Recyclable Waste & plastic waste shall be given to Authorized Recycler.
Transportation (Staff, Resident transportation & transportation)
Diesel/petrol spillage
while re-fuelling of vehicles transporting materials and servicing of vehicles through breakage due to wear and tear.
Minor
Procedures for maintenance of equipment would ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil shall be collected separately in drums and handed over to the authorized outside agency
Operation of machinery & equipment (DG Set, STP & machinery used)
There will be Used oil
generation
while re-fuelling of vehicles transporting materials and servicing of vehicles will be done to prevent vehicles through breakage due to wear and tear.
Negligible
Procedures for maintenance of equipment would ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil & used oil shall be collected separately in drums and handed over to the authorized outside agency
Soil Environment
Operation of machinery & equipment (DG Set, STP)
Oil Spillage
while re-fuelling of vehicles transporting materials and servicing of vehicles through breakage due to wear and tear.
Minor
Procedures for maintenance of equipment would ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil shall be collected separately in drums and handed over to the authorized outside agency
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IMPACT DUE TO SOLID WASTE DISPOSAL
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Working & daily activity of staff, residents
Generation of Solid Waste, E-waste
-Improper storage and disposal of Biodegradable waste, will enhance the risk of microbial contamination, population. -Improper storage and disposal of MSW waste, will enhance the risk of disease occurrence and cause foul smell. It will attract the vectors. -Improper hazardous chemical disposal if comes in contact with human body may cause skin irritation and could be flammable also sometimes.
Major
- Source segregation shall be done for Municipal solid waste at each floor level and shall be stored in colour coded bins (Bio Degradable-Green & Recyclable-Blue) -During operation phase total 336 (Kg/day) of municipal solid waste shall be generated daily and shall be disposed off properly and safely. 235 Kg/day of Bio-Degradable waste shall be converted into compost in proposed OWC within the premises. The compost shall be used as manure in green area within the project premises & unused manure shall be given to nursery. 84 Kg/day of Recyclable Waste & 17 Kg/day of plastic waste shall be given to Authorized Recycler.
Transportation (Staff, transportation & material transportation)
Road congestion & Breakage of roads
Accidental litter off plastic & non- biodegradable waste will create nuisance & may cause potential health impacts. -Accidental leakage of the chemical during transportation can cause fire.
- -
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AIR ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Working & daily activity of staff & Visitors
Generation of Solid Waste, E-waste
Bio-degradable Waste generation may lead to odour problem if not stored properly.
Minor - Bio-Degradable waste shall be converted into compost in proposed OWC within the premises.
Transportation (Staff, visitor, transportation & chemical transportation)
Vehicular emission
Gaseous emission from vehicles used for transportation will affect the respiratory health of staff, visitor and nearby population
Minor
-Vehicles with valid PUC certificates will be used for transportation of construction material -plantation all around the periphery of the plot has been done.
Diesel/petrol leakage
-Leakage of petrol/Diesel may result in emission of VOCs in the air environment which will cause irritation in eyes, nose and throat, difficulty breathing and nausea.
Minor -Proper maintenance of vehicles shall be done periodically to ensure no leakage from the vehicles
Road congestion & Breakage of roads
- Dust generation will be high if the movement of vehicles is done on breaker roads. Increased dust emission may cause respiratory problems to nearby Population.
Minor - Vehicular transportation will be done shift wise in order to reduce the stress on the roads.
Dust emission - Increased dust emission may cause respiratory problems to nearby Population.
Minor - Proper maintenance and cleaning of vehicles and tyres shall be done in order to reduce dust generation.
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Operation of machinery & equipment (DG Set, STP, Pumps & Equipment)
Air Emission
-For staff and resident, emissions like VOCs from use of medical equipment can cause irritation in eyes, nose and throat, difficulty breathing and nausea. Long term exposure can damage the central nervous system as well as other organs. - however only source will be DG sets of capacity 2 x 500 KVA, 1 x 250 KVA. will be installed for emergency use during power failure. Pollutants emitted from stack will increase the Ground Level Concentration of pollutants which will affect the respiratory health of people in nearby area
Major
-Proper stack of 6 m above the roof level has been provided in order to minimize the GLC for existing DG sets of capacity 2 x 500 KVA, 1 x 250 KVA. and stack of 6 m above the roof level KVA -Low Sulphur fuel is used to run these D.G. Sets - 100 no. of trees shall be planted.
WATER ENVIRONMENT
Activity Aspect Impact
Major/
Minor/
Negligible
Mitigation
Operational &
daily activity of
staff & visitors
Generation of
Solid Waste,
If not properly disposed off, then it can
deteriorate the surface water quality
of nearby water body.
Minor
- All solid waste from the proposed
project shall be properly collected,
stored and disposed. Bio-Degradable
waste shall be converted into compost in
proposed OWC within the premises.
Recyclable Waste & plastic waste shall
be given to Authorized Recycler.
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Working & daily
activity of staff,
residents
Water
requirement &
waste water
generation
from Flushing,
Domestic,
Kitchen &
storm water
management
- The abstraction of groundwater is not
proposed for project, hence there will
be no impact on Ground water.
- Disposal of untreated waste water
may deteriorate water quality of
surface & ground water by increase in
the no. of pathogens, BOD, COD, TSS
etc in surface/ground and thereby
affecting the aquatic life and making
water unfit for consumption.
Major
- No ground water abstraction shall be
done. However, 2 no. of RWH pits shall
be provided. All of pits are already
present for the facility for recharge of
ground water.
-Fresh water shall be supplied by HUDA
Supply and water tankers if necessary.
Treated water shall be used for flushing,
gardening, DG cooling. purposes.
- Total water consumption shall be 106
KLD. Wastewater generation shall be 70
KLD, which shall be treated in 100 KLD
Sewage Treatment Plant. 66 KLD of
treated water shall be reused for
flushing, gardening, DG cooling
Working & daily
activity of staff,
& visitors
Generation of
effluent
May cause nuisance if not properly
managed Major
STP shall be provided to treat the
effluent.
NOISE ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
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Transportation (Staff, transportation & material transportation)
Road congestion & Breakage of roads
-Due to road congestion people will blow horn which may lead to problems like sleep interference, headache - There will not be much impact due to vibration due to movement of vehicles on project
Minor
- In the complex two-way traffic movement will be provided also designated place shall be allocated for parking which will not result in any congestion on internal roads. -No honking zone shall be provided in and nearby area
Noise generation
-Due to vehicular transportation high level of noise may cause physiological & phycological effects on people like annoyance, problems like sleep interference, headache, Auditory impact, increase in heartbeat of elderly people. - There will not be much impact due to vibration on project
Major
-In the complex two-way traffic movement will be provided which will lead to smooth traffic movement and hence, less noise will be generated. -Maintenance of vehicles should be done on regular basis - Vehicles should be regularly checked for silencer of vehicles - No honking zone should be provided in and nearby area --Trees shall be planted along the periphery and avenue roads.
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Operation of machinery & equipment in (DG Set, , STP, Pumps )
noise generation
-Due to running of equipment and DG sets, high level of noise may cause physiological & phycological effects on people like annoyance, problems like sleep interference, headache, Auditory impact, increase in heartbeat of elderly people. - Running of DG sets will cause vibration generation in immediate surrounding of DG set area
Major
- DG sets of capacity 2 x 500 KVA & 1 x 250 KVA shall be only sources of noise pollution which will be bought acoustically enclosed meeting the norms prescribed by CPCB and shall be kept in acoustically treated room. Also DG sets shall be mounted on Vibration pads and shall also be provided with vibration isolator -Proper plantation area for the project will be approx. 1528.657 sq.m (20% of plot area) area shall be done all along the roads & periphery to reduce noise. - Silencers of Pumps shall be regularly checked - Agitators of STP shall be regularly lubricated and greased to check noise pollution -Provision of protective devices like ear muff/plugs to the workers will be done.
4.2.1 IMPACT ON ECOLOGY AND BIODIVERSITY
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Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Transportation (Staff, Resident)
Vehicular emission
- Vehicular emission like NO2, NO etc. can inhibit the growth of plants and pre-mature leaves senescence.
Minor
- Vehicles used in transportation of construction material will have PUC certificate.
Transportation (Staff, transportation & chemical transportation)
Dust emission
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor - Water sprinkling was done to reduce the dust generation
Noise generation
-Increased noise due to vehicular transportation will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-Vehicular movement for transportation of raw material will be carried out only in day-time and will try to avoid unnecessary honking with the help of sign boards.
Operation of machinery & equipment (DG Set, STP, & Equipment)
noise generation
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-all the construction activities will be carried out during the daytime. No activity will be done during night time. - Acoustically enclosed DG sets will be provided along with vibration pads. - All the machinery used will be provided with vibration isolators in accordance to their vibration generation
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4.2.2 TRAFFIC MANAGEMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Transport of vehicles & cars
Congestion on road
Heavy vehicle movement will lead to congestion in traffic and difficulty in driving
Major Separate Entry/exit gates for transportation of cars.
4.2.3 SOCIO-ECONOMIC CONDITION
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Working & daily activity of staff, residents
Generation of Solid Waste and influx of visitors
-There may occur foul smell which will cause nuisance in staff and visitors There will be influx of variety of population and staff
Major
- All solid waste from the proposed project shall be properly collected, stored and disposed. Bio-Degradable waste shall be converted into compost in proposed OWC within the premises. Recyclable Waste & plastic waste shall be given to Authorized Recycler. Staff and residents will be properly executing their duties
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4.2.4 HYDROLOGY AND GEOLOGY
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Working & daily activity of staff, visitors
Generation of Solid Waste
-Infiltration of silt and sand may occur with improper storm water harvesting -Disposal of untreated waste water may deteriorate water quality of ground water by increase in the no. of pathogens, BOD, COD, TSS etc in ground water and thereby affecting and making water unfit for consumption
Minor
- Total 2 no. of RWH pits shall be provided. -waste water generated shall be treated in STP. The treated water generation from STP will be 66 KLD out of which all shall be reused for domestic, flushing, HVAC cooling, Gardening.
Working & daily activity of staff, residents
Water requirement & waste water generation from Flushing, Domestic, Kitchen
-Infiltration of silt and sand may occur with improper storm water harvesting -Disposal of untreated waste water may deteriorate water quality of ground water by increase in The no. of pathogens, BOD,
Minor
- Total 2 no. of RWH pits shall be provided. -waste water generated shall be treated in STP. The treated water generation from STP will be 66 KLD out of which all shall be reused for domestic, flushing, HVAC cooling, Gardening.
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COD, TSS etc in ground water and thereby affecting and making water unfit for consumption
Transportation (Staff, transportation & chemical transportation)
Diesel/petrol leakage
Due to oil spillage the chances of contamination of surface water as well as ground water increases
Minor Measures will be taken to avoid spillage of oil; waste oil will be given to authorised vendor.
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Chapter 5: ANALYSIS OF ALTERNATIVES
Consideration of alternative technologies to be used in building material, energy conservation and
transportation methods are addressed in this chapter.
5.1 BUILDING MATERIAL
The Building material used in comparison to the conventional material is mentioned below:
Conventional material Alternative material used Remark
Fe 415 FE 500 - Steel (SAIL & TATA) Higher tensile strength
Conventional Bricks RCC Block Energy efficient as compared to the Red Bricks
Ordinary Portland cement Portland Pozzolana Cement with fly ash
Higher degree of fineness, strength and ecofriendly
Cementitious Waterproofing Waterproofing Membrane Thinner membrane with higher resistance
Cement concrete Ready Mix Concrete (RMC) Better Building Structure
5.2 ENERGY CONSERVATION MEASURES
The Energy Conservation Measures used in comparison to the conventional measures is mentioned
below:
Conventional Measures Alternative Measures used
Use of T5 lamps & Halogen lamps Use of energy efficient devices like light sources such as LED lamps.
Fiberglass material for insulation Use of insulation Polystyrene (Styrofoam) on roof top to reduce air-conditioning load
Conventional Power factor & capacitors Use of capacitors at load centres to improve voltage and power factor to reduce distributional losses and also to avoid penalty by state electricity authority.
Conventional DC motors All high efficiency motors will be used in the complex.
No solar energy harnessing 1% solar power provision of connected load shall be provided.
Conventional building Design Air tunnels in the design to provide proper cross- ventilation for reducing power consumption.
Energy Quantification:
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Sr. No. Description Demand Load ( KW) % Saving Load Saving (KW)
1
Uses of energy efficient lifts (VVVF Non-Gear Lifts) - For Non-Gear Lifts- 9 KW each & for Gear Lift-11 KW each- Total Lift 23.
For Non-Gear Lift- 27 KW For Gear Lift-33 KW
24.09% 6 KW
2
Providing LED lamps instead of fluorescent lamp for common area lighting.
With LED-37 KW With fluorescent lamp- 74 KW
47% 37 KW
3
Providing dust to down relay for street lighting for automatic switching off depending upon sun-light
Without Time Switch – 24.64 KW With time Switch - 16 KW
24% 8.64 KW
4
Providing T-5 lamp instead of T-8 lamp for basement lighting with electronic blast instead of copper blast
With LED- 37.5 KW With Electronic blast- 78.5 KW Now a day’s copper blast are obsolete
49% 41 KW
5
Parking Ventilation (Energy efficient motors for ventilation system)
111 KW 6% 7.92 KW
5.3 WATER CONSERVATION MEASURES
• Cisterns of 3-5 Lt. capacity, use of ultra-low flush toilets, low-flow showerheads of discharge
5 L/min in place of 11 L/min.
• Install retrofit devices on faucets to reduce flow.
• Install water displacement devices in toilet tanks to reduce flow.
• Water conservation fixtures
• Provision of dual plumbing to use STP Treated water.
• Storage and reuse of Storm water.
5.4 ROAD CONSTRUCTION MATERIAL
Asphalt concrete pavement roads will be provided instead of traditional concrete material which
will provide higher strength and thus longer durability to the roads. Apart from this following
recyclable material will be used for construction of the internal roads: -
1. Cement jute bags, plastic bags etc will be used in roads.
2. Construction debris like concrete will be recycled and ail be used in parking area.
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3. Sub stratum removed during foundation & excavation will be used for filling of plot and making
pathways.
4. Waste from RCC block will be used for pavements and parking area.
5. Cut tiles & chips will be used in creating pathways in the landscape area & rest will be sent to the
construction & demolition facility.
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Chapter 6: ENVIRONMENT MONITORING PLAN
An Environment Monitoring Plan is prepared for construction as well as the operation phase. It
provides a delivery mechanism to address the adverse environmental impacts of a project during
its execution, to enhance project benefits, and to introduce standards of good practice to be
adopted for all project works. An environmental monitoring program is important as it provides
useful information and helps to:
• Assist in detecting the development of any unwanted environmental situation, and thus,
provides opportunities for adopting appropriate control measures, and
• Define the responsibilities of the project proponents, contractors and environmental
monitors and provides means of effectively communicating environmental issues among
them.
• Define monitoring mechanism and identify monitoring parameters.
• Evaluate the performance and effectiveness of mitigation measures proposed in the
Environment Management Plan (EMP) and suggest improvements in management plan, if
required,
• Identify training requirement at various levels.
6.1 DETAILS OF MONITORING TO JUDGE EFFECTIVENESS
To check the efficiency of system with proposed modifications a regular monitoring programme has
been drawn. The program has been outlined for construction and operation phase. The details of
which are given below:
During Construction/Installation Phase:
TABLE 6-1ENVIRONMENTAL MONITORING PLAN DURING CONSTRUCTION PHASE
Sr. No. Type of Monitoring Frequency
of Monitoring
Parameter Location
1 Ambient Air Quality Six Monthly
Particulate Matter (PM 2.5) Particulate Matter (PM 10)
Sulphur Dioxide (SO2) Nitrogen Oxides (NOx)
Four Locations in and around
the project site
2 Stack Monitoring Six Monthly Particulate Matter, Sulphur
Dioxide (SO2), Nitrogen Oxides (NOx)
DG sets of capacity 125
KVA installed for construction
purposes
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3 Water Quality Monitoring for drinking water
Six Monthly All parameters mentioned in
IS:10500 One drinking water sample
4 Noise Level Monitoring
Six Monthly Day and Night noise level Two locations
5 Soil Quality Monitoring
Six Monthly All parameters to check soil
Fertility
Four Locations in and around
the project site
6
Monitoring of waste generation
and other pollution control aspects
Six Monthly _ _
Total
Table -2; Environmental monitoring programme (construction phase)
Lumpsum cost for Environment Monitoring Program for Construction will be Rs. 58,000
During operation Phase:
Sr. No. Type of Monitoring Frequency of Monitoring
Parameter Location
1 Ambient Air Quality Six Monthly
Particulate Matter (PM 2.5), Particulate Matter (PM 10),
Sulphur Dioxide (SO2), Nitrogen Oxides (NOx)
Four Locations in and around
the project site
2 Stack Monitoring Six Monthly Particulate Matter, Sulphur
Dioxide (SO2), Nitrogen Oxides (NOx)
3 DG sets installed for
backup purposes
3 Water Quality Monitoring for drinking water
Six Monthly All parameters mentioned in
IS:10500 One drinking water sample
4 Sewage Treatment Plant Monitoring
Six Monthly BOD, COD, TSS, Oil and
Grease and pH Inlet and Outlet
of STP
5 Ambient Noise
Level Monitoring Six Monthly Day and Night noise level Two locations
6 DG Set Room Noise
Monitoring Six Monthly
Inside and Outside of DG Set Enclosure
Four Locations
7 Soil Quality Monitoring
Six Monthly All parameters to check soil
Fertility
Four Locations in and around
the project site
8
Monitoring of Waste Generation
and other pollution control aspects
Six Monthly _ _
Total
Lumpsum cost for Environment Monitoring Program for Operation Phase will be Rs. 85,000
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6.2 SUBMISSION OF SIX-MONTHLY COMPLIANCES
As per the standard environment clearance conditions, six monthly compliances of the conditions
mentioned in the EC letter has to be submitted to various concerned officials of MOEF, SPCB and
Regional office of CPCB. These compliances have to be submitted in the months of June and
December for the periods April to September and October to March respectively every year for
construction phase till the construction is completed and operation phase for the life of the project.
6.3 ENVIRONMENT AUDIT
Annual Environment Audit has to be conducted to check the compliance of environmental
conditions. The report shall be submitted to MoEF&CC R.O. and regional Pollution Control Board.
6.4 ENERGY AUDIT
Annual Environment Audit has to be conducted to check the compliance of environmental
conditions. The report shall be submitted to MoEF&CC R.O. and regional Pollution Control Board.
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Chapter 7: ADDITIONAL STUDIES
As the project is Commercial Complex. “Spaze Boulevard-II” there are various studies considered
which directly or indirectly affects the construction and operation stage of the project. The studies
assessed for the following additional Details Includes
• Risk Assessment
• Geo Technical Investigation
• Traffic Study
• Public Consultation – Not Applicable
7.1 Risk Assessment
Risk is a potential that a chosen action or activity will lead to a loss of human or property. However,
Hazard is a situation that poses a level of threat to life health or environment.
Risk assessment is a term used to describe the overall process or method where you:
Identify hazards and risk factors that have the potential to cause harm.
Analyse and evaluate the risk associated with that hazard.
Determine appropriate ways to eliminate the hazard, or control the risk when the hazard cannot be
eliminated.
A risk assessment is a thorough look at your workplace to identify those things, situations,
processes, etc. that may cause harm, particularly to people. After identification is made, you analyse
and evaluate how likely and severe the risk is. When this determination is made, you can next,
decide what measures should be in place to effectively eliminate or control the harm from
happening.
Risk assessment involves the following:
• Hazard Identification
• Vulnerability Analysis
• Risk Analysis
• Emergency Preparedness Plan
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7.1.1 VULNERABILITY & HAZAN ANALYSIS DURING CONSTRUCTION & OPERATION PHASE
Table 7.1 The project is Commercial Complex and there may be following types of Risk categories:
Risk Categories Domain
Operational Risks related to the conduct of the business operation that results from
inadequate or failed internal processes, people, or systems that affect
staff safety
Financial / Business Continuity
Risks such as capital structure, credit and interest rate fluctuations,
foreign exchange and accounts receivables. These are risks that affect
the profitability, cash position, access to capital, or external financial
ratings through business relationships or the timing and recognition of
revenue and expenses
Strategic / Reputation Brand, reputation and advertising risks, and risks associated with
business strategy. Failure to adapt to changing environment, changing
customer priorities, competitive risk.
Legal / Regulatory Incorporates risks arising out of product liability, management liability,
failure to comply with statutes, standards, rules and regulations, and
issues related to intellectual property.
Technological / Projects
An area of tremendous growth in health care including risk associated
with the adoption of new systems and processes, (e.g., Biometric entry,
bar coding, modeling, monitoring etc.).
Natural Disaster / Hazard
Risks attributable to physical loss of assets or a reduction in their value,
including risk arising from earthquakes, floods, fires, etc. Traditionally
insurable risk related to natural hazards and business interruption.
Man-made Disaster / Hazard
Risk attributing to physical/capital loss of the project.
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Table 7.2 Vulnerability Analysis
S.No. Activity Aspect Hazard Analysis Severity
(1-5) Likelihood
(1-5)
Severity x Likelihood (1-25) (Hazards scoring
1-9 are less serious hazards & 9-25 are
very serious hazards & require risk assessment)
Mitigation
1 Operational
Fire/Electrical Hazard due to
spark or carelessness
Injury or illness to the occupants
4 2 8
All the necessary precautions & safety measures will be provided. Details of the
same is given in section 7.2
Leakage during transportation of
effluent from conveyance
system pipeline
Contamination to Soil, Surface water
or ground water 3 2 6
The maintenance of the pipeline will be done periodically and proper checking at
time intervals will be provided.
Failure in operation of
Technical instrument
Loss of property/Capital
3 2 6
Best quality instruments/machineries are already in use and same will be used in
future. Proper care and timely maintenance will be
provided to prevent the same.
2
Financial / Business
Continuity
Risks such as capital structure,
credit and interest rate fluctuations
Services/Operation may be affected
3 2 6
The Spaze Towers. Is well settled and trusted brand across the health industry
hence, all the financial operations are transparent and there is minimum financial
risk to the shareholders.
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3 Strategic / Reputation
Brand, reputation and
advertising risks, and risks
associated with business strategy
Affect the Brand & Recognition
4 1 4
The proposed project is a part of the Spaze Towers Pvt. ltd. Which is committed to
deliver the excellence services and results hence, chances of any risk to brand is
minimum. However, we will ensure timely and excellence services in the future to
maintain the same.
4 Legal /
Regulatory
Risks arising out of product
liability, management
liability, failure to comply
Affects the operation
& Finances 2 2 4
All necessary measures to prevent any legal dispute will be taken.
All the working mechanism of the Commercial complex & management will be
transparent to ensure the same.
5 Technological
/ Projects
Risk for technological limitations &
Systems/machine malfunctioning
Affects the Reliability and
brand of the hotel 3 2 6
The technology advancements is always adopted to cope up with the requirement of
the ever changing industry
6 Natural
Disaster / Hazard
Risks attributable including risk arising from earthquakes,
floods, fires, etc
Affects the capital/property
3 3 9
All necessary precaution and safety measures have been provided and same will
be done in future. Details of the same is given in section 7.2
7 Human
Activities
Risk attributes from
communicable disease, theft,
terrorism, violence etc.
Affects the occupants directly
or indirectly 3 2
6
All necessary precaution and safety measures have been provided and same will
be done in future. Details of the same is given in section 7.2
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Table 7.3 Scope of Vulnerability during construction/operation for Natural & Man-made Hazard
Table 7-1; Vulnerable Analysis
7.2 SAFETY ACTION PLAN
A safety plan mainly constituting the following shall be implemented during construction & Operation
Phases:
Risk analysis provides severity of harm from particular type of hazard.
7.2.1 ONSITE EMERGENCY PLAN
An onsite emergency is caused by an accident or hazard that takes place within the complex and the
effects are confined to the complex only.
The onsite emergency plan consists of following key elements:
➢ Health Hazards for construction activities
➢ Planning as per hazard analysis
➢ Preventive measures
➢ Emergency response procedure
➢ Recovery procedure
7.2.1.1 Measures to be undertaken for during construction phase
• Safety mats would be provided at appropriate level and various shafts/ openings would be
covered to prevent falls, slips, trips etc.
• Necessary safety belts, helmets and eye-masks as required would be enforced at site.
• Adequate guardrails shall be provided to the staircases and common areas.
• Adequate guardrails/ fences shall be provided around the water storage spaces to prevent
drowning accidents.
• Adequate protection/ fence would be provided around the excavated areas.
During Construction During Operation HAZARD IDENTIFICATION
Natural hazard
Earthquake For blocks which are under construction For all blocks
Flood For immediate areas of construction For complete complex
Man-made hazard
Fire & explosion For all areas working area For complete complex
Electrical For all areas working area For complete complex
Mechanical Cranes & Machineries Elevator & DG set room
Radiation Within the Complex Within the Complex
Thermal Within the Complex Within the Complex
Chemical Storage area Storage of Chemical
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• The machinery and the equipment would be regularly tested and maintained with the specific
emphasis against accidents failures.
• The deployed Safety officers would ensure that the personnel/ labour are kept at a safe
distance from working machinery to avoid accidents/ injuries due to toxic gases/ chemical/
noise.
• Moving parts of various parts of machineries/equipment shall be properly guarded.
• Required fire extinguishers would be maintained at the construction site.
• Arrangements for clean drinking water would be made.
• Rest rooms and first aid facilities would be made available for the workers
7.2.1.2 Action Plan
1. Mapping of hazard vulnerable area has been done in consultation with staff.
2. There has been Disaster Management Cell in place
3. The disaster management cell has following members to share the responsibility
I. Site Controller (Administrator)
II. Incident Controller (Asstt. Administrator)
III. Personal Manager
IV. Communication Officer
V. Fire Officer
VI. Security Officer
VII. Engineering In-charge
VIII. Fire pump attendant
IX. First Aid Team
7.2.1.3 Preventive Measures
A. Earthquake:
The project is situated in Seismic zone-IV area. Special attention was given to the structural
design of foundation, elements of masonry, timber, plain concrete, reinforced concrete, pre-
stressed concrete, and structural steel.
All applicable guidelines are followed in this regard to ensure safety of the building and its
staff. Structural designing has been done as per National Building Code 2005.
• Following Codes and Standards have been followed for earthquake resistant building: -
• IS 1893:1984 Criteria for Earthquake Resistant Design of Structures
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• IS 1893(Part 1):2002 `Criteria for Earthquake Resistant Design of Structures: Part 1 General
provisions and Buildings’
• IS 4326:1993 Earthquake Resistant Design and Construction of Buildings - Code of Practice
• IS 13827:1993 Improving Earthquake Resistance of Earthen Buildings – Guidelines
• IS 13828:1993 Improving Earthquake Resistance of Low Strength Masonry Buildings –
Guidelines
• IS 13920:1993 Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces
– Code of Practice
• IS 13935:1993 Repair and Seismic Strengthening of Buildings – Guidelines
• IS 4991:1968 Criteria for Blast Resistant Design of Structures for Explosions Above Ground
• IS 6922:1973 Criteria for Safety and Design of Structures Subject to Underground Blasts
B. Flooding:
• Proper designing of drainage system for domestic as well as storm water.
• Rain water harvesting pits have provision of storage for 15 min during peak (45mm/hr) rainfall.
• Excess water is disposed off to sewer of the area as per discharge standards.
C. Fire:
Fire safety measures shall be taken as per NBC Code. The fire-fighting system shall be designed
as per requirements of NFPA & as per NBC - 2016.
In case of fire, fire extinguisher will be used. Fire extinguishers are put at the entrance of
storage rooms. The Fire Extinguisher (FOG) System shall be provided as per fire safety plan.
The phone number of nearest fire service stations shall be displayed at various points and also
near the fire extinguishers.
The commercial complex project will be provided with fire protection arrangements such as
Manual call points, Underground water storage tank, Overhead storage tank, Portable
appliances, Exit signs, D. G. Set, P. A. System, staircase etc. from fire safety point view.
(i) Proposed Fire Safety Measures
– Fire Protection system shall be designed as per requirements of NFPA & National
Building Code – 2016
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– Fire hydrant risers connected to the hydrant system with Hydrant landing valves
with fire hose cabinet consisting of swinging hose reel, fire man’s axe, 63mm dia
canvas hose and nozzles.
– Externally fire hydrants will be located.
– Fire-fighting pumps of following capacity will be provided,
– Main Fire pumps for Hydrant System will be located.
– Main Fire pumps for sprinkler System will be located.
– Stand by pumps for Hydrant System will be located.
– Stand by pumps for Sprinkler System will be located.
– Jockey pumps will be provided.
– Booster pumps will be provided.
– Overhead & underground water tanks shall be provided for firefighting system.
– Automatic Fire Hydrant system as per NFPA – 14 shall be provided.
– Automatic Sprinkler system as per NFPA – 13 shall be provided.
– Automatic Fire Detection and Alarm System with Voice Evacuation system & PA
system as per NFPA – 72 shall be provided.
– Kitchen Hoods Fire Suppression system shall be provided.
– Portable Fire Extinguishers as per NFPA – 10 shall be provided.
– Gas Based Fire Protection System for Electrical Panels as per NFPA – 12 shall be
provided.
– Gas Based Fire Protection System for IT Rooms as per NFPA – 2001 shall be
provided.
– Refuge areas shall be provided as per NBC 2016 norms
Note: The capacities of underground fire water storage tank calculated for 1-hour capacity of pumping
sets. However, this needs to be confirmed as per the local chief fire officer’s requirement.
Following Fire-fighting codes and standards shall be followed in the Group housing:
LIST OF APPLICABLE STANDARDS FOR FIRE ALARM SYSTEM
(1) IS: 2189 - 1962 Code of Practice for Automatic Fire Alarm System.
(2) IS: 2195 - 1962 Specifications for Heat Sensitive Fire Detectors.
(3) IS: 732 - 1973 Code of practice for Electrical Wiring installation
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(4) UL 168 Under writer’s laboratory specifications for smoke detectors.
D. Electrical:
(i) Planning Stage:
Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC shall be complied.
The following safety measurement shall be considered
Earthing system
• The earthing system is based on the Indian TNS system. The earthing conductors proposed
to be used are Copper plate for neutral and body earth.
• The design of the system follows the Indian Code of Practice IS 3043: 1987.
• ELCB in Distribution Board
• One Earth Leakage Breaker sensitivity 30 mA has been used per phase in all Distribution
Boards
In addition to that, following measures have been adopted
• There shall be colour coding and labelling of high voltage electrical wires
• Sand bags/ wire bucket shall be placed near the electrical control/panel
• Installation of electrical equipment’s shall be properly done like insulation, guarding and
grounding.
• Work practices and handling of the electrical equipment’s shall be properly managed.
• Employees and workers shall be trained for awareness of safe work practices and systems.
• Properly maintained equipment’s and tools shall be used.
• Service of electrical equipment’s shall be done under the supervision of trained personnel.
• Temporary connections made for experimental reasons shall be safe and properly
insulated.
• Live electrical terminals shall be shielded.
(ii) Operation Stage:
• Have only licensed electricians install, repair and dismantle jobsite wiring.
• Check each extension cord before use.
• Do a thorough check for electrical wiring before cutting through any wall, floor or ceiling.
• Inspect power equipment’s on a regular basis.
• Check insulated tools for damage before each use.
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• Never modify electrical plugs.
• Keep extension cords in a safe place where they won’t be stepped on or driven over.
• Ensure that all electrical components stay dry.
• Use the right extension cord for the job.
1. Electric Hazards & Safety Measures
Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC shall be complied.
The Contractors shall, at their own expense, arrange for safety provisions as per safety codes
of Indian Standards Institution, Indian Electricity Act 1956 and such other Rules, Regulations
and Laws as may be applicable and as indicated below, in respect of all labour, directly or
indirectly employed in the work for performance of the Contractors’ part of this agreement.
The following safety measurements are considered:
➢ No inflammable materials shall be stored in places other than the rooms specially
constructed for this purpose in accordance with the provisions of Indian Explosives Act.
➢ Protective and safety equipment such as rubber gauntlets or gloves, earthing rods, line
men’s belt, portable artificial respiration apparatus etc. should be provided in easily
identifiable locations.
➢ Necessary number of caution board such as “Man on Line, don’t switch on” should be
readily available in easily identifiable locations.
➢ Standard first aid boxes containing materials as prescribed by the St. John Ambulance
Brigade or Indian Red Cross should be provided in easily identifiable locations and
should be readily available. Periodical examination of the first aid facilities and
protective and safety equipment provided has been undertaken.
➢ Charts (one in English and one in regional language) displaying methods of living
artificial respiration to a recipient of electrical shock was prominently displayed at
appropriate places.
➢ A chart containing the names, addresses and telephone numbers of nearest authorized
medical practitioners, hospitals, Fire Brigade and also of the officers in charge was
displayed prominently along with the First Aid Box.
➢ Steps to train supervisory and authorized persons of the Engineering staff in the First
Aid Practices, including various methods of artificial respiration with the help of local
authorities such as Fire Brigade, St. John’s Ambulance Brigade, Indian Red Cross or
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other recognized institutions equipped to impart such training was taken, as prompt
rendering of artificial respiration can save life at time of electric shock.
➢ No work shall be undertaken on live installations, or on installations which could be
energized unless one another person is present to immediately isolate the electric
supply in case of any accident and to render first aid, if necessary.
➢ No work on live L.T. busbar or pedestal switchboards should be handled by a person
below the rank of a Wireman and such a work should preferably be done in the
presence of the Engineer-in -charge of the work. When working on or near live
installations, suitably insulated tools should be used, and special care should be taken
to see that those tools accidentally do not drop on live terminals causing shock or dead
short.
2. ELCB in Distribution Board
➢ One Earth Leakage Breaker sensitivity 30 mA shall be used per phase in all Distribution
Boards
➢ In addition to that, following measures shall be adopted
➢ There shall be colour coding and labelling of high voltage electrical wires
➢ Sand bags/ wire bucket shall be placed near the electrical control/panel
➢ Installation of electrical equipment’s has been properly done like insulation, guarding
and grounding.
➢ Work practices and handling of the electrical equipment’s shall be properly managed.
➢ Employees and workers shall be trained for awareness of safe work practices and
systems.
➢ Properly maintained equipment’s and tools shall be used.
➢ Service of electrical equipment’s shall be done under the supervision of trained
personnel.
➢ Temporary connections made for experimental reasons shall be safe and properly
insulated.
➢ Live electrical terminals shall be shielded.
3. Earthing system
The earthing system is based on the Indian TNS system. The earthing conductors proposed
shall be used are Copper plate for neutral and body earth.
The design of the system follows the Indian Code of Practice IS 3043: 1987.
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E. Chemicals:
This is a Commercial complex no chemical container tanker shall be allowed inside the
complex.
The chemical hazard includes the following:
– Causing fire, explosion, Release of harmful /toxic gas or particles.
– Release of harmful /toxic gas or particles.
– Splashing of hot corrosive or toxic liquid.
To prevent chemical hazard following measures shall be taken:
– Use of safer chemicals as far as possible.
– Keep material safety Data Sheet (MSOS) of all chemical.
– Storage of chemical in appropriate container (which is safer for chemical)
– Storage of chemical at defined place will have spillage control system.
– Proper environment like ventilation, temperature.
– Use of chemicals by qualified and trained personals.
– Use of personal protective equipment (PPE) during handing of chemicals.
– Use of emergency procedures in case of leakage like
a) Fire-fighting – for fire
b) Spillage treatment
c) First aid
d) Evacuation of area
For Group housing projects following chemicals shall be used:
a) Cleaning agent (acid /caustic)
b) Insecticides
c) Medicines
– Cleaning agents can be treated by water.
– Insecticides have been contained with specified space during sand & cotton and waste
was sent to TSDF.
– The spray of insecticide was done by using gas mask.
– Medicines was disposed off with proper care.
F. Terrorism:
All the preventive measures shall be taken as given in security plan.
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G. Mechanical:
Mechanical hazards are created by powered operation of equipment’s or tools.
Mechanical hazards can occur at three locations:
1) Elevators
2) DG set room, Pump & motors room.
3) Vehicular Movement
Following preventive measures shall be taken.
– Elevators shall be properly maintained with record book of maintenance.
– Periodic replacement of critical components of elevator/ machine.
– Proper training to operators of machines.
– The protective guard will be installed at fan & motors.
– There will be safe distance demarcation on heavy machines like cranes (during
construction)
– Sign of danger at the hazard places.
H. Radiation:
The radiation hazard can be of two types:
– Ionizing Radiation (nuclear radiation)
– Nonionizing radiation (non-nuclear radiation)
In the Commercial complex, radiation hazard is non-ionizing.
The radiation can be prevented in following manner:
– Shielding of radiation.
– Safe distance from radiation source.
– Sign of radiation hazard at vulnerable areas.
I. Thermal:
Thermal hazards are objects or substances that transfer energy as heat.
Typical building can have following points of thermal hazard.
• Open flame
• Boiling liquid
• Hot machines/equipment’s
The thermal hazard can cause burn of skin; following preventive measures shall be taken:
a) The open flame area like kitchen and mess shall be restricted.
b) D.G set room will have restricted entry.
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c) Operators in the thermal hazard area shall be provided with protective gears like
gloves, goggles etc.
d) For emergency first aid room shall be maintained.
7.2.1.4 Emergency Response Procedure
Even after all the preventive measures for any emergency following infrastructure shall be
provided.
– Administrative office shall also make an Emergency Control Room.
– Assembly area shall be demarked for each type of flats
– Communication system shall be installed in the commercial complex which includes
intercom etc.
– Fire alarm shall be installed at vulnerable place.
– The evacuation plan of each building shall be displayed at each floor of respective
building.
– The safe zones (at the time of emergency) on map shall be displayed at different
locations.
– First Aid facility shall be made available at Control room.
In case of emergency following action shall be taken.
1) The emergency shall be declared in case of following:
– Fire alarm buzzing (Fire hazard)
– Vibration/Earthquake feeling (Earthquake)Water logging in the complex above 30 cm
(Flood)
– Water logging in the Commercial Complex above 30 cm (Flood)
– Any unusual smell of gas or suffocating feeling (Chemical leakage)
– Security alarm from main gate. (Security risk/Terrorism)
2) On declaration of emergency communication shall be made to working staff for any type
of emergency
3) All the residents of the affected area shall be moved to safe zone
4) The control measures shall be done as per the emergency action plan for each type of
hazard.
5) All the members of disaster management cell shall take charge of their respective duties.
6) Outside help like fire tender, police ambulance etc. shall be called by site controller or
Incident controller.
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7.2.1.5 Recovery Procedure
The recovery procedure will depend on the type of emergency. Recovery procedure shall be
followed by engineering section to restore the essential services like electricity, water,
telephone, food items.
7.2.2 OFFSITE EMERGENCY PLAN
If an accident take place in the complex and its effect are felt outside the complex, the situation thus
created is called an offsite emergency.
In this case off site emergency is not applicable.
7.2.2.1 SECURITY PLAN
An ISO 27001 and 27002, which are the international best practice information security management
standards, defining and guiding Information Security Management System (ISMS) development shall
be adopted. These will provide the necessary benchmarking for individual users to know the type of
cover and the responsibilities that are defined and provided by that institution for its guests. Most
importantly, training, to staff needs to be regularly imparted in dealing with such situations.
1. Manual Checks: At all gates the visitors and guest shall be manually checked and asked for
ID’s.
2. CCTV: At all important location with a remote viewing facility and record back up. With highest
resolution and picture quality. DVR being the back bone, its recording and replaying
capabilities must be considered.
3. Checks at Entrances: All car entering will be checked thoroughly inclusive of Bonnets, Luggage
Hold with hand held, metal detectors, mirrors and other checking stuffs.
4. Central Control Room: This will control the security system from inside.
5. Communication Systems: Proper communication system to security staff shall help them to
coordinate better during emergencies.
7.2.2.2 Training and Security Drills (including Surveillance System)
Disaster planning is the responsibility of all sections of the community. The police, fire brigade, civil
Défense, Home Guards, press, clergy, industrial groups, and community groups must participate in
the pre-disaster planning. The community as a whole has the responsibility to teach first aid to groups
in the community that could be utilized in disaster situations. The disaster may involve the normal
communication network itself. Therefore, two-way radio systems and messenger systems must be
included as backups in the event of a communication-system failure.
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Proper training, security drill and evacuation drill shall be conducted in a defined time period, so as
to train the management people, security personnel’s, senior staff and all other working staff in the
society to take control of all odds what so ever come in the way. These trainings shall be conducted
for use of weapons and Arms by some trained agencies for the said trainings. The training shall be
done periodically.
a) Preparation of Standard Operating Procedures
A standard operating procedure manual shall be prepared, followed and maintained for all the
eventualities due to attack by armed intruders.
b) Emergency Response Team
The disaster management cell shall act as an emergency response team shall be formed in the
complex which will comprise of persons from Internal Control room personnel, security staff,
trainers, Police Control, Army official, Nearest Hospital Management, Fire officer to take
control of any eventuality if comes in the complex.
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7.3 EVACUATION PLAN
Standard operating procedures will be formulated and maintained for all eventualities due to attack
by armed intruders.
Disaster planning is the responsibility of all sections of the community. The police, fire brigade, civil
defence, Home Guards, press, clergy, industrial groups, and community groups must participate in
the pre-disaster planning.
Evacuation plan includes the evacuation due to
▪ fire hazard
▪ Armed Intrusion
▪ Flood
▪ Earthquake
During any of the above-mentioned hazards, the evacuation will be as follows:
INFORM CONTROL ROOM
INFORM CONCERNED AGENCY
SUGGEST EVACUATION PLAN
SHIFTING STAFF TO INTERNAL SAFE AREA
FIRST AID
TRANSPORT INJURED TO NEAREST HOSPITAL
TRANSPORT PEOPLE TO SAFE PLACE
CALL NECESSARY HELP
Emergency Response Team
The disaster management cell shall act as an emergency response team shall be formed in the
complex which will comprise of persons from Internal Control room personnel, security staff, trainers,
Police Control, Army official, Nearest Hospital Management, Fire officer to take control of any
eventuality if comes in the complex. The nearest hospitals in the area are Ekta hospital, ECHS Poly
Clinic Sec-47 l, & Park hospital.
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Fig; 7-1 Disaster Management Cell
Safety In-charge
Fire & Safety Officer Security In-charge First Aid In-charge
Primary First Aid Person
Communication Hospital
Guards Fire Supervisor
Fire Trained Personnel
Security Guard
Communication Office
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7.4 OCCUPATIONAL HEALTH & SAFETY
A safety plan mainly constituting the following shall be implemented during construction & Operation:
During construction Phase During Operation Phase
• Safety mats would be provided at appropriate level and various shafts/ openings would be covered to prevent falls, slips, trips etc.
• Necessary safety belts, helmets and eye-masks as required would be enforced at site
• Adequate guardrails shall be provided to the staircases and common areas.
• Adequate guardrails/ fences shall be provided around the water storage spaces to prevent drowning accidents.
• Adequate protection/ fence would be provided around the excavated areas
• The machinery and the equipment would be regularly tested and maintained with the specific emphasis against accidents failures
• The deployed Safety officers would ensure that the personnel/ labour are kept at a safe distance from working machinery to avoid accidents/ injuries due to toxic gases/ chemical/ noise.
• Moving parts of various parts of machineries/ equipment shall be properly guarded
• Required fire extinguishers would be maintained at the construction site.
• Arrangements for clean drinking water would be made.
• Rest rooms and first aid facilities would be made available for the workers
• Fire Protection system has been designed as per requirements of NFPA & National Building Code – 2016
• The project is located in Seismic Zone III; structural designing will be done as per best structural engineering practices complying with all the applicable codes / standards.
• Proper designing of drainage system for domestic as well as storm water have been provided which will be maintained in future construction also.
• Rain water harvesting pits will have provision of storage for 15 minutes peak rainfall.
• Fire Protection system has been designed as per requirements of NFPA & National Building Code – 2016
• Proper Fire evacuation system have been provided which will be maintained in future construction also.
• Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC-2016 have been provided which will be maintained in future construction also.
• Periodic replacement of critical components of elevator/ machines.
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DAMAGE ASSESSMENT REPORT & REMEDIATION PLAN METHODOLOGY OF ASSESSMENT
As per notification vide S.O. 804(E) dated 14.03.2017 it has been notified that the violation cases/non-
Compliance will involve the assessment of ecological damage, remediation plan and natural and
community resource augmentation plan.
We have collected and analysed the data, for assessment of ecological damage, preparation of
remediation plan and natural and community resource augmentation plan and following
methodology will be adopted.
The overall impact on air, water, noise, soil and land environment will be assessed. In addition, it will
be weighed against the positive impact created on the socioeconomic scenario. To estimate the
impact produced, a framework has been designed as given ahead:
The place of activity is permissible for the purpose (like it should not fall in eco-sensitive zones etc.)
Environmental Sensitivity to be clearly defined
Status of work done till date
Status of activities (in quantitative terms) undertaken during violation period and extent of damage
CRITERIA OF ASSESSMENT
Negative impact indicates increase pollution load, vibration and public inconveniences
Positive impact in terms of increased income due to employment, or other ancillary activities. Also
benefits generated due to activities undertaken under corporate social responsibility
Criteria to be used to assess the impact due to the construction (as per the table below):
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Table 2: Criteria to assess the impact due to construction
Score Rating
4 Major
3 Moderate
2 Minor
1 Negligible
0 None
-1 Negligible
-2 Minor
-3 Moderate
-4 Major
Table 3: Matrix for Assessment of Damage Scale
Particulars Score Range
Extremely Damaging -61 to-80
Damaging -41 to-60
Minutely damaging -21 to-40
Not damaging significantly <-20
Objectives of Remediation Plan
To suggest control measures for preventing deterioration of air quality along with approximate cost
To suggest control measures for preventing deterioration of noise quality along with approximate
cost
To suggest control measures for preventing deterioration of water quality along with approximate
cost
Remediation plan of loss of top soil, loss of vegetation including trees and their approximate cost
To suggest control measures for keeping community safe from adverse effects of activity approximate
cost
Plan and suggest Development of shelter of green belt to improve environment
Natural and Community Resource Augmentation Plan:
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Augmentation plan will include various activities to be taken for augmentation of Natural Resources
like water, land vegetative cover in a time bound manner and estimation of financial implication.
Activities to be taken for augmentation of community resources. The key community resources
include —
It can be a physical structure or place -- a school, hospital, library, recreation center. It might also be
an unused building that could house a community center, a community owned forest, a park, a pond,
or other pasture and open space belonging to community.
It can be a community service that makes life better for majority of community members - public
transportation, early childhood education center, community recycling facilities, cultural
organization.
It can be an activity that provides jobs and supports the local economy.
The score calculated based on the above criteria along with the conditions given in TOR will be used
for damage assessment for estimation of the penal amount to be provided against creating impact
under violation.
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DAMAGE ASSESSMENT AND REMEDIATION MEASURES
For assessment of damage to environment following Environmental aspects has been identified: -
• Air Environment
• Water Environment
• Soil Environment
• Waste management
• Noise Environment
• Ecological Environment
• Community welfare
• Use of Natural resources
• Topography and Natural drainage
• Local Issues
• Environmental accidents
• Geological changes
• Hydrological changes
• Traffic planning
To assess these environmental parameters team has been deputed to assess preliminary assessment
of damage to environment. Based on site inspection and the documentary evidences the
environmental aspects vs activity has been filled.
Environmental Damage Assessed and its Remediation
The Damage Assessment and Remediation of environmental parameters along with Cost basis is
explained in the table No. 5:
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Table 4: Damage assessment and Remediation of Environmental components
Environmental component
Activities Damage Remediation
Air Environment
Transportation of construction material. The transportation of material was done using 4- 5 trucks & tractor daily (average), approx. 1JCB,1 crane, 1 loader and 1 excavator (long body).
Air emission from vehicular exhausts and handling of construction material
Plantation of trees around the project periphery including green crippers will help in neutralizing vehicular emissions.
Construction activity Gases emissions Proper Maintenance of construction equipment/ machineries, etc
Operation of construction machineries and DG sets
Air pollution due to particulates and gases DG Sets of 1 x 125 KVA was used for construction of project. In operational phase, Total 2x 500 KVA & 1x 250 will be the main source of Air pollution.
Dust suppression and water sprinkling system will be installed for suppression.
Water Environment
Stay of construction workers (Domestic consumption)
For 100 labours, 5 KLD of Water for domestic purpose was sourced through the canal water/ river water tankers
Low water consumption fixtures to be installed and STP treated water shall be reused for flushing, Gardening & DG cooling. The total water requirement will be 164 KLD out of which fresh water requirement will be 40, which will be met by HUDA/municipal supply
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The rainwater will be channelized and collected in the 3 no which will recharge the ground water.
Channelization of Rainwater Harvesting structures for water requirements.
Construction activity
4 KLD of waste water generated from the construction site was disposed off to septic tanks followed by soak pits
Wastewater generation shall be 70 KLD which shall be treated in 90 KLD Sewage Treatment Plant. 66 KLD of treated water shall be reused for flushing, gardening, cooling & Misc. purposes.
Average 15 KLD of water was required during construction work which was met through STP Tanker supply
Soil Quality Soil Excavation
The project was conceptualized with 3 level basement & foundation hence 37127.4 m3 of soil was excavated for 3 level of basements & foundation.
Land reclamation of nearby area- The excavated soil was re-used for backfilling, levelling & other purposes to the extent possible and rest unused soil was handed over to contractor as per the agreement for final disposal. The Contractor had sold the soil for ongoing construction of roads & highways in the nearby area. Top soil has already been used in green area development.
Waste Management
Generation of Solid waste during construction activities
Contamination/degradation of soil/water quality
Approx. 235 kg/ day of organic waste will be treated in an inhouse Organic Waste Convertor.
Non- biodegradable waste (84 kg/day) & plastic waste (17 kg/ day) will be given to the recycler for recycling
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Generation of Hazardous wastes
Used DG oil was generated as Hazardous waste
Used oil generated from the DG sets of 2 x 500 & 1 x 250 KVA will be given to DG set service provider for disposal of used oil
Noise Environment Operation of construction machineries and DG sets
Health issue to the construction workers due to increase in noise levels from construction activities, operation of equipment and machineries and operation of DG sets
Plantation of trees around the project periphery including green crippers will act as Barricades around the project
Noise barrier around the project
Ecological Environment
Site clearance
No significant flora and fauna at project site
Total plantation area after complete development of the project, will be 1528.657 m2 (20 % of net plot area). Total 100 no of trees shall be planted.
Community welfare
Secure facilities to the construction workers
Structure of road
Infrastructure at village area.
Use of natural resources
Energy use was through diesel and petrol
Rain water Harvesting for Ground water recharge
Sprinkling and watering of plantation on nearby roads
Topography and Natural drainage
Excavation During construction period the natural contour is disturbed which may affects the natural flow of water
Natural drains near the project to be maintained in order to maintain the natural flow of water, which was disturbed during excavation work.
Local Issues
The nearest habitat is Tikri village which is 0.42 Km in W direction. There were other projects in the vicinity and no local issues. There was noise during construction
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activities. Dust was generated during excavation & transportation. The land was vacant land and converted into commercial complex.
Environmental Accident
The project work was done by experienced and qualified contractor hence no environmental accident like land subsidence or land slide happened.
Geological changes
There was no mineral at project site and there was only ordinary soil. The soil excavation and construction of basement has changed the geological profile
Hydrological changes
There was no use of ground water in the area. The water level in the Gurgaon region ranges between 20 and 30 m in major parts which is due to Urbanization and industrialization in this area parts which is due to Urbanization and industrialization in this area.
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Damage Matrix
STEPS WORK
ENVIRONMENTAL ASPECTS
EMISSIONS TO AIR
RELEASES TO WATER
WASTE GENERATION
LAND Degradation
USE OF NATURAL RESOURCES AND RAW MATERIALS LOCAL ISSUES
TRA
NSP
OR
T IS
SUES
ENV
IRO
NM
ENTA
L A
CC
IDEN
TS
EFFE
CTS
ON
BIO
DIV
ERSI
TY
No
ise
Po
lluti
on
Soil
Qu
alit
y an
d M
anag
emen
t
Geo
logy
Hyd
rolo
gy
TOTA
L
Current Status P
M
Gas
eou
s Em
issi
on
s
Exec
uti
on
of
fou
nd
atio
ns
and
re
tain
ing
wal
ls
Cle
anin
g p
roce
ss
of
mac
hin
ery
& t
oo
ls
San
itar
y w
ater
C&
D w
aste
No
n-H
azar
do
us
was
te
Haz
ard
ou
s &
E-W
aste
, Bat
tery
W
aste
D
um
pin
g d
ue
to
u
se
of
co
nst
ruct
ion
mac
hin
ery
Use
of
con
cret
e re
leas
e an
d
surf
ace
clea
nin
g ag
ents
D
um
pin
g o
f oth
er li
qu
id w
aste
Ch
ange
in
nat
ura
l d
rain
age
&
top
ogr
aph
y W
ater
Ener
gy
Raw
Mat
eria
ls
No
ise
an
d v
ibra
tio
ns
Od
ou
r
Du
st
Lan
dsc
ape
Alt
erat
ion
STEP 1
Land occupation 100
STEP 2
Removal of vegetation or old buildings 100 -4 -2 -2 -3 -3 -3 -2 -1
-20
STEP 3
Excavation work 100 -3 -1 -1 - -3 -3 -2 -3 -2 -3 -3 -4 -2 -4
-34
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STEP 4
Foundation 100 -2 -1 -3 -1 -3 0 -3 -2 -3 -3 -3
-24
STEP 5 Piling 100 0 0
STEP 6
RCC Work 100 -2 -1 -4 -1 -3 -2 -3 0 -2 -2 -4 -4 -2
-30
STEP 7
Masonary Work 100 -2 -1 -3 -4 -3 0 -2 -2 -4 -2
-23
STEP 8 Roofs 100 -2 -1 -3 -3 -2 0 -2 -3 -2
-18
STEP 9
Timber work (Door and windows) 60 -3 -3 -2 0 -2 -3 -4 -4 -3
-24
STEP 10
Piping of water & sewage 100 -1 -1 -3 -2 0 -2 -2 -2
-13
STEP 11
Drainge system 100 -1 -2 -2 -2 0 -3 -2 -2 -3 -1 -3
-21
STEP 12
Sewage Treatment Plant 60 -2 -1 -3 3 -2 -4 -1 -3 3 4 -4 -4 -2 -2 -3 4 4 -2 4 3 -8
STEP 13
Rainwater Harvesting 100 -2 -2 -2 -4 -3 -3 -3 -3 -2 -2 -1 -1 -2 3
-27
STEP 14
Plantation 20 3 3 2 2 1 1 2 2 2 4 3 3 -2 2 2 3 3 4 4 3 3 4 3 3 -2 3 61
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STEP 15 Roads 100 -2 -1 -3 -3 -3 -2 -2 -3 -3 -3 -2 -3 -4 -4 -4
-42
STEP 16
Installation of Electrical, mechanical items and fire 10 -1 -2 -3 -3 -4 0 -3 -2 -2
-20
STEP 17
Plastering 50 -3 -3 0 -3 -2 -3 -1
-15
STEP 18
Bathroom fitting & Plumbing work 0 -2 -1 -2 -2 -2 -2 0 -4 -2 -3 -1 -3
-24
STEP 19 Flooring 0 -3 -1 -1 -2 -2 -3 0 -3 -2 -3 -1 -3
-24
STEP 20
Painting and exteriors 0 -4 -3 -3 0 -4 -2 -3 -3 -3 -2 -4 -1
-32
TOTAL -32 -10
-18 4
-26
-19
-14
-38 7 -7
-15
-36
-31
-33
-14 -7 -8 4 -9 7 8
-31 -5
-12 -3
-338
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Impact summary
Table 5: Impact Summary as per construction status
ENVIRONMENTAL BASELINE MATRIX
S. No.
Identification Damage Evaluation
Environmental Element/ Units
Base Scale Impact
(Percentage %) (Negative/Positive)
1 Emissions to Air (-)21 Minutely Damaging
2 Releases to Water (-)4.7 Not damaging significantly
3 Waste Generation (-)19.7 Not damaging significantly
4 Land Contamination (-)13.3 Not damaging significantly
5 Use of natural resources and raw materials
(-)33.3 Minutely damaging
6 Local Issues (-)6.3 Not damaging significantly
7 Transport Issues (-)9 Not damaging significantly
8 Environmental Accidents (+)7 Positive
9 Effects on Biodiversity (+)8 Positive
10 Noise Pollution (-)31 Minutely damaging
110 Soil Quality and Management (-)5 Not damaging significantly
12 Geology (-)12 Not damaging significantly
13 Hydrology (-)3 Not damaging significantly
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COST SUMMARY
Remediation Plan
Table 6: Cost summary
S.NO ITEM ACTION PLAN (PROPOSED/ UNDERTAKEN) BUDGET IN RS. (Lakhs)
1. Air Environment
Plantation of trees around the project periphery
3.63
Installation of Dust suppression and water sprinkling system
1.09
Maintenance of construction equipment/ machineries
0.6
2. Water Environment Low water consumption fixtures 6
Channelization of Rainwater harvesting structure
9
3. Soil Quality Land reclamation of nearby area 8.7
4. Waste management Segregation and provision of Organic waste convertor
12
5. Noise Environment Plantation of trees around the project periphery
3.63
Noise barrier 3
6. Ecological Environment Landscaping and plantation around project 3.63
7. Topography and Natural Drainage
Natural drains near the project to be maintained
8.74
TOTAL 60.02
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Augmentation Plan
S.NO ITEM ACTION PLAN (PROPOSED/ UNDERTAKEN) BUDGET IN RS. (Lakhs)
1. Community welfare Proper transport planning by providing roads 9.0
Infrastructure at village area 6.0
2. Use of Natural resources Rain water Harvesting for ground water 5.0
Sprinkling and watering of plantation on nearby road.
5.0
TOTAL 25.0
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Chapter 8: PROJECT BENEFITS
Social Benefits:
• The proposed project has provided employment opportunities to 150 no of labours during
construction phase.
• It has led to increase in the infrastructure of the area and encouraged others for further
development of the area
• It will increase Infrastructure of the area & will be a planned & managed development in
the area.
• It will set a precedent for others to develop planned Commercial Complex which will
cumulatively help the area to be much more managed in future.
Environmental Benefits:
• Green area of 1528.657 sqm will be developed after completion of the project which will
serve a positive influence toward the environment.
• The construction and operation will promote a healthy environment for all involved, and
it will not disrupt the land, water, resources and energy in and around the building.
• Energy efficient building material during construction stage will help in the reduced impact
on environment directly & indirectly.
• The planned Commercial Complex will prove to be an Environment friendly (with minimal
air & noise pollution impacts & well managed waste & waste water) healthy & green (with
proper landscaping), spacious (with proper parking, traffic circulation, play area & open
spaces) & safe premise (a gated & guarded society) for living. People will have more open
and green spaces, bringing them closer to nature & away from the rush & fuss of the
polluted cities.
Financial Benefits:
• Additional revenue generation will be provided after completion of commercial complex.
Major income source to an important section of society and also to the upcoming investors.
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Chapter 9: ENVIRONMENT MANAGEMENT PLAN
The Environment Management Plan (EMP) is a site-specific plan developed to ensure that the
project is implemented in an environmentally sustainable manner where all stakeholders
including the project proponents, contractors and subcontractors, including consultants,
understand the potential environmental risks arising from the proposed project and take
appropriate actions to properly manage that risk. Adequate environment management measures
need to be incorporated during the entire planning, construction and operating stages of the
project to minimize any adverse environmental impact and assure sustainable development of
the area.
The EMP presented below will be followed and regular monitoring of relevant parameters as
stated in post – project monitoring schedule shall be carried out. The EMP shall be proactive in
nature and shall be upgraded if new facilities or modification of existing facilities, with
environmental concerns, come up at a later stage.
EMP includes four elements:
• Commitment and Policy: Proposed project will strive to provide and implement the
Environment Management Plan that incorporates all issues related to air, land and water.
• Planning: This includes identification of environment impacts, legal requirements and
setting environmental objectives.
• Implementation: This comprises of resources available to the developers, accountability
of contractors, training of operational staff associated with environmental control facilities
and documentation of measures to be taken.
• Measurement and Evaluation: This includes monitoring, corrective actions, and record
keeping.
The EMP ‘s that will be into place consist of those during construction and operating stages of the
project and includes the following elements:
• Air Pollution Control and Management
• Water Pollution & Control (Sewage Treatment Plant)
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• Storm Water Management
• Noise Control and Management
• Hazardous and Solid Waste Management
• Plantation, Landscaping and Land Management
• Environmental Management Plan Cost
• Social Commitment
9.1 AIR ENVIRONMENT/ DUST MITIGATION MEASURES
9.1.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION PHASE
During Construction phase (Already done):
Air quality around the project was impacted during the construction stage. Various construction
activities especially related to lose material cause generation of dust that impacted the air quality
of the surrounding area of the project site. To minimize such impact, following measures were
taken:
➢ The air emission due to the construction activities was limited only for specified period of
construction. However, there is buffer zone between the site and the road, which was
developed as green area and which was further reducing the impact on ambient air due to
the construction.
➢ Water sprinkling was done to reduce the dust generation.
➢ Grinding and cutting of building materials in open area was prohibited.
➢ Vehicles used in transportation of construction material had PUC certificates.
➢ Material required for construction was stored only within earmarked area and road side
storage of construction material and waste was prohibited.
➢ The C & D wastes generated was kept covered at site and was reused to the extent possible
and rest unused Construction and Demolition Waste was handed over to contractor as per
the agreement for final disposal.
➢ Proper nose masks were provided to the workers who were engaged in dust generating
activities.
➢ DG Set of 125 KVA was installed.
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➢ RMC was used instead of batching plant.
During Construction phase (Future):
Air quality around the project shall be impacted during the construction stage. Only exterior
finishing work has been left, Mechanical, electrification and stabilization of STP, installation of DG
sets & plantation work is yet to be done. To minimize impact of such activities on air, following
measures shall be taken for further construction:
➢ Wind-breaker of appropriate height i.e. 1/3rd of the building height and maximum up to
10 meters shall be provided.
➢ Water sprinkling system shall be put in place using spraying Nozzles and shall be done
every hour by fixed sprinkling system.
➢ Grinding and cutting of building materials in open area shall be prohibited.
➢ Material required for exterior finishing shall be stored only within earmarked area and
road side storage of construction material and waste shall be prohibited.
➢ Only covered vehicles carrying construction material and waste shall be permitted inside
the complex.
➢ The C & D wastes generated shall be kept covered at site and shall be reused to the extent
possible and rest unused Construction and Demolition Waste shall be handed over to
contractor as per the agreement.
➢ Roads leading to or at construction sites shall be paved and blacktopped (i.e. metallic
roads).
➢ Proper nose masks were provided to the workers who were engaged in dust generating
activities.
➢ No loose soil or sand or Construction & Demolition Waste or any other construction
material that causes dust shall be left uncovered.
➢ DG Set of 125 KVA with adequate stack height shall be installed.
9.1.2 ENVIRONMENT MANAGEMENT DURING OPERATION PHASE
The source of air pollution in the project will be due to operation of DG sets within the Commercial
Complex. DG sets of capacity 2 x 500 KVA & 1 x 250 KVA of total capacity shall be the only sources
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of air pollution for which proper stack height as per CPCB norms shall be provided. The DG sets
are yet to be installed. 78 trees shall be required in the complex and 80 trees shall be planted.
Maintenance of proper stack height of D.G. Set shall help in reducing the air pollution. The stack
height of DG sets shall be calculated as per the details given below:
TECHNICAL SPECIFICATION
1. Channelization of Exhaust:
The exhaust from the D.G. Sets shall be channelized to chimney.
2. Chimney:
S. No. DG sets proposed Nos. Stack Height Location of DG sets
1. 500 KVA 2 4.5 m above roof level Basement
2. 250 KVA 1 3 m above roof level Basement
Emission Standard;
As per the specifications from D.G. Set manufacturer following emissions shall be maintained.
D. G. Set. Capacity No PM
gm/KW-hr
Nox
gm/KW-hr
HC
gm/KW-hr
CO
gm/KW-hr
500 KVA 2 0.3 9.2 1.3 3.5
250 KVA 1 0.3 9.2 1.3 3.5
9.2 WATER MANAGEMENT
9.2.1 WATER MANAGEMENT DURING CONSTRUCTION
During Construction phase (Already Done):
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During the construction of the proposed project, the services required like water supply and
sewage facilities was arranged on a temporary basis and the same were maintained without any
adverse impact on the environment. During Excavation of the Basement no dewatering was done.
➢ 15 KLD of water required during construction work was met through STP Tanker supply.
For 100 labours, 5 KLD of Domestic water was sourced through the tankers.
➢ 4 KLD of waste water generated from the construction site was disposed off to septic tanks
which were cleaned every 10 days.
➢ Run-off from the construction site was channelized to drains leading to road side drain of
the area.
During Construction phase (Future):
During the construction of the proposed project, the services required like water supply and
sewage facilities shall be arranged on a temporary basis and the same shall be maintained without
any adverse impact on the environment.
➢ 5 KLD of Water required during construction work shall be met through STP Tanker supply.
For 50 labours, 3 KLD of Domestic water was sourced through the tankers.
➢ Mobile Toilets shall be provided and 2 KLD of Wastewater shall be generated from Mobile
Toilets which shall be cleaned regularly.
➢ During the construction period, runoff from the construction site shall not be allowed to
stand (water logging) or enter into the roadside or nearby drain. The runoff due to rain
water from the site shall be used to recharge the ground water through already
constructed 2 no. of RWH pits.
➢ The vehicles carrying construction material and construction debris shall be cleaned before
it is permitted to ply on the road.
➢ Wheel washing arrangement of construction vehicle shall be provided at site.
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9.2.2 WATER MANAGEMENT DURING OPERATION PHASE
The Total water consumption of the complete complex shall be 106 KLD and wastewater
generation shall be 70 KLD which shall be treated in 100 KLD Sewage Treatment Plant. Civil work
of STP is completed, only Mechanical, electrification and stabilization are yet to be done. 66 KLD
of treated water shall be reused for flushing, gardening, DG cooling & Misc. purposes. There will
be no excess treated water discharge in the complex. The total water requirement breakup for
the proposed project is given below:
Water Requirement & Management: -
Population Factor in LPCD
Requirement in KLD
Domestic in KLD
Flushing in KLD
Waste Water in KLD
Service Apartments 300 135 41
Staff 554 45 25
Visitor 785 15 12
Total 1639 78 KLD 40 KLD 38 KLD
Waste water discharge 32 KLD 38 KLD 70 KLD
Gardening 6
DG & HVAC cooling 21
Misc. 1
Total 106 KLD 70 KLD Table 9-1 Water Management
WATER BALANCE DIAGRAM: -
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SCHEME OF SEWAGE TREATMENT PLANT:
As stated earlier the wastewater generation from complete complex shall be 70 KLD which shall
be treated in 100 KLD Sewage Treatment Plant based on MBBR Technology. The Sewage
Treatment Plant based on MBBR technology offered has some distinct advantages over
conventional activated sludge processes. The scheme is proven, under a variety of operating
conditions, and is highly flexible in operation.
TREATMENT PROCESS:
It is proposed to treat the complete wastewater in a scientific manner through a properly planned
treatment plant. The objective is to stabilize the decomposable organic matters present in sewage
so as to get an effluent and sludge having characteristics which are within safe limits. To have an
efficient treatment system, this aeration system is proposed consisting of MBBR Technology. The
sewerage treatment plant can be constructed in such a way that it becomes viable by providing
Treated water and sludge that can be used as for manure for further use.
Following are the benefits of providing the Sewage Treatment Plant in the present circumstances:
• It is mandatory as per the latest requirements to provide the Sewage Treatment Plant.
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• Reduced net daily fresh water requirements from various sources, by utilizing the treated
water.
• Reduced dependence on the public utilities for water supply and sewerage systems.
• Solid waste generated from the Sewage Treatment Plant shall be rich in organic materials
and is an excellent fertilizer for horticultural purposes.
Different Components of the Plant
In the proposed treatment scheme the following component unit shall be provided:
➢ Screen chamber
➢ Bar screen /Grit chamber within effluent collection sump.
➢ Submersible type raw effluent re-lift pumps
➢ Equalization tank
➢ MBBR tank/ Aeration tank
➢ Tube settler
➢ Clarified Water, Filtered Water & Soft Water Storage Tanks
➢ Filter feed pump
➢ Tertiary Treatment Units (Filtration, U.V treatment)
➢ Treated Water Supply Pumps
➢ Sludge return pump
➢ Sludge holding tank
➢ Centrifuge for solid waste management
➢ Sludge loading pumps
➢ Sludge drying beds, Centrifuge/Filter Press
PROCESS DESCRIPTION
a) Raw sewage from main sewer line should be collected through gravity pipes into the screen
chamber. This manually cleaned screen should be provided to remove floating and big size
particles which may otherwise choke the pumps and pipe lines.
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b) After screening, the waste water should be allowed to pass through a grit chamber to remove
the grit material. The screens and grit chambers shall be accessible so that they may be
manually cleaned from time to time.
c) The screened waste water from the Grit chamber should then pass into the equalization tank
to homogenize the waste water quality and also even out flow fluctuations and feed waste
water of uniform quality at constant rate to subsequent treatment units.
Air mixing should be provided to mix the contents of the equalization tank. A coarse bubble
aeration grid should be provided to mix the contents of the equalization tank and also to avoid
septic conditions in the tank. From the equalization tank the wastewater will be pumped into
an MBBR Tank.
d) The MBBR process uses small plastic carrier elements to provide growth sites for bacteria
attachment in a suspended growth medium. The carrier elements shall allow a higher biomass
concentration to be maintained in the reactor. This shall increase the biological treatment
capacity for the given reactor volume.
e) The carrier elements shall be continuously kept in suspension by the aeration system. The
agitation pattern in the reactor shall be designed to provide an upward movement of the
carriers across the surface of the retention screen which creates a scrubbing effect to prevent
clogging. Combination of fine & coarse bubbles may be provided to provide oxygen as per
detailing.
f) From the MBBR tank mixed liquor shall flow by gravity into the Tube settler. The solids will
settle in the tank. The sludge that settles down shall be transferred to sludge holding tank via
sludge loading pumps, with provision of sludge return to the bioreactor if necessary.
g) From the tube settler, treated wastewater will be fed by means of filter/softener feed pump
sets to pass through dual media filters, activated carbon filters and softeners and stored in the
filtered water and soft water storage tanks. The activated carbon filters shall ensure removal
of all coloration and odours present in the treated effluent.
h) The filtered, clean and odourless water from filtered water tank is then fed through a variable
frequency drive hydro-pneumatic system to the external treated effluent rings as per the
master plan, from where connections are taken to the garden hydrant system and to each unit
for flushing water as per detailing.
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i) Excess sludge from the tube settler will be taken periodically into sludge holding tank. In this
tank sludge will be aerated for self-stabilization. Air will be shut off periodically and
superannuate water will be transferred to the aeration tank creating stabilized sludge. The
final sludge shall be de-watered through a centrifuge mechanism. Sludge loading
arrangements shall also be provided for direct disposal of sludge to sludge tankers / trolleys.
Raw Sewage Characteristics:
pH - 7.15 – 8.2
BOD mg / l 200-250
COD mg / l 300-400
TSS mg / l 100
Oil & Grease mg / l 10-50
Treated Sewage Characteristics
pH - 6.5 – 7.5
BOD mg / l < 5
COD mg / l < 50
TSS mg / l < 10
Oil & Grease mg / l < 2
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Hydraulic flow Diagram of STP is enclosed as Fig below:
9.3 RAIN WATER HARVESTING
2 nos. of Rain Water Harvesting pits are proposed in the complex which has already been installed.
Scheme for Ground Water Recharging
The rainwater will be diverted from the rooftop using rain water pipes to the surface /
underground drainage network. The entire campus will be sub divided for recharging structures.
The rainwater will be diverted into the de-silting tank to remove inorganic impurities and the
outflow of the de-silting tank is taken into the recharge well.
De-silting Tank
The de-silting tanks will be used to remove silt and other floating impurities from rainwater. De-
silting tank is like an ordinary container having provision for the inflow, outflow and overflow.
Apart from removing silt it holds the excess amount of water till it is soaked up by the recharge
structure. The bottom of tank will have unpaved surface (layers of coarse sand) to allow standing
water to percolate into the soil. The rainwater collected in these de-silting chambers shall be
utilized for horticulture.
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Recharge well
The Recharge Well consist the pit with 150 mm UPVC perforated pipe will be lowered in the middle
of the boreholes and the pit will be filled with gravel and pebbles consisting of boulders, gravel
and coarse sand. The mouth of the PVC pipe shall be protected to avoid silt getting into it. The
depth of the bore will depend on the soil condition/water strata. The schematic diagram is
enclosed. It should be therefore concluded that there is no significant impact on surface water
quality & hydrology of the area. The proposed rainwater-harvesting scheme will stabilize the
groundwater table in the area.
RWH PIT-1 (Already Installed) RWH PIT-2 (Already Installed)
Rain Water Harvesting Plan:
Soil Quality : Silty Sand
Number of Harvesting Pit : 2 installed
Annual Rainfall : 723 mm
Infiltration Rate : 20.3 mm/hr
Porosity : 35%
Peak Hourly rainfall : 45 mm/hr
Size of each pit : Dia-3.2 m and Depth- 4 m
S. No.
Description of Area
Area Considered (Sq. M)
Harvesting Factor / Collection Efficiency per area
Intensity rainfall for recharge (45 mm/hr)
Total Volume of Water Available for Rain Water Harvesting annually
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1 Water Available from Terraces of Apartment buildings and other roof-top surfaces
2969.53 sqm 0.85 11 28
2 Road and Open area 3145.098 sqm
0.65 11 22
3 Green Area 1528.657 sqm
0.20 11 3
GRAND TOTAL 7643.285 sqm 53.0 cum
Table 9-2; Rain Water Harvesting collection scheme
Diagram for rainwater harvesting pits
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Maintenance plan for rainwater harvesting pits
• All the storm water drains shall be kept clean.
• No contaminated water shall be diverted into the storm water drains. Necessary
peripheral drains shall be constructed to divert the runoff to the Rain Water Harvesting
pits.
• Before the onset of the monsoon all the catchment area shall be cleaned so as to avoid
any contamination in fresh water.
• A mesh shall be provided on the mouth of the inlet to discard the debris entering into the
collection tank. A sluice/ shutter shall be provided to ensure that no water other than
rainwater shall be diverted to the Rain Water Harvesting pits.
• Rain Water Harvesting pits shall be cleaned Quarterly.
9.4 NOISE ENVIRONMENT
9.4.1 DURING FUTURE CONSTRUCTION PHASE
During Construction phase (Already Done):
During the construction stage, expected noise level is in the range of 80-100 dB (A) which
decreases with increase in distance. Hence all the construction activities were carried out during
the daytime.
➢ During the construction stage, all the construction activities were carried out during the
daytime.
➢ The noise due to the construction activities was limited only for specified period of
construction. However, there is buffer zone between the site and the road, which has been
developed as green area and which was further reducing the impact on ambient noise due
to the construction.
➢ DG set of 125 KVA used in construction was acoustically enclosed.
➢ Ear Muffs were provided to labor working in high noise areas.
➢ All the machineries were maintained regularly to reduce the noise level.
During Construction phase (Future):
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• During the construction stage, expected noise level is in the range of 80-100 dB (A). Hence
all the construction activities shall be carried out during the daytime.
• All the machinery and equipment shall be regularly maintained to reduce the noise level.
• Due to the construction activity for the project there will be some noise generation due to
the movement of vehicles carrying construction materials and as this will be only a
temporary phenomenon, it will be managed by properly regulating the movement of
vehicular traffic so that the ambient air quality with respect to noise is not adversely
affected.
• To prevent any occupational hazard, ear muff / ear plug shall be given to the workers
working around or operating the plant and machinery emitting high noise levels. Operation
of such plant or machinery shall be strictly be prohibited during night hours. Careful
planning of machinery operation and scheduling of operations shall be done to minimize
such impact.
• DG sets of capacity 125 KVA shall be installed acoustically enclosed. Noise barriers shall be
installed to reduce traffic noise & vibrations & Green belt shall be developed
9.4.2 DURING OPERATIONAL PHASE
The main source of the noise pollution will be DG sets. DG sets of capacity 2 x 500 KVA & 1 x 250
KVA shall be provided acoustically enclosed in
• The DG sets shall be properly & timely maintained & fitted with residential silencer and
shall be bought acoustically enclosed in a room in basement.
• No honking zone shall be maintained.
• For vibration control, DG Sets shall be mounted on the Anti-vibration pads to
eliminate/limit the vibrations due to DG sets running.
Insulation of air inlet and outlet points The sound travels along with air therefore it is necessary to control the travelling sound with the
help of insulated ducts [2” glass wool pads and perforated sheets] and louvers at inlet and outlet
air points. The ducts have S-type shape to prevent any direct escape of noise Insulated service
door
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The maintenance and servicing of D.G. set is done using a suitable service door of 5’ x 7’ size. The
door is made of MS sheet and frames fully insulated with 3” thick glass wool pad followed by
perforated aluminium sheets.
Antivibration Pads
DESIGNING OF CANOPY OF DG SETS
Specification of D.G set:
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• The DG sets are manufactured with the lowest noise levels in its range and are CPCB
certified for emissions compliance, thus are environment friendly.
• Engine and alternator are mounted on a common MS fabricated base frame with AVM
pads. Hence generated minimum vibration.
• Fuel tank suitable for 8 hours of operation
• Engine: diesel generating sets, are radiator cooled, four stroke and multi-cylinder,
conforming to BS 5514/ISO 3046.
9.5 SOIL MANAGEMENT & WASTE MANAGEMENT
9.5.1 DURING CONSTRUCTION PHASE
During Construction phase (Already Done):
➢ For 100 labours, total 15 kg/ day of solid waste was generated from labours which was
collected and disposed off at designated MSW dump site.
➢ Used oil whenever generated from the DG sets was kept in an isolated area and in leak
proof container and its disposal was managed by contractor as DG sets were owned by
contractor.
➢ The C & D wastes generated was kept covered at site was reused to the extent possible
and rest unused Construction and Demolition Waste was handed over to contractor as per
the agreement for final disposal.
➢ Approximately, 37127.4 cubic meters of soil had been excavated for providing foundation
and 3 level basements. However, permit for excavation of 14033 MT was granted by
Department of Mines & Geology, Gurgaon, Haryana vide memo no. 853 dated 29.10.10.
During Construction phase (Future):
➢ For 50 labours, approx. 8 Kg/day of Municipal Solid Waste shall be generated from
temporary labours which shall be disposed off as per Municipal Solid Waste Handling
norms.
➢ Used oil whenever generated from the DG sets shall be kept in an isolated area and in leak
proof container and shall be sent to approved recycler.
➢ C&D waste generated shall be disposed off as per Construction and Demolition Waste
Management and Handling Rules, 2016.
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➢ E-waste if generated shall be disposed off as per E-waste Management and handling rules,
2016.
9.5.2 DURING OPERATIONAL PHASE
MUNICIPAL SOLID WASTE MANAGEMENT:
Approx. 336 Kg/day of solid waste shall be generated out of which 235 kg/day of organic waste
shall be generated which shall be treated in organic waste converter and converted to manure.
The recyclable waste of 84 kg/day & 17 Kg/day of plastic waste shall be handed over to approved
recycler.
Specification of Organic waste converter are given below:
Biodegradable Waste
No. of OWC
Batch Capacity
Curing Capacity
Time Taken No of Batch
235 kg/day 1 25/batch 135 kg/day Machine Time= 15-20 m Total Time=1 hr
9 batch/day
No. of organic waste converter = 1 Nos.
Volume of waste = 0.235 tonnes/day
Volume of waste = 0.47 cum
Capacity of curing for 10 days = 4.7 cum
Space area for curing (Assuming 0.3m tray height) = 15.6 m2
Space for organic waste converter = 1.74 m x 1.06 m = 1.84 m2
Area required for storage and management of solid waste = 9 m2 + 1.84 m2 = 17.44 m2
Type of Waste Colour of Bins
Category Disposal Method Total Waste (Kg/day)
Organic Waste Green Bio Degradable
The waste shall be treated in organic waste converter and converted to manure.
235
Recyclable Items
Blue Recyclable Recycler 84
Plastic waste Green Recyclable Recycler 17
Total 336 kg/ day
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Area provided for storage and management of solid waste = 75 m2
HAZARDOUS WASTES:
Type of Waste
Colours of Bins
Disposal Method Total Waste
Used Oil (Schedule 5.1)
Black with Label
Waste shall be collected in leak proof containers at isolated place and then it will be given to approved vendor of CPCB as per Hazardous Wastes (Management and Transboundary Movement) Rules 2016.
19 lit/month
E-WASTE MANAGEMENT:
Type of Waste
Colors of Bins
Disposal Method Total Waste
Electronic Black with Label
It will be collected and given to approved recycler of State Pollution Control Board as per Electronic Wastes (Management & Handling) Rules, 2016.
5 Kg/month
BATTERY WASTE
Battery waste shall be generated from the invertors, UPS, etc. The batteries waste shall be given
to battery recycler as per the Battery waste (management & handling) Rules, 2001.
9.6 PARKING MANAGEMENT:
Parking requirement for Commercial complex will be 178 ECS and Parking Provision of 214 ECS
shall be provided on surface, basement. The Traffic circulation plan is enclosed as Annexure 12
Parking Requirement:
Total Parking Required FAR / 75 13375.75 / 75 = 178 ECS
Total 178 ECS
Parking Provision: -
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Parking Calculation Basement Area Total Parking
(ECS)
Basement- I 2766.78 61
Basement- II 3328.67 52
Basement- III 3186.40 65
Surface Parking 36
TOTAL Parking
Provision
214 ECS
9.7 PLANTATION
Total plantation area after complete development of the project, will be approx. 1528.657 sqm
(20.00% of plot area).
No. of trees required = Net Plot Area/80 = 7643.285/80 = 96 Trees
❖ Total No. of Trees to be Planted= 100
The following characteristics are taken into consideration while selecting plant species for green
belt development and tree plantation.
• They are fast growing and tall trees.
• They are perennial and evergreen.
• They have thick canopy cover.
• They have large leaf area index.
Since tree trunks are devoid of foliage, scrub should form there to give coverage to the trunks.
The landscape plan is enclosed as Annexure 13
9.7.1 Plantation Programme Layout.
Plantation in the project area helps to arrest the particulate matter in the area and hence
attenuate the pollution to a great extent and contribute positively to the environment. The trees
also help in maintenance of regional ecological balance and conform to soil and hydrological
conditions. Indigenous species are preferred for the purpose.
SPECIES PROPOSED
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S.No Botanical Name Common Name Number
1 Alstonia scholaris Devil tree 44
2 Delonix regia Flame tree 08
3 Ficus benjamina Weeping fig 31
4 Phoenix dactylifera Date palm 08
5 Plumeria alba Champa 03
6 Cassia fistula Amaltas 06
Total trees 100
9.8 ENVIRONMENT MANAGEMENT COST
CAPITAL EXPENDITURE:
Sr No Description Already Spent (Rs. in Lakhs)
Proposed Cost (Rs. in Lakhs)
Total Cost (Rs. In lakhs)
1 Landscaping/ Plantation - 5.0 5.0
2 STP/ Waste Water Treatment 30.0 5.0 35.0
3 Rain Water Harvesting Pits 3.0 1.5 4.5
4 Acoustic Treatment & Stack height
- 7.0 7.0
5 Solid Waste Management - 30.0 30.0
6 Misc 2.0 3.0 5.0
Total Rs. 35.0 Lacs Rs. 51.5 lacs Rs. 86.5 lacs
RECURRING EXPENDITURE:
Sr. No Description Proposed Cost (Rs. in Lakhs/ Year)
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1 Landscaping 1.0
2 Water Management 3.0
3 Air Management 0.5
4 Environment Monitoring 1.5
5 Solid Waste Management 4.0
6 Miscellaneous 2.0
Total Rs. 12.0 Lacs
9.9 CORPORATE ENVIRONMENT RESPONSIBILITY
The Companies Act, 2013 encourages companies to spend at-least 2% of their average net profit in the last
three years on CSR activities under a Corporate Social Responsibility Program. However, as per CER office
memorandum of MOEF dated 1.5.2018, the project with cost of project <Rs 100 Cr have to spend 2% of
the Capital cost on the CER activities.
As per the Office Memorandum: Some of the activities which can be carried out in CER, are
infrastructure creation for drinking water supply, sanitation, health, education, skill development,
roads, cross drains, electrification including solar power, solid waste management facilities,
scientific support and awareness to local farmers to increase yield of crop and fodder, rain water
harvesting, soil moisture conservation works, avenue plantation, plantation in community areas,
etc.).
The activities proposed by the project proponent seeing the requirement of the project in the
surrounding areas are as follows:
S. No. Activity Cost (Rs. In Lacs)
1. Plantation 10.0
2. Sanitation 20.0
3. Electrification including solar power 20.0
4. Skill development 20.14
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Total Rs. 70.14 Lacs
As per the Office memorandum, the entire activities proposed under the CER shall be monitored
and the monitoring report shall be submitted to the regional office as a part of half-yearly
compliance report, and to the District Collector. Apart from this, the CER activities undertaken by
the PP shall be posted on the website of the project proponent. Also, The District Collector will
have the right to add or delete the activities as per the requirement of the District.
9.10 HEALTH, SAFETY & OCCUPATIONAL MEASURES
During Construction Period:
❖ WELFARE:
➢ Potable drinking water was provided.
➢ Mobile toilets were provided.
➢ Regular medical check-up, first aid Liaison with hospitals for emergencies.
❖ SAFETY:
➢ Measures for first aid, fire-fighting and premises evacuation.
➢ Necessary contacts with appropriate emergency services (first aid, emergency, medical
care, rescue work and fire-fighting).
➢ Safety helmets, belts and slings, nets.
➢ Properly braced scaffoldings.
➢ Properly laid electrical cables and connections.
➢ D.G. sets with acoustic enclosures to reduce noise pollution.
Mitigation Measures for Handling of Construction Materials:
➢ Separate raw material yard was made. Cement were separately stored under cover in bales.
➢ Sand were stacked nearby under tarpaulin cover.
To minimize the occupational health hazard, proper mask shall be provided to the workers who
are engaged in dust generation activity. The same shall be followed for further construction also.
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During Operation Phase:
1. Measures shall be taken to identify the Electrical Environment Impacts (Hazards) arising
during the land preparation for use, building construction operation, and the entire cycle
activities of the project and proper mitigation measures shall be adopted. The location of
transformers, earth pits, electric panels, boards and distribution of power from power
house or generator house/switch room, cable network shall be carefully monitored. All the
standards, codes or legal requirements required to be adopted during the installation of
electrical equipment, appliances, electric/ battery heating/ cooling appliances/ plant
distribution lines/ cables network, switch boards, circuits, earthing/ bounding, earth pits,
lightning arrestors and protective equipment and clothing shall be carefully fulfilled.
2. All Fire and Explosion Hazards in the entire cycle activities of the project and all possible
sources of fire hazards and fire mitigation measures shall be noted. All the standards,
codes & legal requirements of line diagram for fire protection systems including fire water
supply, storage of water, overhead water tanks, underground water tanks and their
capacity, water sprinkling system (moveable, stationary) shall be fulfilled. emergency exits,
fire ladders, fire protective clothing and equipment like helmets, safety belts, safety
ladders, safety boots and goggles, fire suits, cranes used for firefighting and for the rescue
of the people in case of fire in multi-storeyed buildings and others shall be provided.
Proper Coordination with Local Municipal Fire Brigade, police, health surveillances (To
treat the effected person in fire) shall be maintained. Proper Fire Management System
shall be installed with time schedule giving how far is the fire station and how long it takes
to reach the building. Provision of Training programme & mock drill shall be made at
regular intervals.
3. Environment Management Plan shall be prepared with Emergency Procedures (Emergency
Plan) to deal with localized fire and electrical hazards and hazards due to natural calamities
at the entire cycle of the activities of the project. Provision of the communication systems
to call to help and assistance from nearby building complexes bodies and other external
authorities like district authority, fire services, police services, medical services, civil and
defence services etc. shall be provided.
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Chapter 10: SUMMARY AND CONCLUSION
The project, Commercial complex “Spaze Boulevard II” is situated at Village Tikri, Sector- 47,
Gurgaon, Haryana is being developed by M/s Spaze Towers Pvt. Ltd. The total plot area of the
project site is 8979.96 sqm (2.219 acre) and net plot area is 7643.285 sqm (1.8887 acre) having
Built-up area of 23,602.666 Sqm.
The land was agricultural land which was converted to commercial use by Town & Country
planning. The land has been licensed by DTCP vide license Haryana vide letter no. LC-
1127/DB(R)2014/27529 on dated 09.09.2007 for total Plot Area 8979.96 Sqm (2.219 acre) to M/s
Automax Construction Pvt. Ltd. for setting up Commercial Complex. Now, the license has again
been renewed upto 08.09.2019. There is collaboration agreement between M/s Automax
Constructions Limited and M/s Spaze Towers Pvt. Ltd. The project will be developed by M/s Spaze
Towers Pvt. Ltd.
The project had initially applied for environmental clearance on dated 13.09.2010 by M/s
Automax Constructions Ltd. at Haryana, SEIAA. There were some short comings in application and
the required documents were submitted and after many submissions of reply, case was not
granted environment clearance and in the meantime the construction has started at the site.
The total built-up area of the project is 23,602.666 sqm which is less than 1,50,000 sqm thus, it
falls under category 8(a) of EIA Notification, 2006. As per the notification vide S.O. 804(E) dated
14.03.2017 the project was submitted to MoEF&CC under violation category. Under this
notification the TOR was granted for Commercial Complex by MoEF&CC vide its letter no. F.No.
23-40/2018-IA-III dated 16th April, 2018.
Now as per amendment in notification vide S.O. 1030(E) dated 8th March,2018 & OM no.
Z-11013/22/2017-IA. II (M) dated 15.03.2018 & 16.03.2018, the project falls under category ‘B’,
of Schedule 8(a) & is exempted from Public Hearing and will be appraised by SEAC/SEIAA,
Haryana.The project is having no. of floors is G+12, Levels of basement is 3 No. The activities
proposed in the project include Retails and offices cum service apartments.
INTRODUCTION:
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S. No. Features Details
1. Project Proponent M/s Spaze Tower Pvt. Ltd.
2. Environmental Consultant M/s Perfact Enviro Solutions Pvt. Ltd.
3. Environmental Monitoring and
Testing Agency
M/s Perfact Researchers Pvt. Ltd.
4. Project Location Sector-47, Gurgaon, Haryana
5. Latitude and Longitude Latitude: 28°25'8.03"N
Longitude: 77° 2'27.20"E
6. Existing Landuse Group Housing
7. Connectivity Nearest Highways:
State Highway-13 – 0.08 Km W
NH-8: 2.88 Km NNW
State Highway-15A: 2.97 Km NNW
NH-236: 6.96 Km NE
Nearest Railway Station:
Basai Dhankot Rly Station-7.47 Km NW
Gurgaon Rly Station– 8.3 Km NW
Garhi Harsaru Junction Rly Station- 10.96 Km NW
Bijwasan Rly Station-13.03 Km NE
Nearest Airport:
Indira Gandhi International Airport- 16.33 Km NE
8. Ecologically sensitive area Sultanpur Bird Sanctuary- 15.32 Km NW
9. Construction Status Structure of G+12 no. of floors and 3 no. of
basement has been completed. Civil work of 100
KLD STP has been completed but Mechanical,
electrification and stabilization yet to be done. 2
no. of RWH pits has already been constructed. DG
Sets are yet to be installed and plantation work is
yet to be done.
10. Activities within the complex Commercial complex
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11. Proposed Land Use after
Expansion
Ground coverage (achieved)- 2969.53 m2
Green Area- 1528.657 m2
Road & Open area- 3145.098 m2
12. Cost of the project Rs. 46.76 crores
Site Location on Google Map:
Site Photographs: Tower (Exempted from procedure of EIA notification, 2006)
Sector-47
SH
13
Sector-49Sector-48
Tikri
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Area Details:
S.No Particulars Unit Total
1. Total Plot Area m2 8979.96 (2.219 Acre)
2. Net Plot Area m2 7643.285 (1.8887 Acre)
3. Ground Coverage (Permissible) (40%) m2 3057.31
4. Ground Coverage (Achieved) (38.85%) m2 2969.53
5. F.A.R (Permissible) (1.75) m2 13375.75
6. F.A.R (Achieved) m2 13375.311
7. Non-F.A.R Area/Free from FAR including Basement
m2 945.505
8. Total Basement area m2 9281.85
9. Total Built up Area (FAR+ Non-FAR+ Basement Area)
m2 23602.666
10. Green Area (20.00 %) m2 1528.657
11. Road Area & open area including surface parking
m2 3145.098
12. No. of Floors - G+12
13. Levels of Basement No. 3
14. Height of Building m 47.1
15. Rain Water Harvesting Pits No. 2
16. Activities in the complex - Retails, offices cum service apartments
17. Parking Required ECS 178
18. Parking Proposed ECS 214
19. No of Service Apartment No. 150
20. Total Population No. 1639
21. Total Power Requirement KW 1983
22. No of DG sets KVA 2 x 500 & 1 x 250
Project Details: -
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S.
No.
Features Details
1 Manpower requirement During Construction: Initial: 30-50 no. of workers were
engaged. Later at various times maximum upto 100 nos.
local labour was engaged. Approx. 50 nos. local labour shall
be employed for the construction of the Commercial
Complex.
During Operation:
During operation phase- 1639 persons
2 Water requirement During construction: 15 KLD for construction work, 5 KLD
of domestic water.
Future construction: 5 KLD of water required during
construction work, 3 KLD of Domestic water.
Source: STP Tanker supply
During Operation:
During operation phase: 106 KLD
Source: HUDA supply
3 Waste water generation During construction: 4 KLD from domestic use by labor, For
future construction, 2 KLD from wastewater from domestic
use by labour.
During operation:
During operation phase: 70 KLD
4 STP capacity STP-
During operation phase: 100 KLD
During operation phase, for total complex water
requirement will be 106 KLD and waste water generation
will be 70 KLD which will be treated in STP of 100 KLD.
Treated water will be reused for flushing, gardening, DG
Cooling & miscellaneous purposes. There will be zero
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discharged complex. Civil work of STP is completed, only
Mechanical, electrification and stabilization are yet to be
done.
5 Power requirement During operation phase– 1983 kW
Source: DHBVN
6 Power back up During operation phase of 2 x 500 kVA & 1 x 250 kVA Stack
height – 4.5 m above roof level
Location – Basement
7 Waste Generation During Construction:
Type of Waste Generation Disposal Method
Construction
&Demolition
Waste
Construction
area
Soil excavated was
approx. 38662.16 cubic
meters. This soil was
stacked properly under
Tarpaulin cover. The
top soil was collected
and used for
landscaping purposes.
The debris of C&D
material were used in
backfilling, roads etc. &
rest was sent to
authorized C&D waste
management site.
Biodegradable
Waste
Workers
tenant area
Approx. 2.19 TPA (6
kg/day) of Municipal
solid waste was
generated from
temporary labors
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which was disposed off
at designated MSW
dump site.
1.16 TPD (3.2 kg/day)
will be generated from
future construction
labor and same shall be
disposed as the above.
Recyclable
Waste
Construction
area
Approx. 3.28 TPA (9
kg/day) of recyclable
waste from
construction labors &
other Recyclable
materials like
aluminum, steel, wood
pieces, cement bags,
plastic containers,
cartons, glass etc. was
given to approved
Recycler.
1.75 TPD (4.8 kg/day)
will be generated from
future construction
labor and same shall be
disposed as the above.
Plastic waste Construction
area
Plastic waste was sent
to approved Plastic
waste Recycler.
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Hazardous
Waste
Storage site Used oil whenever
generated from the DG
sets was kept in leak
proof containers in an
isolated area and was
sent to approved
Recycler.
E-Waste As per Site E-waste whenever
generated was
properly disposed
through approved e
waste recycler
During Operation:
Type of
Waste
Disposal Method Total Waste
after
expansion
Organics The waste at present is
sent to designated MSW
site. However, Organic
Waste Convertor to
convert into compost will
be installed and compost
prepared will be used as
manure in green areas of
the complex.
85.77 TPA
(235 Kg/day)
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Recyclable
Items
It is being sent to
Approved Recycler
30.66 TPA (84
Kg/day)
Plastic
Waste
Approved Recycler as per
Plastic Waste
Management Rules 2016.
6.2 TPA (17
Kg/day)
Hazardous
Waste
Waste is being collected in
leak proof containers at
isolated place and then it is
given to approved recycler
of SPCB/CPCB.
0.228
kl/annum (19
litre/month)
E-waste It is collected and given to
approved recycler of E-
waste as approved by
State Pollution Control
Board
5 kg/month
Battery
Waste
It is collected and given to
approved recycler of State
Pollution Control Board
As per
Generation
8 Rain water Harvesting SOIL QUALITY : Silt sand
INFILTRATION RATE : 20.3 mm/hr
ANNUAL RAINFALL : 723 mm
PEAK HOURLY RAINFALL : 45 mm /hr
GROUND WATER LEVEL : Below 30 m bgl
NUMBER OF PITS : 2 nos.
SIZE OF PITS : Depth-4 m, Dia.-3.2 m
Total Volume : 53 cum
9 Parking provision Total Parking Requirement: 178 ECS
Total Parking Provided: 214 ECS
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ENVIRONMENTAL BASELINE DATA
S. No. Features Details
1 Environmental Testing
Laboratory
M/s Perfact Researchers Pvt Ltd.
2 Season of Monitoring February, 2018
3 Pre-dominant wind direction West
4 Ground water level Below 30 m bgl
5 Connectivity of site Nearest Highways:
State Highway-13 – 0.08 Km W
NH-8: 2.88 Km NNW
State Highway-15A: 2.97 Km NNW
NH-236: 6.96 Km NE
Nearest Railway Station:
Basai Dhankot Rly Station-7.47 Km NW
Gurgaon Rly Station– 8.3 Km NW
Garhi Harsaru Junction Rly Station- 10.96 Km NW
Bijwasan Rly Station-13.03 Km NE
Nearest Airport:
Indira Gandhi International Airport- 16.33 Km NE
6 Socio-economic data No of villages 33
Total Urban Population 929072
No of Urban Households 215940
Literacy rate Urban 87.3%
Literacy rate rural 81.1%
SC/ST Urban 8.8%
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SC/ST rural 18.9%
ENERGY CONSERVATION MEASURES:
1. Adequate design to limit the losses in transmission and distribution system.
2. Use of energy efficient devices like light sources.
3. Use of insulation on roof top to reduce air-conditioning load in commercial area.
4. Use of capacitors at load centres to improve voltage and power factor to reduce
distributional losses and also to avoid penalty by state electricity authority.
5. All high efficiency motors will be used in the complex.
6. Air tunnels in the design to provide proper cross- ventilation for reducing power
consumption.
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ENVIRONMENTAL MONITORING PROGRAMME
During Operation Phase:
During Operation Phase
Sr. No.
Type of Monitoring
Frequency of
Monitoring
Parameter Location
1 Ambient Air
Quality Six
Monthly
Particulate Matter (PM 2.5),
Particulate Matter (PM 10),
Sulphur Dioxide (SO2), Nitrogen Oxides (NOx)
Four Locations in and around the project site
2 Stack Monitoring Six
Monthly
Particulate Matter, Sulphur Dioxide (SO2), Nitrogen Oxides (NOx)
Three no of DG sets installed for backup
purposes
3 Water Quality Monitoring for drinking water
Six Monthly
All parameters mentioned in IS:10500
One drinking water sample
4 Sewage
Treatment Plant Monitoring
Six Monthly
BOD, COD, TSS, Oil and Grease and pH
Inlet and Outlet of STP
5 Ambient Noise
Level Monitoring Six
Monthly Day and Night noise level
Two locations in and around the project
site
6 DG Set Room
Noise Monitoring Six
Monthly Inside and Outside of
DG Set Enclosure One Location in the project
site
7 Soil Quality Monitoring
Six Monthly
All parameters to check soil Fertility
Four Location in and around the project site
8
Monitoring of Waste Generation
and other pollution control
aspects
Six Monthly
_ _
A lumpsum amount of Rs. 85000 will be spent on Environment Monitoring Programme during
operation phase.
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PROJECT BENEFITS:
It has provided employment to the people during construction and operation phase directly &
indirectly. 150 no. of labour during construction stage.
It will increase Infrastructure of the area & will be a planned & managed development in the area.
It will set a precedent for others to develop planned Commercial Complex which will cumulatively
help the area to be much more managed in future.
The planned Commercial Complex will prove to be an Environment friendly (with minimal air &
noise pollution impacts & well managed waste & waste water) healthy & green (with proper
landscaping), spacious (with proper parking, traffic circulation, play area & open spaces) & safe
premise (a gated & guarded society) for living. People will have more open and green spaces,
bringing them closer to nature & away from the rush & fuss of the polluted cities.
The benefits relate to the direct employment associated during the construction of the
infrastructure as well as during operation of the project for retail offices cum service apartments,
etc. Additional indirect employment opportunities will also be generated. Employment will lead
to a rise in sources of income of the benefitted and improve their standard of living.
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CORPORATE ENVIRONMENT RESPONSIBILITY:
As per CER office memorandum of MOEF dated 1.5.2018, the project with cost of project is less
than Rs 100 Cr have to spend 0.1 % of the Capital cost on the CER activities for brownfield project.
Capital Cost
Sr No
Description Already Spent
(Rs. in Lakhs)
Proposed Cost
(Rs. in Lakhs)
Total Cost (Rs. In lakhs)
1 Landscaping/ Plantation 0.73 8.44 9.17
2 STP/ Waste Water Treatment - 25.0 25.0
3 Rain Water Harvesting Pits 3.84 2.16 6.0
4 Acoustic Treatment & Stack height
- 12.0 12.0
5 Solid Waste Management - 12.0 12.0
6 Misc. 2.0 3.0 5.0
Total Rs. 6.57 Lacs Rs.62.6 lacs Rs. 69.17 lacs
Recurring Cost
Sr. No Description Proposed Cost (Rs. in Lakhs/ Year)
1 Landscaping 6.0
2 Water Management 3.0
3 Air Management 1.0
4 Environment Monitoring 2.19
5 Solid Waste Management 4.0
6 Miscellaneous 2.0
Total Rs. 18.19 Lacs
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Enclosure 5: DISCLOSURE OF ENVIRONMENTAL CONSULTANT
Disclosure of
Environmental Consultant
Perfact Enviro Solutions Pvt Ltd.
501 – 507, 5thFloor, Front Wing, NN Mall Sector- 3, Rohini, New Delhi - 110085
Phone: +91-11-49281360/61
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About Environmental Consultant
➢ INTRODUCTION:
Perfact Enviro Solutions Pvt Ltd, established by experienced environmental and related
experts, provides specialized services in the field of Environment and Pollution Control for all
types of Industrial, Construction, Nuclear Sciences, Bio-diversity Mining, Aerial Ropeway and
other related fields. Our transparent and professional approach, commitment to excellent
quality and service, timely deliveries have contributed to create a name in the field of
environment. We have a core group of highly qualified experts from various fields like
Environment, Forestry, Chemistry, Civil Engineering, Geology, Social Sciences, Electronics and
Telecommunication with rich and diversified experience in the field of environment and
pollution control.
Perfact Enviro Solutions Pvt Ltd is headed by Mr. Praveen Bhargava, Managing Director who
has an experience of 30 years in the field of Environment and Mrs. Rachna Bhargava, Director
& C.E.O, who has an experience of 25 years in the field of Environment.
Perfact Enviro Solutions Pvt Ltd management, experience, excellence, professionalism and
ultimate satisfaction has helped in achieving the heights of success in their specialized field of
environment.
➢ ACCREDIATATIONS OBTAINED: • ISO-9001:2015 Certification
• ISO-14001:2015 Certification
• QCI – NABET Scheme for Accreditation of EIA Consultant Organization
PROJECT PROPONENT:
M/S M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
➢ KEY PERSONS:
S. No Brief Description of Key Persons (NABET Approved)
Mr. Praveen Bhargava is M. Phil in Chemistry, M. Sc in Inorganic Chemistry, P.G. Diploma in Ecology & Environment with overall experience of more than 30 years and currently the Managing Director of Perfact Enviro Solutions Pvt. Ltd
Mrs. Rachna Bhargava, M. Sc in Environmental Science, M. Sc in Mathematics & MA in Geography having more than 25 years of experience in the field of Environment is the Head / Team Leader of EIA Preparation Team. She is also a certified Advance EMS Auditor (ISO-14001:2004) & Laboratory Management & Internal Auditor (ISO 17025:2005) from CII and had undergone Training program on EIA, SIA, Air Dispersion Modelling, Air Quality, CSR, Advanced Training Programme on Green Building Rating System, etc.
Mr. Nipun Bhargava is Masters in Chemical Engineering with experience in the Field of Environment, Laboratory, Chemical Testing and analysis.
The EIA report of the project Commercial Complex “Spaze Boulevard II” is situated at Village
Tikri, Sector-47, Gurgaon, Haryana is being developed by M/s Spaze Towers Pvt. Ltd. has been
prepared by M/s Perfact Enviro Solutions Pvt. Ltd., New Delhi.
Declaration by Experts contributing to the EIA Commercial Complex “Spaze Boulevard II” at Village- Tikri, Sec-47, Gurgaon, Haryana by M/s Spaze Towers Pvt. Ltd. I, hereby, certify that I was a part of the EIA team in the following capacity that developed the above EIA.
EIA coordinator: Akta Chugh
Name: Akta Chugh
Signature and Date: 05.11.2018
Period of involvement: April 2017 to July 2018
Contact information: 9910739168
Functional area experts:
COMMERCIAL COMPLEX “SPAZE BOULEVARD II” AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
S. No. Functional Area Name of the experts Involvement (period and task)
Signature and date
1.
AP*
Nipun Bhargava Involvement- April 2017 to July 2018
05.11.2018
2.
WP*
Praveen Bhargava Involvement- April 2017 to July 2018 05.11.2018
3. SHW*
Praveen Bhargava Involvement- April 2017 to July 2018 05.11.2018
4.
SE*
Rachna Bhargava Involvement- April 2017 to July 2018
05.11.2018
5.
EB*
Rajiv Kumar Involvement- April 2017 to July 2018
05.11.2018
6.
HG*
Santosh Pant Involvement- April 2017 to July 2018
05.11.2018
7.
GEO*
Santosh Pant Involvement- April 2017 to July 2018
05.11.2018
8. SC*
Praveen Bhargava Involvement- April 2017 to July 2018 05.11.2018
9.
AQ*
Nipun Bhargava Involvement- April 2017 to July 2018
05.11.2018
10. NV* *** *** ***
COMMERCIAL COMPLEX “SPAZE BOULEVARD II” AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
*One TM against each FAE may be shown
**Please attach additional sheet if required
Declaration by the Head of the accredited consultant organization/ authorized person.
I Praveen Bhargava, hereby, confirm that the above-mentioned experts prepared the EIA of
Commercial Complex “Spaze Boulevard II” at Village- Tikri, Sec-47, Gurgaon, Haryana by M/s Spaze
Towers Pvt. Ltd. I also confirm that EIA Coordinator (EC) has gone through the report, and the
consultant organization shall be fully accountable for any misleading information.
It is certified that no unethical practices, plagiarism involved in carrying out the work and external
data / text has not been used without proper acknowledgement while preparing this EIA report.
Signature:
Name: Praveen Bhargava
Designation: Managing director
Name of the EIA consultant organization: Perfact Enviro Solutions Pvt. Ltd.
NABET Certificate No. & Issue Date: QCI/NABET/EIA/ACO/18/736 valid till 27.11.2018
11.
LU*
Rajneesh Maurya Involvement- April 2017 to July 2018
05.11.2018
12.
RH* Nipun Bhargava
Involvement- April 2017 to July 2018
15.10.2018
COMMERCIAL COMPLEX “SPAZE BOULEVARD II” AT VILLAGE TIKRI, SEC-47, GURGAON, HARYANA
PROJECT PROPONENT:
M/S SPAZE TOWERS PVT. LTD.
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ENVIRONMENT CONSULTANT:
M/S PERFACT ENVIRO SOLUTIONS PVT. LTD.
NABET Certification Letter
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