RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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EXCUTIVE SUMMARY
M/s. SMR Builders (P) Limited is one of the leading construction group
is in existence over 2 decades. It has executed several residential and
commercial complexes in Hyderabad and Bangalore.
M/S SMR Builders acquired a semi developed site with an area of 86,401
Square meters of land at Sy. NO. 113 to 119, 121 & 126 in Kondapur
(V), Serilingampally (M), RR District, Teleangana.
It had submitted an application for Environmental Clearance for Phase I
construction activity with overall area of 37,382.88 Square Meters with
total build up area of 1,47,997.66 Square Meters and same is under
process at MOEF vide File No. F. 21-120/2014-IA.III
M/S SMR Builders now proposed develop phase II in the project with in
the rest of the land area of 47,825.36 Square Meters with total build up
area of 3,95,849.3 Square meters
Following facilities are proposed to be developed in Phase II of the
project
• 7 blocks with total number of 1699 flats
• Each Block varies between 15 floors to 36 floors
• EWS and LIG housing for Low Income Groups & Economically
Weaker Sections as per the Government Norms with total number
of 212 LIG Flats and 210 EWS Flats
• Parking place in 1,13,497.5 Square meters are in basement and
Cellars including parking for EWS and LIG housing and Visitors
• Gated Community with 24 Hours Security
• 24 Hours Water supply
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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• Club House
• Back up power supply
• Sewage Treatment Plant
As the total area proposed to be developed is more than 1, 50,000
Square Meters, as per the EIA notification 2006, this comes under B1
category. Now this application is submitted for TOR approval for the
project for conducting necessary EIA Studies for clearance of the project.
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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1. 0 ABOUT PROMOTERS
Over the years SMR Holdings' flagship company SMR Builders Pvt. Ltd.
has perfected the art of building dreams. A pioneer and expert in the
construction of residential/housing projects, it takes pride in its project
management and quality control expertise. The quality control team
ensures topnotch quality while the project management team makes
sure schedules are met and promises kept.
The company has always created wonderful homes, excellent shopping
complexes and functional office spaces. Breathtaking landscaped
gardens, awe inspiring elevations and Vaastu compliant interiors make
every venture an architectural marvel.
SMR Holdings has been developed 7.5 million sq.ft. of commercial and
residential spaces. Further 4.5 million sq.ft. of premium living spaces
across Bangalore and Hyderabad is on its way. First SMR Holdings has
always set benchmarks and will now raise the bar in providing quality
construction
Some of the Prestigious projects executed by SMR Builders are
Hyderabad Projects
SMR VINAY PRANGAN
Residential Apartments Madhapur
SMR VINAY ACROPOLIS
Residential Apartments Madhapur
SMR VINAY METROPOLIS Residential Apartments
Miyapur
SMR SRUJANA Residential Apartments
Sanjiva Reddy Nagar
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SMR VINAY VISION Residential Apartments
West Marredpally
SMR ARCADE Shopping/Offices/Residences
Chikkadpally
EXCELLENCY APARTMENTS Residential Apartments
Malakpet
PRUTHVI MANSIONS Residential Apartments
Domalguda
SMR SARTAJ PLAZA Commercial cum Residential Complex
Sikh Road
SMR EMPIRE Residential Complex
West Marredpally
SMR RAM RESIDENCY Residential Apartments
West Marredpally
SMR HABITAT Residential Apartments
West Marredpally
DAYASHANKAR'S SMR SQUARE
Residential Apartments New Boiguda
SMR SOWMYA
Residential Apartments West Marredpally
Bangalore Projects
SMR VINAY REGENCY Commercial & Residential Apartments
Horamavu Ring Road
SMR VINAY ESTATES Commercial Complex
Horamavu Ring Road
SMR CASTLE Residential Apartments
Dhodda Banaswadi
SMR VINAY CASCADES Residential Apartments
Bangalore
SMR HEIGHTS
Residential Apartments Dr.C.V.Raman Road
SMR HERITAGE
Residential Apartments Thippasandra
SMR VINAY HARMONY
Residential Apartments Banaswadi, Main Road
SMR VINAY SAPPHIRE
Residential Apartments Banaswadi, Main Road
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SMR VINAY VATIKA
Residential Apartments
Maruthi Seva Nagar
The Vision and Mission of SMR Builders
Vision, Mission & Values
Vision
To deliver high value and good quality construction coupled with on time
delivery schedules. Qualified professionals and self directed teams work
relentlessly towards elevating customer satisfaction levels.
Mission
To retain its position as one of the leading construction houses in South India by continuously innovating and constructing quality eco-friendly
structures.
Values
At First SMR Holdings every customer is valued and every effort is
directed to deliver beyond all expectations. Fulfilling promises, providing affordable housing solutions, delivering honest results and transparency
have always been the company’s prime strengths. The company also
takes up a number of social service and community building activities.
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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2. 0 ABOUT THE PROJECT
2.1 SALIENT FEATURES OF THE PROJECT
M/S SMR Builders acquired a semi developed site with an area of 86,401
Square meters of land at Sy. NO. 113 to 119, 121 & 126 in Kondapur
(V), Serilingampally (M), RR District, Teleangana.
It had submitted an application for Environmental Clearance for Phase I
construction activity with overall area of 37,382.88 Square Meters with
total build up area of 1,47,997.66 Square Meters and same is under
process at MOEF vide File No. F. 21-120/2014-IA.III
M/S SMR Builders now proposed develop phase II in the project with in
the rest of the land area of 47,825.36 Square Meters with total build up
area of 3,95,849.3 Square meters. The Project at a glance is given
below
TABLE 2.1 PROJECT AT A GLANCE
Feature Details
Total Area of development in Phase
II
47,825.36 Square meters
Total Project cost Rs. 875.0 Crores
Total No.of flats 1699 Flats, 212 LIG Flats & 210
EWS Flats
Total Built up area including
parking
3,95,849.3 Square meters
Location Sy. No. 113 to 119, 121 & 126,
Kondapur (V), Serilingampally(M),
RR District, Telangana
Longitude 170 28’ 02.3” N &
170 28’ 13.8” N
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Latitude 780 20’ 0.6” E & 780 20’ 14.0”
E
Distance from Nearest Air Port Shamshabad Airport – 40 kms
Distance from Nearest Village Part of Kondapur Village
Total water requirement 1270.0KLD
Source of water 70% from HMWS & SB and and
30% recycled
Total Area for greenbelt 9,357.33 Sq.mts
Total investment for environmental
Infrastructure and Green belt
development
Rs 1.5 Crores
2.2 ABOUT THE SITE
2.2.1 LOCATION DETAILS:
Features of the site:
The area comes under residential zone as per the Master Plan of HMDA
GO MS NO. 288, MA dated 03.04.2008. Copy of the certificate confirming
the same is enclosed at Annexure I
The site is adjacent to Hitech city to Atapur road. The geographical co-
ordinates of Residential complex are between 170 28’ 02.3” & 170 28’
13.8” N latitude and 780 20’ 0.6” E & 780 20’ 14.0” longitude. Mean
Elevation above MSL is varying between 573 meters to 580 Meters
2.2.2. Accessibility & Existing Road network
The proposed site is in Sy. No. 113 to 119, 121 & 126, in Kondapur (V),
Serilingampally (M), RR District, state of Telangana The Site is
connected to Old Mumbai Highway ( 36 Meters Road) in the Western side
at a distance of 0.21 KM and Kothapeta – Gachibouli Road in Eastern
side. The site is adjacent to Majid Banda Road which is currently 24
Meters Road but expanding to 36 Meters Road.
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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2.2.3 .Topography & Surrounding features of the site
The Land is undulated area with elevation difference of about 7 metes.
Following are the surrounding features of the proposed site
South Direction - State Bank Institute of Rural Development premises
North Direction - Sudarsan Nagar (Residential Colony)
Eastern Direction - Neighbor’s Vacant Residential plots
Western Direction – Sudarshan Nagar (Residential Colony
Topo sheet of the area is given at Figure 2.1. Base map of the Area is
given at Figure 2.2, photographs of the site are given at Figure 2.3
and Location map is given at Figure 2.4
2.2.4. Water Bodies & other features of the site and 10 KM radius
The major surface water bodies within the 10 kms radius are Osman
Sagar at about 8.4 KM in the upstream of the site in the South Western
Direction, Durgam Cheruvu is at about 8.0 KM in the North Eastern
direction of the site.
Kothaguda RF is at about 2.3 KM from the proposed site in the North
Eastern direction
2.2.5 Ecologically sensitive Areas
Kasu Brahmananda Reddy National Part is at about 9.6 KM from the site.
However no eco sensitive zone was declared around the Park and no
restrictions are in place on developmental activities
The Salient features of site and surroundings are given in the table
below
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TABLE 2.2: SALIENT FEATURES OF PROJECT SITE
Village
Mandal
District
Kondapur
Seri Lingampally
Ranga Reddy
Longitude 170 28’ 02.3” N & 170 28’ 13.8”
Latitude 780 20’ 0.6” E & 780 20’ 14.0”
Ambient Temperature Minimum 100 C
Maximum 430C
Humidity 55 – 65 %
Rainfall 800 – 1100 mm per Annum
Climate Tropical & Semi-Arid
Type of soil Hard Morum soil with outcraps
Distance from Urban area Within the urban area
Distance from nearest Air
Port
Shamshabad Airport – 40 kms
Distance from nearest
village
Part of Kondapur Village
Distance from nearest
surface water source
Osman sagar – 8.4 kms
upstream
Reserve Forest Kottaguda RF – 2.3 kms
Any historical monuments
within 10 KM radius
None
Any ecologically sensitive
areas within 10 KM radius
Kasu Bhramananda Reddy
National Park - 9.6 kms
Topography Plain and land locked
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FIGURE NO: 2.1 – TOPO SHEET OF THE AREA – 10 KM RADIUS
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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Figure 2.2 Base Map of the Area
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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Figure 2.3 Site photographs
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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FIGURE 2.4
LOCATION MAP OF THE SITE
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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3.0 Conceptual Plan
3.1 Total Plot Area
SMR Builders acquired a total of 21.35 Acres of land in residential zone.
After leaving area for Road widening of t he adjacent road from current
24 Meters to 36 Meters, the site is proposed to be developed in two
phases. In the first phase 37,989.59 Square meters are proposed to be
developed for which an application for getting Environmental Clearance
is already filed. In the second phase it is proposed to develop rest.
Below table gives overall area statement of the site
Table 3.1 Overall Area statement of the plot
S.No Land use Area in Square Meters
1 Total Plot area 86,401.00
2 Area affected for road
widening
1,192.76
3 Net Area available for
development
85,208.24
4. Net area proposed to be
developed in 1st Phase ( EC
application is under
process in MOEF)
37,989.59
5 Net area proposed to be
developed in Phase II
47,825.36
3.2 Development plan for Phase II: This application is made for environmental clearance for the
development plan in Phase II activities. It is proposed to develop 7
residential blocks, EWS block and LIG Block apart from the Amenities
block. Total green belt & Land scaping area proposed in this phase is
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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9,357.23 Square Meters which is about 19.56 % of total area which
almost double the statutory requirement in the State of Telangana.
Overall area statement of plot in Phase II is presented in the Table 3.2
below
Table 3.2 Development Plan of the Phase II
S.NO Land Use Plinth Area in square meters
1 Residential block ( Plinth Area)
15562.38
2 Amenities 2468.52
3 Utilities 1920.44
4 Land scape & Green belt 9357.33
5 Roads 12820.29
6 Vacant Areas (Set backs & other vacant space)
5696.40
Total area 47,825.36
3.3 Details of Residential Blocks & Flats:
It is proposed to develop 7 Residential blocks, one EWS block and one
LIG Block as detailed below
TABLE 3.3 – NUMBER OF FLOORS AND AREA
S.
No
Block
Details
No. of Floors Area
(Sq.Mts)
1 Block-I A 22 33166.60
2 Block-I B 15 23200.11
3 Block-II A 22 25706.82
4 Block-II B 15 15418.08
5 Block-III 22 24665.56
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6 Block - IV 25 72863.63
7 Block - V 36 66308.17
Total Main
Block
261328.96
8 Amenities
Block
G +3 9961.38
9 EWS Block G+5 4273.74
10 LIG Block G+5 6787.62
Total 21022.8
Below Table gives block wise flats details proposed in Phase II
Table 3.4
Block wise Flats
Sl Description Block
IA Block
IB Block-
IIA Block IIB
Block - III
Block IV
Block - V
Total
1 No of floors 22 15 22 15 22 25 36
2
No of 2 BHK
flats
88 45 88 45 22 50 - 338
3 No of 3 BHK flats
154 120 88 60 154 250 180 1006
4 No of 4 BHK flats
- - - - - 175 180 355
Total 2BHK,
3 BHK and 4 BHK Flats
1699
5 No of 1 BHK flats (LIG)
- 15 - 59 - - - 74
6 LIG Flats in LIG Block
138
7
EWS Flats in
EWS Block
210
3.4 PARKING AREA:
The total area allocated for parking is 1,13,497.5 Sq.Mts, which can
accommodate 3000 four wheelers and 2000 two wheelers. The total
parking area is being proposed in the proposed project is given below.
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TABLE 3.5 – PARKING SPACE PROVISION
BASMENT – 1
SQ.MTS BASMENT – 2
SQ.MTS BASMENT – 3
SQ.MTS
BLOCK I 8315.55 8315.55 8680.31
BLOCK II 6583.14 6583.14 6871.91
BLOCK III 3464.81 3464.81 3616.80
BLOCK IV 9355.00 9355.00 9765.35
BLOCK V 6929.62 6929.62 7233.60
Amenities
Block 1461.0
1461.0 1461.0
LIG Block 746.75 746.75 746.75
EWS Block 470.0 470.0 470.0
TOTAL 37325.87 37325.87 38845.72
The conceptual Plan for the Phase II is given at Annexure III
3.5 ROADS & SET BACKS
As it is seven blocks of residential complex with amenities block and
parking area is provided in cellars, direct paved road from gate to cellar
areas would be provided. 12 Meter internal peripheral road is proposed
in the development of the site. Set backs as per the Building Norms in
the state would be left as detailed in the below table for free
movement of fire tender which is more than the Telangana state Fire
services directorate guidelines.
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Table 3.6
Set backs for the blocks Norms Vs Actual Proposed
S.No Block Height of
block In meters
Set back as
per Building Norm in Meters
Set Back
proposed in Meters
1 Block IA 68 17.5 17.5
2 Block IB 47 17.5 17.5
3 Block IIA 68 17.5 17.5
4 Block IIB 47 17.5 17.5
5 Block III 68 17.5 17.5
6 Block IV 77 18.5 18.5
7 Block V 110 21.5 21.5
8 Amenities
Block
14.9 5.0 Min-17.5 &
Max 21.5
9 LIG Block 17.9 6.0 6.0
10 EWS Block 17.9 6.0 6.0
3.6 STORM WATER DRAINS:
All along the block of the housing complex, storm water drains would
be provided to collect water during rains. They would adequately sized
to prevent over flooding of the site. Storm water collection sump is
proposed before discharging to municipal sewers.
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4.0 RESOURCE REQUIREMENTS
4.1 WATER REQUIREMENT:
As per National Building Code, 2005 (NBC), water requirement for
occupants is 135 litres/day/ person and for visitors the requirement is
15 litres/day/person. The total population likely to be accommodated
would be around 8500 people. Another 20 people would be there like
security and other support staff. Thus total water requirement for
inmates is estimated at 1150 KLD. Quantity estimated for guests and
visitors is estimated at another 10 KLD. Considering washings of floors
and other requirement, a total requirement is estimated at 1170 KLD.
Out of this, it is estimated that 270 KLD of water would be required for
toilet flushing’s and rest for other uses. Also it is estimated that about
100 KLD of water is required for landscaping and plantation purposes.
Thus total water requirement would be 1270 KLD.
It is proposed to source water from HMWS & SB and the treated waste
water would be recycled for toilet flashings and green belt. Any
additional treated waste is there, same will be connected to municipal
sewer.
The total sewage water generated is 1035 KLD. It is proposed to treat
the sewage in STP of capacity of 1200 KLD. The treated waste water is
used for Flushing & gardening (370 KLD). Rest of the 665 KLD of
treated water would be send to municipal sewer. Thus the total fresh
water requirement during occupational stage is would be 900 KLD as
detailed below
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TABLE 4.1 – WATER REQUIREMENT
S.N
o
Stream Quantity
(KLD)
Fresh/
Recycled
Waste
water generated
in KLD
Method of
treatment
1 Domestic
Water
900 Fresh 765 STP
2 Toilet Flushing
water
270 Recycled 270 STP
3 Gardening 100 Recycled - -
Losses 235
Total 1270 1270
4.2 POWER REQUIREMENT:
The power requirement for the proposed project is estimated as
9925 KVA which will be sourced from the TSCPDL
4.3 BACK-UP POWER DETAILS:
It is proposed to provide emergency power back up for lifts, water
pumping and common area lighting with two DG sets of 6 X 500
KVA capacities.
4.4 FUEL REQUIREMENT:
The fuel requirement for 6 x 500 KVA is 900 Liters/day for 8 hours
operation of DG sets due to power outage. The fuel used in DG sets is
High Speed Diesel (HSD).
4.5 MAN POWER REQUIREMENT:
The maximum man power required for the development of proposed
project during construction phase is 100 persons. And during
occupational phase it would be around 20 people
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5.0 POLLUTION SOURCES – CHARACTERISTICS &
QUANTIFICATION
5.1 POLLUTION SOURCES
Pollutants generated due to project activities during both the
construction and operation phase are solid, liquid and gaseous in
nature. Also the generation of pollution could be continuous, periodic or
accidental. Sources of pollutants and their characteristics during the
construction and operation phase are given below in Table 5.1.
TABLE 5.1: POLLUTANT SOURCES AND CHARACTERISTICS
S.
No
Activity/Area Pollutant Pollutant
Characteristics
Frequency
CONSTRUCTION PHASE
1. Ground
working and
leveling
Air emissions
– PM, NOx,
SO2, CO
Dust from
construction
activities and
excavation.
Particulate
matter, NOx
and CO from
vehicle exhaust
Temporary
during
construction
phase only-
bulk of the
emissions are
expected from
ground working and leveling
activities.
Earth / solid waste
Solid waste from
construction
activity and
excavation.
Periodic.
Noise Noise generated
from construction
equipment and
Machinery
Temporary
during initial construction
phase
2. Labour Camps Sewage Sewage
generated from
temporary labor
camps on site
Temporary –
during the
initial
construction phase
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S.
No
Activity/Area Pollutant Pollutant
Characteristics
Frequency
Solid Waste Solid Waste
generated from
temporary labour camps on
site
Temporary –
during
the initial construction
phase
OPERATION PHASE
1. Vehicular
movement
Air emissions
and noise
Vehicle exhaust
emissions
Continuous /
Periodic
2. Diesel power
generators
Air emissions SO2, NOx, SPM,
CO from
fuel burning
Periodic, only
during
power failure
Noise Noise due to
running of
equipment
Periodic
Waste Used Oil
Generation
Periodic, during
oil changes
3. Residential Wastewater Wastewater
containing
food matter
Continuous /
Periodic
Domestic
Solid waste
Garbage / Food
waste
Continuous
4. Raw water
treatment
Wastewater Backwash water
discharge
Continuous
Solid waste Sludge from
coagulation
process
Continuous
5. S.T.P Solid waste Settled and
stabilized sludge
Continuous
Treated
water
Treated sewage
water used for
Greenbelt
Continuous
6. Diesel Storage Solid waste Settled sludge
during tank
cleaning
Occasional
Oil Oil spillage –
Accidental large
spills due to
pipe rupture
Oil Spillage - Small quantities
due to small
pipe leaks
Accidental /
Only due
to poor
housekeeping
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S.
No
Activity/Area Pollutant Pollutant
Characteristics
Frequency
7. Maintenance /
housekeeping
Wastewater Floor washing Continuous
Solid waste Used equipment parts and
garden wastes
Continuous
8. Vehicle Parking
Area
Oil Spills Minor oil leaks
in parking lot
Continuous –
small
Quantities
9. Storm water
drains
Wastewater Contamination
discharge from
site – Mainly
suspended
solids
During rainy
season
5.2 AIR EMISSION SOURCES
Air emissions have no boundaries and can migrate between areas
depending upon the wind direction and speed.
5.2.1 PREDICTED AIR EMISSIONS FROM THE SITE
CONSTRUCTION PHASE
During the construction phase, PM is expected to be the main pollutant
associated with on-site roads (paved and unpaved), stockpiles and
material handling. In this case, pollution emission sources shall be
distributed throughout the project site and shall fall under the category
of area source. The land acquired is fairly flat, so extensive formation
work is not expected during this phase. It is assumed that most of the
excavated material shall be used within the project, with minimal cut
and fill material to come from outside the site.
Due to the confined nature of heavy construction activity during this
limited period, tailpipe emissions from construction equipment are
assumed to be essentially negligible.
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OPERATIONAL PHASE
During the operational phase, the diesel generator sets to be operated
for back-up power supply are the major source of air pollution. From
this point source, the following pollutants are expected;
• PM, SO2, NOx and CO
Diesel Generator Set Fuel Combustion - Point Source
To serve as a emergency power back-up, 6 diesel generators of 500
KVA connected to individual stacks shall be installed. The diesel
generator sets are operated only during power failure thus conserving
fuel and reducing the pollution.
As a worst-case scenario, emissions were predicted assuming an
operation time of 24 hours. The emissions from the diesel generators
are provided in the following table:
TABLE 5.2 – DIESEL GENERATOR SET EMISSIONS
Capacity
of DG Set
No. of DG
Sets
Stack Heig
ht (m)
Diameter of
Stack (m)
Temp. of
exhaust gases
(0C)
Exit veloci
ty (m/se
c)
Pollutant Emission rate
(g/sec)
SPM SO2 NOx
500 KVA 6 5 mts 0.4 250 12.5 0.04 0.08 0.32
5.3 NOISE EMISSIONS SOURCES
The assessment of the impacts of noise on the surrounding community
depends upon:
� Characteristics of noise source (instantaneous, intermittent, or
continuous in nature, with the latter contributing the least to
noise pollution);
� Time of day at which noise occurs; and
� Location of noise source with respect to noise sensitive receptor.
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CONSTRUCTION PHASE
The description of construction activity as detailed in Section 4.2.1
(with regards to spatial phasing and type of sources) is also pertinent
to the noise emissions emitted in the construction phase. Sources of
noise emissions are expected from various types of construction
equipment.
General noise levels generated from the operation of equipment and
machinery are provided in Table 5.3 below:
TABLE 5.3: NOISE LEVELS GENERATED FROM CONSTRUCTION
EQUIPMENT
Name of the
source
Noise Level at 16 m
(50 ft)from Source in dB (A)
Noise Level at 1 m from
Source (calculated)in dB(A)
Air Compressor 87 111
Back Hoe/Loader 81 105
Concrete Mixer Truck 85 109
Concrete Pumper 70 94
Concrete Vibrators 77 101
Cranes - mobile 81 105
Dump Truck 83 107
Generator Not Considered 75 (CPCB)
Hammering 86 110
Jackhammer 88 112
Pile Driver 100 124
Radial Arm Saw 80 104
Source:www.gvrd.bc.ca/education/pdf04/ColumbiaWorkshop1-
ConstructionNoise.pdf
The MoEF has not yet prescribed noise emission specifications for
construction equipment. However, the limited information available is
provided in Table 5.4.
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TABLE 5.4 – NOISE LIMITS FOR APPLIANCES AND
CONSTRUCTION EQUIPMENT AT MANUFACTURING STAGE
Equipment Noise Limit dB
(A)
Window Air Conditioner(1ton -1.5 tons)
68
Air Coolers 60
Diesel Generators 85-90
Compactors (rollers), Front Loaders,
Concrete Mixers, Cranes(movable),
Vibrators, and Saws
75
Source: http://dpcc.delhigovt.nic.in/pdf/Pollution_Control_Law.pdf
OPERATIONAL PHASE
During the operational phase, the diesel power generators will be the
major source of noise.
Diesel Generator Sets
Noise Limit for Generator sets run with Diesel
Noise limit for diesel generator sets (6 X 500 KVA) manufactured on or
after the 1st January, 2005.
The maximum permissible sound pressure level for new diesel
generator (DG) sets with rated capacity 6 X 500 KVA, manufactured on
or after the 1st January, 2005 shall be 75 dB(A) at 1 meter from the
enclosure surface.
Noise control for diesel generator will be as follows:-
Noise from DG set shall be controlled by providing an acoustic
enclosure or by treating the room acoustically, at the users end.
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The acoustic enclosure or acoustic treatment of the room shall be
designed for minimum 25 dB (A) insertion loss or for meeting the
ambient noise standards, whichever is on the higher side ( if the actual
ambient noise is on the higher side, it may not be possible to check the
performance of acoustic enclosure/ acoustic treatment. Under such
circumstances the performance may be checked for noise reduction
upto actual ambient noise level, preferably, in the night time).The
measurement for Insertion Loss may be done at different points at 0.5
m from the acoustic enclosure/ room. The DG set shall be provided
with proper exhaust muffler with insertion loss of minimum 25 dB
(A).These limits shall be regulated by the State Pollution Control Boards
and the State Pollution Control Committees.
Source: www.cpcb.nic.in
5.4 WATER AND WASTEWATER MANAGEMENT
5.4.1 WATER REQUIREMENTS
Water requirement during the construction phase will be met from
water tankers. The required water during the operational phase will be
sourced from HMWS & SB. However, in the event of non availability of
water or for any excess requirement of water during the operational
phase, the proponents are proposing backup with the aid of rainwater
collection in the reservoirs which will be duly treated, water recycling
and water tankers (in case of water supply failure). It is also
emphasized that at any stage of the project, groundwater reserves
would not be exploited for the water requirement. The water
requirements during various phases of the project are discussed below:
A) CONSTRUCTION PHASE
The project implementation would involve various construction
activities. The following section summarizes the water requirement, its
sources and management of wastewater.
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Site development:
Development of site for the proposed development involves excavation,
leveling of the ground surface and stock piling. However as the project
site is flat with no vegetation cover, the leveling activities would result
in very less water usage. Water requirement for any use at this stage
would be provided from water tankers. Similarly, the generation of
domestic wastewater can be managed on site.
Construction of building infrastructure:
The construction of building infrastructure that includes residential and
other units, Offices, restaurants and multiplex would require water and
may generate waste water too. Water demand during construction
phase would be for:
• Construction activities.
• Domestic use.
Construction phase may last for a period of approximately two years in
order to complete the earthwork, foundation lying, superstructure
development, service provision and finishing. The water requirement
during construction phase would be around 200 KLD. The water
requirement is being met from the water tankers.
B) OPERATIONAL PHASE
Daily Water Requirement and Sources:
It has been mentioned before that the domestic water requirements will
be met from the HMWS&SB Water supply scheme. The water
requirement for Flushing, Gardening, Landscaping and other purposes
would be met from duly treated recycled water. However, in case of
failure of HMWS&SB, water requirements are planned to be met partly
by ground water & through private tankers. Rain water will be
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recharged to the ground to augment the water table in the area. Water
tankers will be used only in case of any emergency or failure of water
supply by HMWS & SB or insufficiency of the water reservoir.
Water conservation: Water conservation is an important part of sustainable living and in
order to optimize the water requirement in the project, the developers
would incorporate the component of water conservation by means of
rainwater harvesting and water recycling using fixtures which are low
flow and water efficient models such as 3 litre capacity WC flushing
system, sensor operated urinals and taps to minimize the wastage of
water along with employee education and awareness programme and
selective use of dry type urinals. As per the approved plans from
GHMC, various mitigative measures shall be proposed to further
minimize the impacts.
Storm Water Management & Rain Water Harvesting Structures
It is proposed to channelizing the storm water by constructing water
drains leading to the storm water sump. In order to minimize the
surface runoff loss, groundwater recharging through groundwater
recharge pits at the project site has been planned. Appropriate design
considerations have been taken while designing the recharge pits.
5 .5 2 WASTEWATER QUANTIFICATION AND CHARACTERISTICS
The wastewater generation during construction and operational phase
is described below:
A) CONSTRUCTION PHASE
Waste water generation during construction period shall be from
construction labours and construction activities. Wastewater generation
due to construction activities would be very less. Since the project lies
in an urban stretch, preference would be given to the employment of
labours local to the area. This would result in settlement of less labour
colonies in the project site and hence less wastewater generation from
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the transit labour settlements. Wastewater generation from labour
toilet shall not exceed 20 KLD. Temporary toilets are planned for labour
during construction phase and waste water would be disposed to
municipal drain
B) OPERATIONAL PHASE
During this phase, it has been assumed that 80 % of the water supplied
will be discharged as wastewater (Source: Manual on sewerage and
sewage treatment, published by Government of India). Hence
approximately 225.0 m3 per day of domestic effluent would be
generated.
Wastewater generated is expected to have characteristics and pollution
load as shown in Table 5.5
TABLE 5.5
EXPECTED WASTEWATER CHARACTERISTICS AND POLLUTION
LOAD
Parameter Unit Concentration
Quantity KLD 1035
pH -- 6.5 – 8.5
Oil & Grease Mg/l 20
TSS Mg/l 200
BOD Mg/l 300
COD Mg/l 500
The wastewater with the foresaid characteristics can neither be
discharged into in land surface water nor reused. Suitable treatment
would be given to the wastewater so as to meet CPCB requirements
depending upon the end use. It is proposed to install a sewage
treatment plant of capacity 1200 KLD, to recover the recycled water of
quality suitable for use in flushing and gardening. A sewage treatment
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plant of 1200 KLD capacity based on Fluidized Aerobic Bio-Reactor
(FAB) technology is proposed to treat 1035 KLD of sewage water
generated in the proposed project. After treatment the water will be
used for Flushing & Gardening.
The treated wastewater shall meet the standard required for discharge
on land for horticulture. Table 5.6 gives the comparison of the
standards that would be met by the treated wastewater and quality
norms prescribed for discharge on land by irrigation.
TABLE – 5.6: DISCHARGE NORMS FOR WASTE WATER
Parameters Quality Norms Discharge On land for
irrigation
Quality Norms for Discharge in inland
surface water
Treated standard For proposed project
pH 5.5 – 9.0 5.5 – 9.0 6.5 to 8.5
Biological Oxygen
Demand
(BOD3 at 27°C) mg/l
100 30 <15
Chemical Oxygen
Demand (COD) mg/l
-- 250 <100
Suspended Solids 200 100 <30
Oil and Grease 10 10 <10
5.6 SOLID AND OTHER WASTES
Waste quantification and characterization exercise is being carried out
to estimate the quantum and type of waste that would be generated by
different activities due to proposed project during construction and
operation phase. The estimated quantity and quality of waste would
serve as a baseline for designing collection, transportation, treatment
and disposal options for solid waste generated due to proposed project.
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5.6.1 WASTE SOURCES AND QUANTIFICATION
Description of solid and other wastes generated from the site during
construction and operation phases of the project is given in Table 5.7
TABLE 5.7: SOLID AND OTHER WASTES GENERATED
S.
No.
Activity/Area Waste
Generated
Waste
Characteristics
Frequency of
generation
CONSTRUCTION PHASE
1. Earth Working
and Construction
Construction
Wastes
Earth, Stones,
concrete, bricks, lumber etc.
Larger
quantities will be
generated in
construction
phase.
2. Labour
quarters
Domestic
wastes
Mainly bio-
degradable
wastes including
food
wastes.
Temporary –
during
construction
phase.
OPERATIONAL PHASE
1. Residential
areas
Domestic
waste
Biodegradable
wastes (food
waste) and non-
biodegradable wastes (paper,
plastics etc.)
Daily
2. Set back area sweepings dust, leaves etc. Daily
3. Utilities
including Power
generation
Waste from
oil
Waste oil Only during oil
changes – six monthly.
4. Sewage Treatment
Plant
STP Sludge Stabilized sludge – to be used as
manure for the
landscaping.
Every week – after sludge
drying
operation.
Waste quantification has been done based on the activities proposed in
the project master plan. The waste generation for each activity has
been estimated based on National and International standards
applicable in similar setting. The following section gives the details of
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the type of waste generated by different activity, waste generation
factors and assumptions used for estimating waste generation.
Waste quantification and characterization exercise is being carried out
to estimate the quantum and type of waste that would be generated by
different activities due to the proposed project activity during the
construction and operation phase.
5.6.2 WASTE QUANTIFICATION
A) CONSTRUCTION PHASE
Construction activities create solid wastes that need to be disposed.
Such wastes include sand, concrete, gravel, stone, bricks, plastic,
paper, wood, metal and glass. According to a report prepared by the
Technology Information, Forecasting, and Assessment Council (TIFAC),
estimated waste generation during construction and demolition
operations is 60 kg/m2 and 500 kg/m2 respectively (TIFAC, 2001). This
waste after sorting can be used for backfilling in the basement and for
leveling purposes.
B) OPERATIONAL PHASE
Waste quantification has been carried out based on the activities
proposed in the project master plan. Waste generation factors for each
activity are as per the National and International standards applicable
in similar setting. Following section outlines details of the type of waste
generated by different activities.
Residential waste: Domestic garbage is anticipated from the
residential complex. Total solid waste estimated @ 1 Kg/day per house
hold. Thus total garbage anticipated from the complex will be 2121
kg/day which is proposed to be disposed to municipal solid waste
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disposal facility of MCH through local municipal authorities. About 100
Kgs/Day of solid waste anticipated from sewage treatment plant and
same will be used as manure.
Garden and open spaces: Waste from open spaces and garden
comprise of horticultural waste that will be generated by periodical lawn
mowing and trimming of trees. Horticulture waste generated is based
on the experience in other projects with similar setting. Assumed waste
generation factor for horticulture waste is 15 kg/acre / day or .0037 kg/
sq m /day. Table 5.8 gives detail of the estimated waste generation
TABLE 5.8 : ESTIMATED WASTE GENERATION FROM DIFFERENT
ACTIVITIES
Facilities Provided
Waste generation norms per unit
No. Of units/Area
Total Waste
Generated (Kg /day)
Residential area 1.0 kg/day 2121 flats 2121
Garden &
Open space
15 kg/Acre/day or
0.0037kg/sq m/day
15,053.73 55 Kgs/day
Total Waste Generated (kg/day) 2176
Kgs/day Say 2200
Kgs
5.6.3 WASTE CHARACTERIZATION
Waste characterization for the proposed project has been carried out on
the basis of waste characterization studies in similar settings. The
following section details the estimated waste generation for proposed
project during construction and operation phases.
A) CONSTRUCTION PHASE
During the construction phase, a considerable quantum (90%) of waste
generated at the project site would be inert waste, which largely
comprising of clay, sand, gravel, untreated wood (natural wood, no
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paint), brick, concrete, concrete block, asphalt, pipes, conduits and
light steel material. A major portion of this waste will be used for
backfilling the basement and other leveling purposes.
Table 5.9 gives an estimate of the average composition of waste that
shall be generated from the onsite construction activities.
TABLE 5.9 : WASTE COMPOSITION – CONSTRUCTION PHASE
S. No Constituents Percentage
Composition
1. Soil, Sand and Gravel 34.99
2. Brick and Masonry 29.95
3. Concrete 24.98
4. Metal 4.97
5. Bitumen 2.04
6. Wood 2.04
7. Other 1.02
Total 100
Source: Derived from TIFAC Report “Utilization of Waste from
Construction Industry”, 2001
B) OPERATIONAL PHASE
Waste generated during operational phase can be broadly subdivided
into following.
a) Biodegradable
b) Recyclable
c) Non recyclable(Inert)
Table 5.10 shows the estimated composition of waste generated in
proposed project during operation phase.
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TABLE 5.10: ESTIMATED WASTE COMPOSITION
S. No Characteristics of
Waste
Units Percentage
Composition
Physical Characteristics
1. Paper and paper board % 40
2. Glass /ceramics % 5
3. Metals % 3
4. Plastics % 11
5. Rubber and Leather % 1
6. Textile % 2
7. Wood % 1
8. Food waste % 18
9. Others (Garden and
Inert)
% 19
Total 100
5.7 OTHER STRESSORS LEADING TO ENVIRONMENTAL IMPACTS
5.7.1 Change in Landscape of the site: The landscape of the area
will change with the coming up of proposed project. The large vista,
interconnected lawns and open green areas will change the aesthetics
of the local area.
5.7.2 Stress on Road Network
As it is anticipated about 5000 vehicles are likely to be added to road
net work, there is possibility of stress on road network due to be
implementation of the project
5.7.3 Energy utilization & Conservation :
The total energy load requirement for the site is 9922.5 KVA. Out of
this Energy load for common areas, Lifts, Water Motors, ETP, Cellars &
Basements and Roads and garden area requirement is 167.25 KVA. It
is proposed to adopt the following energy saving measures to save
20% of total load
• LED Lighting
• Energy Efficient 5 star rated Motors for water and ETP
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• Energy Efficient 5 star rated Motors for Lifts
• Solar lighting for roads and Garden area
• Solar water heating system for blocks
• Other measures of natural ventilation & Lighting
5.7.4 Safety and Emergency handling system
Elaborate fire fighting system which include fire hydrant system,
portable fire extinguishers, smoke detection & Alarm systems are
proposed for all the residential blocks and cellars. Adequate fire water
is maintained as per the norms prescribed. Adequate set backs are
planed for easy movement of fire fighting vehicles in case of
emergencies
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6.0 IMPACT ASSESSMENT & MITIGATION MEASURES
6.1 IMPACT ASSESSMENT:
The potential impacts on the surrounding environment in the 10km
radial distance of proposed project site along with the mitigation
measures during construction and operational stages are summarized
in Table 6.1 and Table 6.2.
The construction phase is for a period of 24 months. Considering this to
be a relatively short period, all construction impacts can be considered
to be short term and temporary.
As for the operational phase, the project proponent shall ensure that
impacts are minimized and are within applicable/ specified limits by
TSPCB & CPCB by providing relevant pollution control equipment and/
or mitigation measures discussed in the following tables.
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TABLE – 6.1 - CONSTRUCTION PHASE - POTENTIAL IMPACTS AND MITIGATION MEASURES
S. No.
Environmental components
Potential impacts
Source of impacts Mitigation measures Remarks
1. Water
resources
Minor negative
& temporary impact on
surface &
ground water
resources.
Water requirement
of 50 - 70 KLD for construction
activities
Judicious use of water;
minimization of water consumption by use of
high-pressure hoses for
dust suppression
Water requirement
will be sourced from the outside water
tanker.
2. Surface water
quality
No impact Erosion and run-off
due to excavation/
construction
activities, especially in
monsoon season;
Discharge of waste water, construction
as well as
domestic.
Avoiding excavation in
monsoon season; providing
appropriate measures for
erosion and sediment control; providing adequate
sanitation facilities for
workers at site; avoiding discharge of untreated
wastewater in the area.
-
3. Ground water
quality
No impact Construction
activities
Storage area for fuels,
paints, thinners, etc. to be
such so as to avoid chances of spillage. No discharge to
ground water body.
-
4. Air quality Temporary
negative impact
Construction
equipment;
operation of DG
Carrying out construction
activity in temporary
enclosures, where feasible;
-
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S.
No.
Environmenta
l components
Potential
impacts
Source of impacts Mitigation measures Remarks
sets for
construction power
requirement; vehicular traffic;
excavation;
concreting; etc.
water sprinkling for dust
suppression; regular
maintenance of construction equipment &
vehicles; use of fuel of
proper quality; use of
state-of-the-art
construction equipment &
methods
5. Noise Medium
negative &
temporary
Various
construction
activities; material and vehicular
movement
Use of low noise generating
state-of-the-art
construction equipment and construction techniques;
providing personnel
protective equipment to workers; providing
temporary enclosure for DG
set and other construction
activities, where feasible;
avoiding construction work
in the night time
-
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S.
No.
Environmenta
l components
Potential
impacts
Source of impacts Mitigation measures Remarks
6. Land
(i) Land use/
requirement
No impact The total plot area
is 86,401 Sq. m.
No land conversion is
required as land is a vacant
plot and is designated for
Residential complex by
municipal corporation.
Site Premises is
designated as
Residential area
(ii) Solid wastes &
land pollution
Temporary
minor negative
impact
Construction
material handling;
construction wastes
handling and
disposal
Maintaining proper
inventory control for
reduced waste generation;
substitution of hazardous
raw materials by non-
hazardous materials, where
feasible; providing proper
facility for storage and
handling of fuel oils;
disposal of spent oils,
classified as hazardous waste by sale to authorized
third party; proper handling
and disposal of construction
wastes; Contractor’s to assume full responsibility
for clearing off construction
wastes
-
(iii) Geology &
Seismicity
No impact Construction of the
Residential
No heavy structure planned
as part of the project
All civil structures
shall be constructed
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S.
No.
Environmenta
l components
Potential
impacts
Source of impacts Mitigation measures Remarks
complex as per earthquake
zone classification
7. Ecology Minor positive
impact
Construction
activity causing
impact on existing
ecosystem on-site
and top soil;
cutting of existing vegetation, if
required;
No trees on the site shall
be cut.
In fact green belt will be
developed all along the
building boundary, roadside
and lane divider. water sprinkling during
dust generation activities;
erosion and sediment
control; noise and fugitive dust control; restricting
construction activity during
night time
No ecologically
sensitive area such
as forest/
agricultural land will
be used for the
project. Presently, the site have few
trees. 7718.33 Sq.
m to be developed
as greenbelt & land scaping
8. Socio-economic
(i) Population and
literacy rate
Minor negative
and temporary
Increase in
population due to
possible temporary
settling of
construction
workers from
outside the study
area for the project
Employing local people to
the maximum extent
possible
About 50
construction workers
are expected to be
employed
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S.
No.
Environmenta
l components
Potential
impacts
Source of impacts Mitigation measures Remarks
(ii) Employment Minor positive &
temporary
impact
Availability of
construction jobs
Employing local people to
the maximum extent
possible
About 50
construction workers
are expected to be employed
(ii) Amenities such
as education,
medical, water
supply, sanitation, etc.
No impact Needs of
construction
workers;
Employing local people to
the extent possible for
construction work; making
adequate provision through the contractors to handle
water, sanitary, medical
and fuel requirement of
construction workers to ensure that the existing
infrastructure is not
strained
-
(iv) Transportation Temporary
negative impact
Increased traffic
load due to transportation of
construction
materials and
workers
Ensuring that traffic is well
regulated. Use of non-peak hours for material
transportation
-
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
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TABLE – 6.2 - OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES
S.
No.
Environmenta
l components
Potential
impacts
Source of impacts Mitigation measures Remarks
1. Water
resources
Minor negative
impact on surface
water resources
Moderate
negative impact
on ground water
resources due to
consumption.
Minor positive
impact due to
recharge by rainwater
harvesting.
Total water
requirement for the
proposed project is
1270 KLD.
(Fresh water 900
KLD &
S.T.P recycle370
KLD)
Recycle water will be used
Flushing and Gardening
The fresh water
will be sourced
from HMWS&SB.
2. Surface water
quality
No impact Discharge of
sewage and waste
water from utilities
Recycle water will be used
Flushing and Gardening
-
3. Ground water
quality
No impact Discharge of
sewage and waste
water from utilities
No discharge of
wastewater to ground
water body; use of treated sewage water for Flushing,
Gardening
Rainwater from
the rain water
harvesting will be used to recharge
ground water.
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd Page 46
S.
No.
Environmenta
l components
Potential
impacts
Source of impacts Mitigation measures Remarks
4. Air quality Minor negative
impact (for SO2,
NOX and HC
emissions)
Fuel combustion in
DG sets
All emissions will be well
within the specified
emissions standards;
stack height = building
height +5 mts. for safe
dispersal of pollutants;
HSD with 0.05% sulfur content in DG sets;
periodic maintenance of
DG sets for reduced
emissions
All emissions well
within the
specified limits
5. Noise Minor negative
impact
Noise generating
rotating/ moving
equipment
Proper equipment
selection; mandatory
acoustic enclosure for DG
sets; regular maintenance of noise generating
equipment; providing
personnel protective
equipment to persons working in noisy areas;
suitable design and
location of utility block; development of suitable
green belt and landscaping
-
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd Page 47
S.
No.
Environmenta
l components
Potential
impacts
Source of impacts Mitigation measures Remarks
6. Land environment
(i) Land use /
requirement
No impact Requirement of land
for the proposed
project
47,825.36 Sq.m of area
available for development
Once the project is
operational, no
additional land will
be required.
(ii) Solid wastes &
land pollution
Minor negative
impact
Handling and
disposal of
hazardous and solid wastes
Segregation of wet and
dry garbage – disposal of
dry garbage through off-site recycling or to
municipal waste collection
system and wet waste to
composting at site;
disposal of waste lube oils
by sale to authorized third
party; buy-back arrangement for waste
lead acid batteries
Though no solid/
hazardous waste
will be disposed off on land,
chances of
inadvertent
occasional spillage
on land cannot be
ruled out
(iii) Geology &
Seismicity
No impact Improper building
design not adhering
to specified codes;
improper building
maintenance
Regular maintenance of
the structures to withstand
natural phenomena;
carrying out the structural
integrity testing
-
9. Ecology No impact Emissions and
discharges from
project operations;
All emissions and
discharges including noise
will be within specified
-
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd Page 48
S.
No.
Environmenta
l components
Potential
impacts
Source of impacts Mitigation measures Remarks
noise generation;
improper disposal of
wastes
standards; all solid/
hazardous waste will be
disposed off in environmentally sound
manner
10. Socio-economic factors
(i) Population and
literacy rate
No impact Increase in
population due to
settlement of
personnel and
their families from
outside the study
area for the
proposed project
Employing personnel from
within the study area to the
extent possible, subject to
availability of skilled
manpower requisite to the
job requirement
About 20
personnel would
get direct
employment from
the project
(ii) Employment Medium positive impact
Direct employment of personnel for
proposed project.
Employing personnel from within the study area to the
extent possible, subject to
availability of skilled
manpower requisite to the
job requirement
Approximately 20 persons Direct
employment and
20 persons
indirect
employment are
expected to be
employed for the
project
(ii) Amenities such as education,
No impact Requirement of various facilities
Employing personnel from within the study area to the
Various amenities in the study area
RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.
Pridhvi Envirotech (P) Ltd Page 49
S.
No.
Environmenta
l components
Potential
impacts
Source of impacts Mitigation measures Remarks
medical, water
supply,
sanitation, etc.
for the children of
personnel
employed from outside the study
area
extent possible, subject to
availability of skilled
manpower requisite to the job requirement
are adequate.
(iv) Transportation Medium negative
impact
Burden on the
existing road
infrastructure due to the increased
traffic from the
proposed project
Ensuring that vehicular
movement is controlled
during peak traffic hours; providing bus services from
the office to the nearest
railway station; encouraging
car-pools for office employees
-