chapter –1 1.0 introduction - welcome to...
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Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 1
CHAPTER –1
1.0 INTRODUCTION
1.1 PURPOSE OF THE REPORT:
M/s Sri Gaddipati Hari Babu proposes to construct a "The Project comprises
1140 flats under 60 sq. meter / unit - Affordable Housing" residential building
with a plot area of about 25,793.36 Sq.Mts. The total built up area is
1,49,130.06 Sq.mts with 6 blocks (2 cellars + Ground + 14 upper floors) of
residential with 1140 flats, amenities block, with adequate parking area at
Sy. No.151 and 152, Bachupally (V), Pragathi nagar Grampanchayat,
Bachupally(M), Medchal, Malkajgiri(D). The area comes under residential
zone as per the Master Plan copy of the certificate confirming the same is
enclosed at Annexure I
As the total area proposed to be developed <1,50,000 Square Meters, as
per the EIA Notification dated 14th September 2006, the proposed project
activity falls under Building & Construction projects 8(a) Category B (B2),
which necessities to obtain Environmental Clearance from State Level
Environmental Authority, Telangana, but as the state committee is not
working we are here with applying for MOEF.
1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT:
Being a visionary and inclined towards business, Mr. G. Hari Babu entered
into business at a very young age, in 1979 he started the business.
REAL ESTATE PROJECTS DEVELOPED:
Lahari Meadows: In the year 1979 in Uppal,
Bollaram Industrial Area: In the year 1982 he developed Industrial
Plots.
Kazipally / Gaddapotharam Industrial Area: In 1984 he developed
another Industrial Area.
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 2
Lahari Estates (Pragathinagar) : Being ISO 9001 certified & covering a
massive area of over 400 Acres near Kukatpally in 1990’s.
Apurupa Township: In Jeedimetla in 1996
Lahari Enclave: in 1998 in Gajularamaram where the prestigious Usha
Mullpudi Cardiac Center, CMR group of Hospitals at Narayana
Hyrudalaya Center.
Lahari Green Park – During the period 2000 to 2002 over 100 acres
were developed at Bowrampet and 500 acres were developed in
Kondakal & Bhanoor village during 2004-2018.
Present Projects:
a) 1140 Flats Affordable Housing project is being developed at
Pragathinagar, Hyderabad.
b) 284 Flats Affordable Housing Project is being developed at
Shankarpally Village, Ranga Reddy District.
c) Developing fully integrated gated communities & townships in 150
acres in Kondakal Village, Ranga Reddy District.
1.3 PROJECT COST:
The estimated cost for the proposed project will be Rs.200 Crore & Expected
to be completed within a period of 6 years after getting requisite
permissions from the Authorities concerned.
1.4 SALIENT FEATURES OF THE PROJECT:
The salient features of the project are given below
TABLE - 1.1: SALIENT FEATURES OF THE PROJECT
Total Plot Area 25,793.36 Sq.mts
Greenbelt Area 3162.36 Sq.mts
Total Built up area 1,49,130.06 Sq.mts
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 3
No.of Blocks with Built-up area
S.
No
Block
Details
No. of Floors No
.of
Flats
Area
(Sq.Mts)
1 Block-A 2C+ G + 14 210
20,139.55
2 Block-B 2C+ G + 14 150
13,592.41
3 Block-C 2C+ G + 14 210
20,139.55
4 Block-D 2C+ G + 14 210
20,139.55
5 Block-E 2C+ G + 14 150
13,592.41
6 Block-F 2C+ G + 14 210
20,139.55
9 Amenitie
s Block G + 5 3545.88
Total 1140 1,11,288.9
Parking Facilities
Parking Area in (Sq.
Mtrs)
Cellar – 1 14,979.07
Cellar – 2 22,862.09
Total Parking
Area 37,841.16
Height of the building 44.85 mts
Water requirement & Source Total water requirement of water is 785.0 KLD from Municipal Supply & Bore well Fresh water is 540 KLD & Recycled water is 245 KLD
Power requirement & Source 2250 KVA, TSCPDCL
Backup Power 2 X 500 KVA DG sets.
Solid waste & mode of disposal
2940 kgs/day - waste will be sent to GHMC 25 Kgs/day STP sludge used as manure
Hazardous waste & mode of disposal
Used batteries 2 no’s/Year Waste Oil from D.G. Sets 100 Liters/Year Transformer oil 60 Liters/Year will send to TSPCB Authorized recyclers/ re-processors
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 4
CHAPTER – 2
2.0 PROJECT DESCRIPTION
2.1 LOCATION DETAILS:
M/s Sri Gaddipati Hari Babu proposes to construct "The Project comprises
1140 flats under 60 sq. meter / unit - Affordable Housing ", residential building
with a plot area of about 25,793.36 Sq.Mts. The total built up area is
1,49,130.06 Sq.mts with 6 blocks (2 cellars + Ground + 14 upper floors) of
residential with 1140 flats, amenities block, with adequate parking area at
Sy. No.151 and 152, Bachupally (V), Pragathinagar Grampanchayat,
Bachupally(M), Medchal, Malkajgiri(D).
Features of the site:
The geographical co-ordinates of Residential complex are
S.No Latitude Longitude
1. N 170 32’21.80” E78023’43.80”
2. N 170 32’21.71” E78023’39.40”
3. N 170 32’20.03” E78023’39.37”
4. N 170 32’19.79” E78023’38.32”
5. N 170 32’18.85” E78023’38.32”
6. N 170 32’18.85” E78023’39.37”
7. N 170 32’17.49” E78023’39.44”
8. N 170 32’17.59” E78023’43.75”
i.Accessibility & Existing Road network
The nearest Major Road is Gandimysamma X Roads to Miyapur (Inner Ring
Road) which is 150 feet wide Road. The access road to the project site is
through the Pragathi nagar Road which is adjacent to the site and is 100
feet wide Road.
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 5
ii. Topography & Surrounding features of the site
The Land is plain area with few herbs, shrubs, and grass. Following are the
surrounding features of the proposed site.
North : Lahari group open lands
East : VNR Hostel
South : Lahari group open lands
West : open land followed by Road
Topo sheet of the area is given at Figure 2.1. Base map of the Area is given
at Figure 2.2, Google map is given at Figure 2.3 and photographs of the site
are given at Figure 2.4
iii. Water Bodies & other features of the site and 10 KM radius
The major surface water bodies within the 10 kms radius are:
The major surface water bodies within the 10 kms radius are Ambir Cheruvu
2.72 Kms in South-East Direction, Kotta Cheruvu 7.04 Kms in South East
Direction, Borampet Cheruvu 2.41 Kms in North West Direction, Maisamma
Cheruvu 8.29 Kms in South East Direction
The major reserve forest is Kottaguda R.F 1.59 Kms (NE)direction.
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 6
FIGURE - 2.1: TOPO SHEET OF THE AREA – 10 KM RADIUS
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 7
FIGURE - 2.2 BASE MAP OF THE AREA
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 8
FIGURE - 2.3: GOOGLE MAP OF THE SITE
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 9
FIGURE - 2.4: SITE PHOTOGRAPHS
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 10
TABLE - 2.1: SALIENT FEATURES OF PROJECT SITE
Vil lage Distr ict State
Bachupal ly Medchal- Malkajgir i Telangana
Latitude & Longitude Latitude Longitude
N 170 32’21.80” E78023’43.80”
N 170 32’21.71” E78023’39.40”
N 170 32’20.03” E78023’39.37”
N 170 32’19.79” E78023’38.32”
N 170 32’18.85” E78023’38.32”
N 170 32’18.85” E78023’39.37”
N 170 32’17.49” E78023’39.44”
N 170 32’17.59” E78023’43.75”
Ambient Temperature Minimum 130 C
Maximum 430C
Humidity 55 – 65 %
Rainfal l 800 – 1100 mm per Annum
Climate Tropical & Semi-Arid
Type of soil soi ls are mainly brownish sandy
and Ready loamy
Distance from Urban area Hyderabad core area
Distance from nearest Air Port Rajiv Gandhi International [email protected] Km,South East
Distance from nearest rai lway station
Hafeezpet railway station 6.9 KM
Distance from nearest Fire station
KPHB f ire station @5.1 km
Distance from nearest vil lage Part of pragathi nagar
Distance from nearest surface water source
Kotta Cheruvu @5.20 KM ,S
Reserve Forest Gajularamaram Reserved Forest – 1.59 Kms (NE)
Any histor ical monuments within 10 KM radius
None
Any ecologically sensit ive areas within 10 km radius
None
Topography Plain and land locked
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 11
2.2 SITE AREA & BUILT-UP AREA:
It is proposed to develop in six blocks of residential towers with 1140 flats,
an amenities block and adequate parking area in a plot area of 25,793.36
Sq.mts of land. Following is the overall area statement of the site
Table - 2.2: OVERALL AREA STATEMENT OF THE PLOT
S.No Land use Area in Square Meters
1 Total Plot area 25,793.36
2 Area affected for road widening
--
3 Net Area available for development
25,793.36
TABLE - 2.3: OVERALL AREA STATEMENT OF THE SITE
Details Area
Sqm Ac %
Residential Blocks 6688.5 1.65 25.90
Amenities 590.98 0.14 2.19
Green belt 3162.36 0.78 12.24
Utilities 120.00 0.02 0.31
Vacant areas ( setbacks, roads & open areas)
15231.52 3.76 59.02
Total 25,793.36 6.37 100
2.2.1 BUILT UP AREA:
Following is built up area of the proposed blocks
It is proposed to construct a residential complex with six blocks of
residential towers with 1140 flats (1 BHK Flats 30, 2 BHK Flats –1110 ) with an
amenities block details are provided in Table 2.3
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 12
TABLE - 2.4 NUMBERS OF FLOORS AND AREA
S. No Block Details No. of Floors No .of Flats Area (Sq.Mts)
1 Block-A 2C+G + 14 210 20,139.55
2 Block-B 2C+G + 14 150 13,592.41
3 Block-C 2C+G + 14 210 20,139.55
4 Block-D 2C+G + 14 210 20,139.55
5 Block-E 2C+G + 14 150 13,592.55
6 Block-F 2C+G + 14 210 20,592.55
7 Amenities Block G + 5 3545.88
Total 1140 1,11,288.9
2.3 PARKING AREA:
The total area allocated for cellar parking is 38,688.33 Sq.Mts, which can
accommodate 1141 four wheelers and 1140 two wheelers. The total
parking area is being proposed in the proposed project is given below:
TABLE - 2.5: PARKING SPACE PROVISION
Parking Area Sq.mts
Cellar - 1 14,979.07
Cellar - 2 23,709.26
Total Parking Area 38,688.33
The conceptual Plan of the project is given at Annexure II
Circulation plan:
1. No. of cellars: 2
2. No. of ramps - 2
3. Width of ramp: 5.4m
4. Slope of ramp: 1:8 ratio
5. Cellar driveway: 4.5m
6. No. of lifts : 26
7. Capacity of each lift: 13 passengers
2.4 ROAD NETWORK:
The nearest Major Road is Gandimysamma X Roads to Miyapur (Inner Ring
Road) which is 150 feet wide Road. The access road to the project site is
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 13
through the Pragathi nagar Road which is adjacent to the site and is 100
feet wide Road.
2.5 WATER REQUIREMENT:
As per National Building Code, 2005 (NBC), water requirement for
residential 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 5700 people from residential complex.
Another 10 people would be there like security and other support staff.
Thus total water requirement for inmates is estimated at 770 KLD. Quantity
estimated for guests and visitors is estimated at another 5.0 KLD.
Considering washings of floors and other requirement, a total requirement
is estimated at 775 KLD. Out of this, it is estimated that 235.0 KLD of water
would be required for toilet flushing’s and rest for other uses. Also it is
estimated that about 10 KLD of water is required for landscaping and
plantation purposes. Thus total water requirement would be 785.0 KLD. It is
proposed to source water from Municipal Supply & Bore wells.
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 667.0 KLD. It is proposed to treat the
sewage in STP of capacity of 800 KLD. The treated waste water is used for
Flushing & gardening (245KLD). Rest of the 422 KLD of treated water would
be send to municipal sewer. Thus the total fresh water requirement during
occupational stage is would be 540.0 KLD as detailed below
TABLE - 2.6: WATER REQUIREMENT
S.No. Stream Quantity
in KLD
Fresh/
Recycled
Wastewater
generated
Method of
Treatment
1 Domestic Water 540.0 Fresh 432.0 STP
2 Toilet Flushing 235.0 Recycled 235.0 STP
3 Gardening 10.0 Recycled - -
4 Evaporation loss - 118.0
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 14
Total 785.0
785.0
2.6 POWER REQUIREMENT:
The power requirement for the proposed project is estimated as 2250 KVA
which will be sourced from the TSCPDL
2.7 BACK-UP POWER DETAILS:
It is proposed to provide emergency power back up for lifts, water
pumping and common area lighting with two DG set of 500 KVA
capacities.
2.8 FUEL REQUIREMENT:
The fuel requirement for 2 X 500 KVA is 300 Liters/day for 8 hours operation
of DG sets due to power outage. The fuel used in DG sets is High Speed
Diesel (HSD).
2.9 MAN POWER REQUIREMENT:
The maximum man power required for the development of proposed
project during construction phase is 100 persons. And during occupational
phase it would be around 10 people
2.10 ROADS & STREET LIGHTS:
As it is six blocks of residential complex with amenities block and parking
area is provided in cellar direct paved road from gate to cellar area is
proposed. All internal roads are proposed in the development of the site.
Setbacks of minimum 13.0 meters all-round the block is left for free
movement of fire tender which is as per the Telangana state Fire services
directorate guidelines. Provision of 2.0 meters green belt is proposed all-
round the site
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 15
2.11 SITE DESCRIPTION
2.11.1 GEOMORPHOLOGY
The proposed construction site of Sri. Gaddipati Hari Babu is located in the
upcoming township of Bachupally village & mandal of Medchal Malkajgiri
district. The site is areally 1.40 kms southeast Bachupally, 3.20 km northeast
of Nizampet, and 5.50 km northwest of Kukatpally, and is approachable
through well paved roads from all around. The site is bounded by 30 m
road on the western side, VNR site on the eastern side, and lands of Lahari
group on northern and southern sides (Figures 1 and 2).
Figure 1. Regional Map of Study Area
The area is as well shown in the Toposheet No. 56K/6-3B of the Survey of
India with area central coordinates of Latitude N17032’19” and Longitude
E78023’40”.
The area is distinguished by an upland area, abounded by a number of
small hills, mounds, tors, dykes, etc. The area around the project site
constitute dissected, undulating and rolling topography with erosional
landscape covered by a layer of red loamy granitic soil of varied thickness.
Most of these land forms are getting flattened because of intense
construction activity in the area (Figures 2 and 3). The area is underlain by
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 16
weathered and massive granite gneisses. The general elevation of the site
is 610 m above mean sea level (amsl). The high elevation in the area is 620
m amsl on the hillock located 2.60 km northeast of site, and low elevation is
540 m amsl situated in the down reaches of Ameenpur Lake at 7.0km
southeast of the site.
Figure 2. Site Location and Surroundings
Figure 3. Part of the Toposheet No. 56K/6-3B showing Bachupally
Watershed. (Note: Watershed boundary is shown with Blue Outline. The spelling of
Bachupally was pronounced in the Toposheet as ‘Baspalli’)
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 17
2.11.2 DRAINAGE
Physiographically the land site area forms an upland and topohigh area
with the absence of significant drainage, other than small ephemeral
streamlets flowing with radial pattern of drainage. Some small and
medium size tanks and some water bodies like Sri Sainagar Lake, Ambar
Cheruvu, and a small water body (south of Whisper Valley) are all situated
in the down slope and plain areas (Figure 2). The water bodies in the area
are gradually getting reduced over the years with the slowing down of
inflows, erratic rain fall, as well as the construction activity.
Major part of the pediment-inselberg complex in the study area is
dissected by streamlets flowing in a general south and southeasterly
directions. A watershed of about 2.0 sq.km is located <100 m northeast of
construction site named here as Bachupally Watershed (Figures 3). The
runoff and other inflows in to this catchment flow seasonally and culminate
into a small percolation tank located southeast of the Bachupally. The tank
remains dry most part of the year. The watershed is marked by the
dendritic drainage pattern, and most of which are connected by small
ephemeral nallahs (streamlets). The project site is located in the upland
area, and along the southeastern border of the watershed, with less
groundwater infiltration and more surface runoff quotient.
2.11.3 GEOLOGY
The area comprises of Archaean granites and gneisses comprising older
metamorphic rocks, peninsular gneissic complex (migmatites) and younger
intrusive rocks. The lithological units include granites, gneisses, schists,
younger granites, dolerites, and amphibolites.
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 18
CHAPTER – 3
3.0 BASELINE ENVIRONMENT
3.1 BASELINE SCENARIO
In order to assess the current environmental setting and likely impact of the
project on the surroundings, baseline study is carried out by M/s. Pridhvi
Envirotech (P) Limited. Ground water, ambient air, noise and soil samples
were collected and analyzed. The results are presented in the following
sections.
3.2 METEOROLOGY
Hot steppe type climate prevails over Hyderabad. The mean daily
temperature varies from 300C to 430C from April to June and from 200C to
240C in the months of December and January. The climate is pleasant from
November to February. The summer months of April and May are
uncomfortable due to oppressive heat. The period from July to September
is warm, humid and uncomfortable.
More than 75 per cent of the rainfall is received during the south-west
monsoon season, i.e., from June to September, July being the month when
it rains. September is the month, when there are rains. The south-west
monsoon sets in by 2nd week of June. Its advent is sudden and the rainfall
increases from less than 5 per cent (of the annual) in May to 15 per cent in
June.
Humidity in the morning is high exceeding 80 % from July to September. In
the dry months of March, April and May, humidity is generally low with an
average of 25 to 30 % and decreases to 20 % at individual stations. June to
October is the period when more than half of the sky is covered with
clouds, while only about 2/8 of the sky is clouded from January to March.
Half of the days in July and August have overcast skies. About 10 to 13
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 19
days in the months of January, February and March, the skies are free from
clouds, clear weather.
The ambient temperature ranges between 13oC to 44oC with average
temperature being 25oC. The relative humidity ranges from 28 to 65% with
average humidity being about 45%.
3.3 AIR QUALITY:
The ambient air quality in the study area was measured at project site and
analysed for PM2.5, PM10, SO2, and NOx. The air quality at main entrance of
the site is presented below.
TABLE - 3.1: AMBIENT AIR QUALITY
S.No. Parameters Units
Values NAAQ
Standards
1 Particulate Matter (PM10) µg/m3
58 100
2
Particulate Matter (PM2.5) µg/m3
37 60
3
Sulphur Dioxide (SO2)
µg/m3
19 80
4 Oxides of Nitrogen (NOx) µg/m3
25 80
3.4 NOISE QUALITY:
The Noise levels in the study area at project site measured for one day and
the results are given below.
TABLE - 3.2: NOISE LEVEL MONITORING
S. No Name of Location Values Units
1 Near Entrance Gate ( Day Noise)
55 dB(A)
*All values in dB (A)
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3.5 HYDROGEOLOGY
Ground Water Conditions
Ground water occurrence, movement and recharge to aquifers are
controlled by degree of weathering, fracture pattern, geomorphological
setup and rainfall. Granites and Gneisses of peninsular gneissic group
constitute major aquifers in the area. Ground water occurs in phreatic
condition in the weathered zone and under semi-confined condition in the
fractured and jointed rock formations. With the steep decline of water
levels the phreatic zone is getting diminished. The common ground water
abstraction structures are bore wells and their yields mainly depends on
the recharge conditions in the area.
Due to urbanization, exponential growth in population and industrial units,
demand for water has resulted in indiscriminate drilling of bore wells in
recent years. This has resulted in depletion of ground water levels, drying
up of age old dug wells mainly due to the over exploitation of the ground
water resources. Due to increase in number of bore wells and
overdevelopment of ground water the yields in the area have declined
leading to failure of wells. The depth of the bore wells in the area varies
from 80 to >200 m, and even some were drilled down to 250 m. The ground
water yields generally range from < 1.0 lps to 3.0 lps (liters per second), with
some instances of up to 5.0 lps. The transmissivity of aquifer range from 19
to 190 m2/day and the specific yield of phreatic aquifer range from 0.01 to
0.4 (CGWB, 2007 & 2013).
Ground Water Levels
Behaviour of ground water level is essentially controlled by physiography,
lithology and rainfall. There is general decline and rise of water during pre-
and post-monsoon season. The rises are due to the general buildup of
water levels in response to rains, and declines are due to erratic monsoon,
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Medchal- Malkajgiri(D)
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less recharge (due to urbanization), and exploitation of groundwater
resources.
The depth to water levels in the area varies from 8 to >20 m below ground
level (bgl). The dug wells usually show phreatic, and the borewells indicate
semi-confined conditions. The long term fluctuation data of two
representative Central Ground Water Board (CGWB) monitoring stations
situated near to the project site were analysed. These are located at
Miyapur and Kukatpally (Figure 1), and the analysed plots are shown in
Figures 4 and 5. The CGWB has constructed piezometer (bore) wells
specifically to monitor the ground water levels at Miyapur.
0,0
2,0
4,0
6,0
8,0
10,0
Ma
y-0
4
Au
g-0
4
No
v-0
4
Ma
r-0
5
Ju
n-0
5
Sep
-05
Dec-0
5
Ap
r-0
6
Ju
l-0
6
Oct-
06
Jan
-07
Ap
r-0
7
Au
g-0
7
No
v-0
7
Feb
-08
Ma
y-0
8
Au
g-0
8
Dec-0
8
Ma
r-0
9
Ju
n-0
9
Sep
-09
Jan
-10
Ap
r-1
0
Ju
l-1
0
Oct-
10
Jan
-11
Ma
y-1
1
Au
g-1
1
No
v-1
1
Feb
-12
Ju
n-1
2
Sep
-12
Dec-1
2
Ma
r-1
3
Ju
n-1
3
Oct-
13
Jan
-14
Ap
r-1
4
Ju
l-1
4
Dep
th t
o W
ate
r,
mb
gl.
Ground Water Levels of Miyapur, Ranga ReddyDistrict, Telanagana.(PiezometerWell, 5.36 km of southwest of Project Site, Based on Central Ground Water Board Data, Gaps indicate no
data)
Decline Trend of 0.025 m/annum
Figure 4. Ground Water Levels and Fluctuations at Miyapur.
The depths of the water levels of these two monitoring stations, along with
seasonal water level fluctuations, vary from 3 to > 10 m bgl. Based on the
monitoring analysis, the areas indicate long term declines ranging from
0.025 to 0.33 m per annum (Figures 5 and 6). Further analysis and
calculation of water level fluctuation data for the years 2005 to 2013
indicate little changes with the water levels responding slightly to seasonal
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changes, marked by declining trend. The water levels recorded at
Miyapur indicate a long term decline of 0.025 m/annum, whereas the
water level fluctuations at Kukatpally area have a steep decline of 0.33
m/annum. Because of the deeper water level conditions substantiated by
the declining trends, the dug wells in the area became obsolete, and
ground water is mostly developed through deep borewells.
0,0
1,0
2,0
3,0
4,0
5,0
6,0
7,0
8,0
9,0
10,0
Ma
y-0
4
Au
g-0
4
No
v-0
4
Ma
r-0
5
Jun
-05
Sep
-05
Dec-0
5
Ap
r-0
6
Jul-
06
Oct-
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Jan
-07
Ap
r-0
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Au
g-0
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No
v-0
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Feb
-08
Ma
y-0
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Au
g-0
8
Dec-0
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Ma
r-0
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Jun
-09
Sep
-09
Jan
-10
Ap
r-1
0
Jul-
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Oct-
10
Jan
-11
Ma
y-1
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Au
g-1
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No
v-1
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Feb
-12
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-12
Sep
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Dec-1
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Ma
r-1
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Jun
-13
Oct-
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Jan
-14
Ap
r-1
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Jul-
14
Dep
th t
o W
ate
r,
mb
gl.
Ground Water Levels of Kukatpally, Ranga Reddy District, Telangana.(Dug Well, 5.50 km southeast of Project Site; Based on Central Ground Water Board Data, Gaps indicate no data)
Decline Trend of 0.33 m/annum
Figure 5. Ground Water Levels and Fluctuations at Kukatpally.
GROUND WATER RESOURCES ESTIMATION
In collaboration with the state departments, Central Ground Water Board
(CGWB) carried out ground water resource estimation and categorization
studies for the Quthubullapur Mandal of Ranga Reddy District for the year
2008-09. The CGWB has categorized the area as ‘safe’ with the stage of
ground water utilization of 49%, indicating further scope for ground water
development. These details are applicable to the study area also, as it is
part of this Mandal. But the urban areas covering Kukatpally and
Nizampet areas marked by steep decline of water levels substantiated by
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the intense utilization of ground water. Because of these factors the actual
ground water development in the study area may be more than 70%.
WATER QUALITY
The ground water in the Quthubullapur Mandal area is generally suitable
for domestic, irrigation, and industrial purposes with few exceptions such as
Nitrate and Fluoride. Fluoride concentration in ground water in the area
varies from < 0.5 to about 1.50 mg/l (CGWB, 2007).
The quality of ground water in and around the project site is potable. The
results of the hydrochemical sampling conducted in the nearby areas
indicated that the quality of ground water is good, potable, alkaline with a
pH of over 7, total dissolved solids (TDS) generally below 800 mg/l, and
chloride concentrations less than 200 mg/l.
3.8 SOIL QUALITY:
The soil condition and bearing capacity were tested for analysis and the
report is presented below.
TABLE - 3.3: SOIL SAMPLE ANALYSIS REPORT
S.NO PARAMETERS RESULT
1. pH (1.5 Soil water extract) 8.27
2. E.C (1.5 Soil water extract) 165
3. Available Nitrogen 60.25
4. Available Phosphorous as P2O5 12.64
5. Available potassium as K2O 8.0
6. Sodium as Na 20.42
7. Calcium as Ca 48.0
8. Magnesium as Mg 11.2
9. Chloride as Cl 48.6
10. Organic Carbon 0.5
11. Texture Sandy loam
12. a) Sand % 50.2
13. b) Silt % 36.5
14. c) Clay % 8.3
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3.9 FLORA & FAUNA
Core zone: The project site is a private land with man made ecosystem
with few selected trees, shrubs and herbs. Entire area is with terrestrial
vegetation is without any forest or agriculture land and it was devoid of
any ecologically sensitive biological resources. There are no REET species
present in the core zone. No migratory corridors or breeding grounds for
faunal species present here.
At present there is some green belt within their site premises. Some space
was allotted to raise specific plants in core zone. No special precautions
were made towards conservation of faunal diversity. The common
butterflies, dragonflies, birds and smaller mammals were sighted here.
Ornamental species like Plumaria alba and other croton plants are
maintained. The premise was naturally grown species such as Azadiracta
indica, Pongamia pinnata, Ficus bengalensis, Borassus and Prosophis
juliflora. The most commonly seen shrubs are Calotripis procera, Phoenix sp.
etc and herbs are very limited as the entire ground covered with carpet
grass and other natural Indian grass varieties covered. Apart from that few
weeds are commonly seen at few places are Tephrocia purpuria, Lucas
aspecra, Casia uniflora, Euphorbia hirta, Croton bonplantianum, Tridax
procumbance.
The faunal composition generally with arboreal and semi arboreal based
animals. Some very common small animals like Squirrels, rats, skinks and
lizards are generally found here. In aves, Cattle egrets, Mynas, White
headed babblers, Sparrows, Black drango and Indian Robin are seen.
Butterflies are fairly attracted to the ornamental plants and water present
on grasses during sprinkling.
Buffer Zone
Buffer zone is mostly with human habitations. Buffer area is mainly non
cultivable waste land. This area has few trees and shrubs with Mesophytic
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adaptation. The faunal composition was also estimated based on the
direct and indirect evidences. Phoenix aculis, Borassus flabellifera,
Azadirachta indica, Prosopis spicegera, Ficus sp, Acacia sp, Tribulus terrstris,
Achyranthus aspera, Euphorbia caudifolia, E. tirucelli. Opuntia, are mainly
restricted to waste and culturable waste lands ands. Albizia procera,
Albizia lebbeck, Delonix regia, Azadirchta indcia, Peltoforum sp., Terminalia
catapa, Psidium guava, Dalbergia sisso and Tamarindus indica are
predominant near villages.
IVI and Species Diversity
The diversity indices of the core and buffer zones were 2.275 and 2.931
respectively. The indexes show that the core zone is less diverse area than
buffer zone.
Endemic, Threatened and Endangered Plant Species
In the floristic checklist, the study area shows rich floristic diversity. Number
of floral species in the study area are 155. A good number of species are
commercially cultivated in orchards. Number of plant species have
medicinal value and also important for other non-timber produces. From
the present survey it appears that none of the endangered plant species
exist in the study area.
Aquatic Ecosystem:
The biological resources of aquatic system were studied in the small ponds
present in buffer area. Fishes: A total of 22 species of fishes have been
recorded in the study area by secondary source of information. Amphibia:
5 common species were seen during the study. Aquatic Bird: 6 species of
aquatic birds are recorded. Threatened and Endangered Aquatic Fauna:
The survey results show that none of the aquatic fauna is threatened or
endangered according to Indian Wildlife (Protection) Act, 1972 and
amended in 1991.
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CHAPTER – 4
4.0 POLLUTION SOURCES - CHARACTERISTICS,
QUANTIFICATION AND PREDICTION
4.1 POLLUTION SOURCES
Pollutants generated due to project activities during both the construction
and operation phase are solid, liquid and gaseous in nature. Also the
generation of pollution could be continuous, periodic or accidental.
Sources of pollutants and their characteristics during the construction and
operation phase are given below in Table 4.1.
TABLE - 4.1: POLLUTANT SOURCES AND CHARACTERISTICS
S.
No
Activity/Area Pollutant Pollutant
Characteristics
Frequency
CONSTRUCTION PHASE
1. Ground working and leveling
Air emissions – PM, NOx, SO2, CO
Dust from construction activities and excavation. Particulate
matter, NOx
and CO from vehicle exhaust
Temporary during
construction phase only- bulk of the emissions are expected
from ground working and
leveling activities.
Earth / solid waste
Solid waste from construction
activity and excavation.
Periodic.
Noise Noise generated from
construction equipment and
Machinery
Temporary during initial construction
phase
2. Labour Camps Sewage Sewage generated from temporary labor
camps on site
Temporary – during the initial
construction phase
Solid Waste Solid Waste generated from
temporary
Temporary – during
the initial
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S.
No
Activity/Area Pollutant Pollutant
Characteristics
Frequency
labour camps on site
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
7. Maintenance / housekeeping
Wastewater Floor washing Continuous
Solid waste Used equipment
Continuous
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S.
No
Activity/Area Pollutant Pollutant
Characteristics
Frequency
parts and garden wastes
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
4.2 AIR EMISSION SOURCES
Air emissions have no boundaries and can migrate between areas
depending upon the wind direction and speed.
4.2.1 IMPACT OF AIR EMISSIONS
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 has some structures in it, so extensive
formation work is not expected during this phase. It is assumed that most of
the excavated material shall be used within the project, with minimal cut
and fill material to come from outside the site.
Due to the confined nature of heavy construction activity during this
limited period, tailpipe emissions from construction equipment are
assumed to be essentially negligible.
OPERATIONAL PHASE
During the operational phase, the diesel generator sets to be operated for
back-up power supply are the major source of air pollution. From this point
source, the following pollutants are expected;
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PM10, PM 2.5 SO2, NOx and CO
Diesel Generator Set Fuel Combustion - Point Source
To serve as an emergency power back-up, 2 diesel generator of 500 KVA
connected to individual stacks shall be installed. The diesel generator sets
are operated only during power failure thus conserving fuel and reducing
the pollution.
As a worst-case scenario, emissions were predicted assuming an operation
time of 24 hours. The emissions from the diesel generators are provided in
the following table:
TABLE - 4.2: DIESEL GENERATOR SET EMISSIONS
Capacity
of DG Set
No. of
DG Sets
Stack
Height
(m)
Diamete
r of
Stack
(m)
Temp. of
exhaust
gases (0C)
Exit
velocity
(m/sec)
Pollutant
Emission rate (g/sec)
SPM SO2 NOx
500 KVA 2 5 0.3 175 16.78 0.101 0.12 0.18
4.3 NOISE EMISSIONS SOURCES
The assessment of the impacts of noise on the surrounding community
depends upon:
Characteristics of noise source (instantaneous, intermittent, or
continuous in nature, with the latter contributing the least to noise
pollution);
Time of day at which noise occurs; and
Location of noise source with respect to noise sensitive receptor.
CONSTRUCTION PHASE
The description of construction activity as detailed in Section 4.2.1 (with
regards to spatial phasing and type of sources) is also pertinent to the
noise emissions emitted in the construction phase. Sources of noise
emissions are expected from various types of construction equipment.
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General noise levels generated from the operation of equipment and
machinery are provided in Table 4.3 below:
TABLE - 4.3: NOISE LEVELS GENERATED FROM CONSTRUCTION EQUIPMENT
Name of the source Noise Level at 16 m (50
ft)from Source in dB (A)
Noise Level at 1 m from
Source (calculated)in dB(A)
Air Compressor 87 111
Back Hoe/Loader 81 105
Concrete Mixer Truck 85 109
Concrete Pumper 70 94
Concrete Vibrators 77 101
Cranes - mobile 81 105
Dump Truck 83 107
Generator Not Considered 75 (CPCB)
Hammering 86 110
Jackhammer 88 112
Pile Driver 100 124
Radial Arm Saw 80 104 Source:www.gvrd.bc.ca/education/pdf04/ColumbiaWorkshop1-ConstructionNoise.pdf
The MoEF has not yet prescribed noise emission specifications for
construction equipment. However, the limited information available is
provided in Table 4.4.
TABLE - 4.4: NOISE LIMITS FOR APPLIANCES AND CONSTRUCTION EQUIPMENT
AT MANUFACTURING STAGE
Equipment Noise Limit dB (A)
Window Air Conditioner(1ton -1.5 tons) 68
Air Coolers 60
Diesel Generators 85-90
Compactors (rollers), Front Loaders, Concrete Mixers, Cranes(movable), Vibrators, and Saws
75
Source: http://dpcc.delhigovt.nic.in/pdf/Pollution_Control_Law.pdf
OPERATIONAL PHASE
During the operational phase, the diesel power generators will be the
major source of noise.
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Diesel Generator Sets
Noise Limit for Generator sets run with Diesel
Noise limit for diesel generator set (2X 500 KVA) manufactured on or after
the 1st January, 2005.
The maximum permissible sound pressure level for new diesel generator
(DG) set with rated capacity (2X 500 KVA), manufactured on or after the
1st January, 2005 shall be 75 dB(A) at 1 meter from the enclosure surface.
Noise control for diesel generator will be as follows:-
Noise from DG set shall be controlled by providing an acoustic enclosure
or by treating the room acoustically, at the users end.
The acoustic enclosure or acoustic treatment of the room shall be
designed for minimum 25 dB (A) insertion loss or for meeting the ambient
noise standards, whichever is on the higher side ( if the actual ambient
noise is on the higher side, it may not be possible to check the
performance of acoustic enclosure/ acoustic treatment. Under such
circumstances the performance may be checked for noise reduction upto
actual ambient noise level, preferably, in the night time).The measurement
for Insertion Loss may be done at different points at 0.5 m from the acoustic
enclosure/ room. The DG set shall be provided with proper exhaust muffler
with insertion loss of minimum 25 dB (A).These limits shall be regulated by
the State Pollution Control Boards and the State Pollution Control
Committees.
Source: www.cpcb.nic.in
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4.4 WATER AND WASTEWATER MANAGEMENT
4.4.1 WATER REQUIREMENTS
Water requirement during the construction phase will be met from water
tankers. The required water during the operational phase will be sourced
from Municipal Supply & Borewell.
Also it is proposed to collect rain water duly and use it for construction
purposes. It is also emphasized that exploitation of ground water shall be
minimized during construction & Operational phases.
The water requirements during various phases of the project are discussed
below:
A) Construction Phase
The project implementation would involve various construction activities.
The following section summarizes the water requirement, its sources and
management of wastewater.
Site development:
Development of site for the proposed development involves excavation,
leveling of the ground surface and stock piling. However as the project site
is 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 would
require water and may generate waste water too. Water demand during
construction phase would be for:
Construction activities.
Domestic use.
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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 total water requirement for construction activity would be 100 KLD. It is
proposed to source water from ground water resources either through
bore well or though water tankers from outside parties
B) Operational Phase
Daily Water Requirement and Sources:
It has been mentioned before that the domestic water requirements will
be met from the Municipal supply. The water requirement for Flushing,
Gardening, Landscaping and other purposes would be met from duly
treated recycled water. However, in case of failure of water requirements
are planned to be met partly through private tankers. Rain water will be
recharged to the ground to augment the water table in the area. Water
tankers will be used only in case of any emergency or failure of water
supply by ground water.
4.5 ENVIRONMENTAL INFRASTRUCTURE:
a). Waste Water Generation & Management:
Total quantity of wastewater generation is likely to be 667 KLD. The
generated waste water is collected and treated in in-house Sewage
Treatment Plant of 800 KLD capacity. Out of the total treated water, 245.0
KLD is used for Gardening & Flushing and rest would be discharged to
municipal sewers.
It should therefore be concluded there is no significant impact on surface
water quality & hydrology of the area. The proposed rainwater harvesting
scheme stabilizes the groundwater table in the area.
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FIGURE - 4.1: WATER BALANCE DIAGRAM
b). Sewage Treatment Plant (STP):
A sewage treatment plant of 800 KLD capacity based on Fluidized Aerobic
Bio-Reactor (FAB) technology is proposed to treat 667 KLD of sewage
water generated in the proposed project .After treatment the water will be
used for Gardening & Flushing.
The design of the STP shall be based on the parameters given in below
table.
TABLE - 4.6: DESIGN PARAMETERS OF SEWAGE TREATMENT PLANT Parameter Unit
Quantity KLD 667
pH -- 6.5-8.5
Oil & Grease Mg/l 20
TSS Mg/l 200
BOD Mg/l 350 mg/l it
COD Mg/l 500 mg/l it
Flushing Demand –
235 KLD
Evaporation &
Other Losses
118 KLD
Daily Fresh Water
785 KLD Domestic Demand
540 KLD
Waste
Water –
667KLD
STP
Recycled Water
245 KLD Greenbelt –
10 KLD
432 KLD
235 KLD
STP Treated Water – 245 KLD
Daily water demand: 785 KLD (fresh water 540 KLD and recycled water 245 KLD
Drained Water to
city sewer
system
422 KLD
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Sewage Treatment Process Description:
SEWAGE treatment plant is designed to treat 667 cum of Sewage per day.
This Sewage shall be generated across the 3 shifts. The proposed scheme is
depicted in the figure attached below.
Primary treatment: The Sewage is collected and led via drain to the
treatment plant site. In the drains, screens shall be provided for retaining
coarse matter. The screens are manual type and are to be cleaned at
regular intervals. Two stages of screens are provided i.e. coarse screen
followed by fine screens. The Sewage is then taken to grit chamber for
removal of grit. Following removal of grit, the Sewage is taken to an
equalization tank for attenuation of variation in waste flow rate and
characteristics. It is proposed to have equalization tank with holding
capacity of 6 hours DT. For mixing, and to avoid solids from settling, air shall
be bubbled in the equalization tank through a grid placed at the base of
the tank. The equalized Sewage is pumped at a uniform and constant rate
for further treatment.
Secondary treatment: Sewage from the primary stage treatment is
subjected to bio-chemical oxidation in aeration tank. An attached growth
fluidized bed aerobic system working as an extended aeration system is
proposed. Air for aeration is supplemented by means of blowers
connected to air diffusers. For immobilizing the microbes, high surface area
to volume ratio synthetic media shall be provided in the aeration tank. This
system has the following advantages:
a) Smaller foot print area
b) Ease in operation and maintenance
c) Operator skills required are minimal
d) System less susceptible to upset conditions (shock loading, power
failure etc.)
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e) Lower energy requirements
f) No clogging or chocking of the media.
Following bio-chemical oxidation, the Sewage from the aeration tank is
taken to a tube-deck (secondary settling tank) for solid-liquid separation.
The sludge collected in the hopper bottom of the settling tank is
periodically withdrawn to sludge sump tank. Overflow from the settling
tank is subjected to tertiary treatment. Overflow from the secondary
settling tank is taken to chemical oxidation tank for chemically oxidizing
the residual contaminants. Chlorine shall be added for chemical oxidation.
For adequate contact time a chlorine contact chamber with 30 minutes
detention time and mixing arrangement is proposed.
Tertiary treatment: The Sewage from chlorine contact chamber is then
collected in a sump and pumped to a pressure sand filter for removal of
particulate matter. The Sewage is then taken through an activated carbon
column for removal of trace organics and pollutants (chlorine, color, trace
organics etc.).
Sludge Treatment: Sludge from the settling tank shall be transferred to
sludge sump tank. By using filter press feed pumps we transfer the sludge
from sludge sump tank to filter press. The water from the filter press is
recycled into the equalization tank.
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FIGURE – 4.2: PROPOSED SCHEME OF TREATMENT
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Water conservation:
Water conservation is an important part of sustainable living and in order to
optimize the water requirement in the project, the developers would
incorporate the component of water conservation by means of rainwater
harvesting and water recycling using fixtures which are low flow and water
efficient models such as 3 litre capacity WC flushing system, sensor
operated urinals and taps to minimize the wastage of water along with
employee education and awareness programme and selective use of dry
type urinals. As per the approved plans from GHMC, various mitigative
measures shall be proposed to further minimize the impacts.
Storm Water Management & Rain Water Harvesting Structures
It is proposed to channelizing the storm water by constructing water drains
leading to the storm water sump. In order to minimize the surface runoff
loss, groundwater recharging through groundwater recharge pits at the
project site has been planned. Appropriate design considerations have
been taken while designing the recharge pits.
Calculating Runoff for Water Harvesting
Calculating runoff is an important step in designing your water harvesting
system. You should determine both your water supply and your water
demand. Use this worksheet to determine your rainwater supply.
Catchment Area: the area in which rain directly falls (i.e. a roof, a
driveway, or a landscape). The area is the same regardless of slope; you
can also think of the area as seen from a birds-eye view or as the horizontal
surface space occupied.
Runoff Coefficient: the average percentage of rainfall that will run off a
particular surface (i.e. a metal roof has a runoff coefficient of 0.8 or 80%
runoff). The runoff coefficient will vary depending on the composition of
the surface and the rainfall intensity.
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Annual Rainfall: the average amount of rainfall over one year period for
your location.
TABLE - 4.7: ESTIMATE OF RAIN WATER HARVESTING
Type of Area Area Coefficient of
run-off
Peak rainfall intensity
during one hour of
rainfall (in m)
Rain water
harvesting
potential/hour
(in m3) (in m2)
Roof-top area 7399.48 0.8 0.025 147.98
Green Area 13162.36 0.1 0.025 32.90
Paved area 5231.52 0.6 0.025 78.47
Total storm water load on the site with per hour retention is 259.35
Considering 15 minutes retention time, total storm water load 64.83
Taking the radius as 1.2 m and effective depth as 2.0 m, volume of a RWH pit ( a2h) 2.88
Hence no. of pits required in approx = Total storm water load
considering 15 minutes retention time / Volume of a RWH pit
22.5
No. of pits 23
Without project:
= Catchment Area X Runoff Coefficient X Annual Rain Fall
= 5231.52 X 0.6 X 0.025
= 78.47 cum/per annum
With project (Roof Area):
= Catchment Area X Runoff Coefficient X Annual Rain Fall
= 7399.48 X 0.8X 0.025
= 147.98 Cum/per annum
With project (set backs, Landscape & green belt):
= Catchment Area X Runoff Coefficient X Annual Rain Fall
= 13162.36 X 0.1X0.025
= 32.90 Cum/per annum
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The total annual rainwater harvesting potential of the project site is 259.35
Cum/per annum. The rainwater is proposed to be channelized for
groundwater recharging through the Harvesting pits. 23 no’s of Rain Water
Harvesting pits are provided at four corners of the site.
FIGURE - 4.3: RAIN WATER HARVESTING STRUCTURE
c) Solid & Hazardous Waste Details:
Domestic garbage is anticipated from the residential complex. Total solid
waste estimated @ 0.5 Kg/day per person for residential and 0.15 Kg/day
per visitor. Thus total garbage anticipated from the complex will be
2940kg/day which is proposed to be disposed to municipal solid waste
disposal facility of MCH through local municipal authorities. About 25
Kgs/day of solid waste anticipated from sewage treatment plant and
same will be used as manure.
The hazardous waste generated will primarily be waste lube oil from
maintenance of DG set of about 100 liters per annum and 60 liters per
annum of transformer oil from transformers. This waste oils will be collected
in barrels and disposed off through parties authorized by TSPCB / CPCB.
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2 no’s of per annum of used batteries will be disposed of by a buy-back
arrangement with the battery supplier.
4.6 CONSTRUCTION WASTE & DEBRIS
Waste quantification and characterization exercise is being carried out to
estimate the quantum and type of waste that would be generated by
different activities due to proposed project during construction and
operation phase. The estimated quantity and quality of waste would serve
as a baseline for designing collection, transportation, treatment and
disposal options for solid waste generated due to proposed project.
4.6.1 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 4.8.
TABLE - 4.8: SOLID AND OTHER WASTES GENERATED
S.
No.
Activity/Area Waste
Generated
Waste
Characteristics
Frequency of
generation
CONSTRUCTION PHASE
1. Earth Working
and Construction
Construction
Wastes
Earth, Stones,
concrete, bricks, lumber etc.
Larger quantities
will be generated in construction Phase.
2. Labour camps
Domestic wastes
Mainly bio-degradable
Wastes including food Wastes.
Temporary – during
Construction phase.
OPERATIONAL PHASE
1. Residential
areas
Domestic
waste
Biodegradable
wastes (food waste) and non-biodegradable wastes (paper, Plastics etc.)
Daily
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.
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4. Sewage Treatment Plant
STP Sludge Stabilized sludge – to be used as manure for the
landscaping.
Every week – after sludge drying operation.
Waste quantification has been done based on the activities proposed in
the project master plan. The waste generation for each activity has been
estimated based on National and International standards applicable in
similar setting. The following section gives the details of the type of waste
generated by different activity, waste generation factors and assumptions
used for estimating waste generation.
Waste quantification and characterization exercise is being carried out to
estimate the quantum and type of waste that would be generated by
different activities due to the proposed project activity during the
construction and operation phase.
4.6.2 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.
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Residential waste: Domestic garbage is anticipated from the residential
complex. Municipal solid waste disposal facility of MCH through local
municipal authorities. About 25 Kgs/Day of solid waste anticipated from
sewage treatment plant and same will be used as manure.
Garden and open spaces: Waste from open spaces and garden comprise
of horticultural waste that will be generated by periodical lawn mowing
and trimming of trees. Horticulture waste generated is based on the
experience in other projects with similar setting. Assumed waste generation
factor for horticulture waste is 15 kg/acre / day or .0037 kg/ sq m /day.
Table 4.9 gives detail of the estimated waste generation
TABLE - 4.9: ESTIMATED WASTE GENERATION FROM DIFFERENT ACTIVITIES
Particulars No of
persons
Quantity
Kg/ day
Remarks
Apartments 5700 2850.0 0.5 kg/person/day
Visitors for Apartments
570 85.5 0.15 kg/person/day
Amenities 20 4.5 0.25 kg/person/day
Total 6290 2940.0
% After segregation at site
Recyclable 10 294.0 Sold to authorized recyclers
Biodegradable 60 1764.0 To compost yard/ organic converter
Inert material 30 882 Sent to municipal solid waste disposal site
E-Waste -
1026 (0.18kg/person/ye
ar)
Disposed to authorized
recyclers
Horticulture
waste
11.70 (15 kg/Acre/day or 0.0037kg/sq
m/day Greenbelt area-3162.36Sq.mts
Used as manure for
green belt
e-waste source: International Resoure Group Systems South Asia Pvt. Ltd (IRGSSA), (m/s IRG Systems
South Asia Pvt. Ltd),
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4.6.3 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 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 4.10 gives an estimate of the average composition of waste that
shall be generated from the onsite construction activities.
TABLE - 4.10: WASTE COMPOSITION – CONSTRUCTION PHASE
S. No Constituents Percentage Composition
1. Soil, Sand and Gravel 34.99
2. Brick and Masonry 29.95
3. Concrete 24.98
4. Metal 4.97
5. Bitumen 2.04
6. Wood 2.04
7. Other 1.02
Total 100 Source: Derived from TIFAC Report “Utilization of Waste from Construction Industry”, 2001
B) Operational Phase
Waste generated during operational phase can be broadly subdivided
into following.
a) Biodegradable
b) Recyclable
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c) Non recyclable(Inert)
Table 4.11 shows the estimated composition of waste generated in
proposed project during operation phase.
TABLE - 4.11: ESTIMATED WASTE COMPOSITION
S. No Characteristics of Waste Units Percentage Composition
Physical Characteristics
1. Paper and paper board % 40
2. Glass /ceramics % 5
3. Metals % 3
4. Plastics % 11
5. Rubber and Leather % 1
6. Textile % 2
7. Wood % 1
8. Food waste % 18
9. Others (Garden and Inert) % 19
Total 100
4.7 IMPACT ON FLORA & FAUNA
Prediction of Impact on local flora and fauna
There are no migratory corridors, nesting and Breeding sites within the core
zone. No need to take any mitigation measures in this connection. One
must be very concern towards ecology of the area while altering the
habitats. From the list of floral and faunal species it is very clear that there
are no Rare or Endangered or Endemic or Threatened (REET) species
present in core or buffer zone.
The direct impacts: No direct impact on present vegetation. No
destruction of biodiversity within core zone and natural ecosystems
through removal of natural soils, plants and the floral dependent animals.
No wildlife population is present in the study area except the common
type of birds and domestic animals. No significant long-term residual
impacts on fauna due to project are expected.
Indirect Impacts: No indirect impact on present vegetation. The impact
intensity may be moderate at initial stage but it might be high when it is in
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full stretched operation condition. The terrestrial habitat is going to be
modified as per the green belt plan. The proposed activity is not going to
affect the local plants, birds, reptiles and amphibians. The producers are
grass species, herbs, shrubs and trees. The consumers are reptiles, aves and
lesser mammals.
4.8 OTHER STRESSORS LEADING TO ENVIRONMENTAL IMPACTS
Change in Landscape of the site: The landscape of the area will change
with the coming up of proposed project. The large vista, interconnected
lawns and open green areas will change the aesthetics of the local area.
4.9 IMPACT OF TRAFFIC
Total Parking facility provided is 1144 four wheelers and 1140 two wheelers.
The nearest major road is Bachupally to Miyapur which is 100 feet road.
The access road to the project site is through the Pragathi nagar road
which is adjacent to the site and is 100 feet road.
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CHAPTER –5
5.0 IMPACT ASSESSMENT & MITIGATION MEASURES
5.1 IMPACT ASSESSMENT:
The potential impacts on the surrounding environment in the 10 km radial
distance of proposed project site along with the mitigation measures
during construction and operational stages are summarized in Table 5.1
and Table 5.2.
The construction phase is for a period of 48 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 – 5.1: CONSTRUCTION PHASE - POTENTIAL IMPACTS AND MITIGATION MEASURES
S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
1. Water resources Minor negative & temporary impact on surface & ground water resources.
Water requirement of 50 - 70 KLD for construction activities
Judicious use of water; minimization of water consumption by use of high-pressure hoses for dust suppression
Water requirement will be sourced from the Bore well & 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 sets for construction power requirement;
Carrying out construction activity in temporary enclosures, where feasible; water sprinkling for dust suppression; regular
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
vehicular traffic; excavation; concreting; etc.
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
-
6. Land
(i) Land use/ requirement
No impact The total plot area is 25,793.36 Sq. m.
No land conversion is required as land is designated for Residential
Site Premises is designated as Residential area
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
complex.
(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 complex
No heavy structure planned as part of the project
All civil structures shall be constructed as per earthquake zone classification
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
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 has few trees. 3162.36 Sq. m to be developed as greenbelt.
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 100
construction workers are expected to be employed
(ii) Employment Minor positive & temporary impact
Availability of construction jobs
Employing local people to the maximum extent possible
About 100 construction workers are expected to be employed
(ii) Amenities such No impact Needs of Employing local people to -
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
as education, medical, water supply, sanitation, etc.
construction workers;
the extent possible for construction work; making adequate provision through the contractors to handle
water, sanitary, medical and fuel requirement of construction workers to ensure that the existing infrastructure is not strained
(iv) Transportation Temporary negative impact
Increased traffic load due to transportation of construction materials and workers
Ensuring that traffic is well regulated. Use of non-peak hours for material transportation
-
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TABLE – 5.2: OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES
S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
1. Water resources
Minor negative impact on surface water resources Moderate negative impact
on ground water resources due to consumption. Minor positive impact due to recharge by
rainwater harvesting.
Total water requirement for the proposed project is 785.0 KLD.
(Fresh water 540.0
KLD & S.T.P recycle 245.0 KLD)
Recycle water will be used Flushing and Gardening
The fresh water will be sourced from Municipal supply
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.
4. Air quality Minor negative Fuel combustion in All emissions will be well All emissions well
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
impact (for SO2, NOX and HCl emissions)
DG sets within the specified emissions standards; stack height = building height +5 mts. for safe
dispersal of pollutants; HSD with 0.25% sulfur content in DG sets; periodic maintenance of DG sets for reduced emissions
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 landscapin
-
6. Land environment
(i) Land use / requirement
No impact Requirement of land for the proposed project
25,793.36 Sq.m of area available for development
Once the project is operational, no additional land will
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
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;
noise generation; improper disposal of wastes
All emissions and discharges including noise will be within specified standards; all
solid/ hazardous waste will be disposed off in environmentally sound manner
-
10. Socio-economic factors
(i) Population and literacy rate
No impact Increase in population due to
Employing personnel from within the study area to the
About 10 personnel would get direct
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
settlement of personnel and their families from outside the study
area for the proposed project
extent possible, subject to availability of skilled manpower requisite to the job requirement
employment from the project
(ii) Employment Medium positive impact
Direct employment of personnel for proposed project.
Employing personnel from within the study area to the extent possible, subject to availability of skilled manpower requisite to the job requirement
Approximately 10 persons Direct employment and 20 persons indirect employment are expected to be employed for the project
(ii) Amenities such
as education, medical, water
supply, sanitation, etc.
No impact Requirement of
various facilities for the children of personnel employed from outside the study area
Employing personnel from
within the study area to the extent possible, subject to availability of skilled manpower requisite to the job requirement
Various amenities in
the study area are adequate.
(iv) Transportation Medium negative impact
Burden on the existing road infrastructure due to the increased traffic from the proposed project
Ensuring that vehicular movement is controlled during peak traffic hours; Encourage residents to take cycles for local visits and encourage car pooling to
-
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S.
No.
Environmental
components
Potential impacts Source of impacts Mitigation measures Remarks
reduce impact
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CHAPTER – 6
6.0 ENVIRONMENTAL MANAGEMENT PLAN
6.1 INTRODUCTION
The Environmental Management Plan (EMP) is a site specific plan developed
to ensure that the project is implemented in an environmental sustainable
manner where all contractors and subcontractors, including consultants,
understand the potential environmental risks arising from the proposed
project and take appropriate actions to properly manage that risk. EMP also
ensures the project implementation is carried out in accordance with the
design by taking appropriate mitigative actions to reduce adverse
environmental impacts during its life cycle.
The plan outlines existing and potential problems that may adversely impact
the environment and recommends corrective measures where required. Also,
the plan outlines roles and responsibility of the key personnel and contractors
who are charged with the responsibility to manage the site.
The EMP is generally:
Prepared in accordance with rules and requirements of the MOEF and
the Telangana Pollution Control Board;
To ensure that the component of facility are operated in accordance
with the design;
Process that confirms proper operation through supervision and
monitoring;
System that addresses public inconvenience during construction and
operation of the facility; and
Plan that ensure remedial measures are implemented immediately.
The key benefits of the EMP are that it provides the organization with means
of managing its environmental performance thereby allowing it to contribute
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to improved environmental quality. The other benefits include cost control as
improved relations to the stakeholders.
EMP includes four major elements;
Commitment & Policy: Project proponents will strive to provide and
implement the EMP that incorporates all issues related to air, land and
water for the project.
Planning: This includes identification of environmental impacts, legal
requirements and setting environmental objectives.
Implementation: This comprises of resources available to the
developers, accountability of contractors, training of operational staff
associated with environmental control facilities and documentation of
measures to be taken.
Measurement & Evaluation: This includes monitoring, corrective actions,
and record keeping.
It is suggested that as part of the EMP, a Monitoring Team should be formed
by the project proponent comprising of the site in-charge, project planning
group representative and project implementation team representative. This
committee’s role would be to ensure proper, operation and management of
the EMP including the regulatory compliance.
6.2 ENVIRONMENTAL MANAGEMENT PLAN
An Environmental Management Plan (EMP) will be required to mitigate the
adverse environmental impacts during construction and operation phase of
the project and these are as below:
6.2.1 EMP FOR AIR ENVIRONMENT
A) Construction Phase
To mitigate the impact of PM (dust) during the construction phase of the
proposed project, the following measures are recommended for
implementation:
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a dust control plan; and
Procedural changes to construction activities.
TABLE 6.1: DUST CONTROL PLAN
S.No Fugitive Dust
Source Category
Dust Control Actions
1. Earth-moving - For any earth moving which is more than
30m from all property lines, conduct
watering as necessary to prevent visible
dust emissions from exceeding 100m in
length in any direction.
2. Disturbed surface areas
(except completed
grading areas)
- Apply dust suppression in a sufficient
quantity and frequency to maintain a
stabilized surface;
- Areas, which cannot be stabilized, as
evidenced by wind driven dust, must
have an application of water at least
twice per day to at least 80 percent of
the unstabilized area.
Disturbed surface areas
(completed grading
areas)
- Apply water to at least 80 percent of all
inactive accessible disturbed surface
areas on a daily basis when there is
evidence of wind driven fugitive dust.
3. Inactive disturbed surface
areas
- Apply dust suppressants in sufficient
quantity and frequency to maintain a
stabilized surface.
4. Unpaved roads -Water all roads used for any vehicular
traffic at least twice per day of active
operations; OR
- Water all roads used for any vehicular
traffic once daily and restrict vehicle
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speed to 30 kmph.
5. Open storage piles - Apply water to at least 80 percent of the
surface areas of all open storage piles on
a daily basis when there is evidence of
wind driven fugitive dust.
6. Track-out control -Downwash of trucks (especially tyres)
prior to departure from site.
The most cost-effective dust suppressant is water, because a source of water
tends to be readily available on a construction site. Water can be applied
using water trucks, handheld sprays and automatic sprinkler systems.
Furthermore, incoming loads could be covered to avoid loss of material in
transport, especially if material is transported off-site.
Procedural Changes to Construction Activities
Material Production - The transport of materials such as concrete and asphalt
to construction sites generate significant amounts of road dust, especially for
sites that are relatively far from material manufacturers. Setting up temporary
portable concrete plants and/or asphalt plants at construction sites can
eliminate haulage of materials.
Emission Control for Equipment- Control equipment such as particle filters can
be used to reduce diesel particulate matter emissions.
Idling Time Reduction - Construction equipment is commonly left idling while
the operators are on break or waiting for the completion of another task.
Emissions from idling equipment tend to be high, since catalytic converters
cool down, thus reducing the efficiency of hydrocarbon and carbon
monoxide oxidation. Existing idling control technologies, which automatically
shut the engine off after a preset time can reduce emissions, without
intervention from the operators.
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Improved Maintenance - Recognizing that significant emission reductions
can be achieved through regular equipment maintenance, contractors will
be asked to provide maintenance records for their fleet as part of the
contract bid and at regular intervals throughout the life of the contract. A
monetary incentive/disincentive provision will be established to encourage
contractors to comply with regular maintenance requirements.
Reduction of On-site Construction Time - Rapid on-site construction would
reduce the duration of traffic interference and therefore, reduce emissions
from traffic delay. Off-site fabrication of structural components can also
enhance the quality of work, as the production takes place in controlled
settings and external factors such as weather and traffic do not interfere.
B) Operation Phase
To mitigate the impact of pollutants from diesel generator sets during the
operational phase of the site the following measures are recommended for
implementation:
Diesel generator set emission control measures; and
Greenbelt development.
Diesel Generator Set Emission Control Measures
The most important pollutant requiring further control is NOx, as the impact of
SO2 emission is minimal because of the use of low (~0.05%) Sulphur in diesel as
fuel.
The following mitigation measures are proposed for NOx reduction:
add-on emission control technologies; and
NOx retarder
Among the above-mentioned options, inherent low NOx emissions
technologies (i.e. a temperature retarder) and better dilution through higher
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stack are preferred cost effective mitigation measures. The add-on emission
control technologies are not considered as it leads to pollution transfer to
another media and shall require further mitigative measures.
Greenbelt Development
Green belt is recommended as one of the major components of
Environmental Management Plan. The total area of plant is 25,793.36 Sq.mts.
Out of this, green belt is developed in 3162.36 Sq.mts. Proper attention and
management is required to maintain the survival rate of the planted species.
Around 21 plant species are suggested under the green belt plan and
around 15 lakhs financial budget is proposed to develop the habitat. Species
like Tectona grandis, Acacia auriculiformis, Pongamia pinnata, Azadirachta
indica, can be raised in large number towards all the directions. Species like
Leucaena Ficus benghalensis, Ficus religiosa, Ficus glomerata, Phyllanthus
emblica, Pterocarpus santalinus, Anona squamosa, Collistemon linearis,
Bauhinia recemosa can be raised in buffer areas. Small herbs, ornamental
species and common flowering plants as per the availability can also be
raised near the paths and corridors of the existing plants
6.2.2 EMP FOR NOISE ENVIRONMENT
A) Construction Phase
To mitigate the impact of noise from construction equipment during the
construction phase of the site the following measures are recommended for
implementation:
Noise Shields - Construction equipment producing the most amount of noise
should be fitted with noise shields. This shield is a physical barrier (composed
of brick and mud, with a non reflective internal plastering), approximately 3
meters in height, which will provide adequate noise attenuation.
Time of Operation - Noisy construction equipment should not be permitted
during night hours.
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Job Rotation and Hearing Protection - Workers employed in high noise areas
will be rotated. Earplugs/muffs, or other hearing protective wear will be
provided to those working very close to the noise generating machinery.
B) Operation Phase
To mitigate the impact of noise from diesel generator sets during the
operational phase the following measures are recommended for
implementation:
Noise emissions control technologies; and
Greenbelt development.
Noise Emissions Control Technologies: All the diesel generators will be housed
in a suitable acoustic enclosure so that noise levels at a distance of one
meter do not exceed 75 dB(A) at 75% load (as per CPCB norms). The diesel
generator set housing will be equipped with walls and ceilings lined with glass
wool to acoustically treat the noise levels. This acoustic insulation shall be
designed to meet the mandatory standards based on a 25 dB(A) insertion
loss.
Greenbelt Development: The following species can be used in a greenbelt to
serve as noise breakers:
Tectona grandis (Teak);
Butea monosperma (Palash);
Leucana leucocephala (Subabual);
Mangifera indica (Aam); and
Dalbergia Sissoo (Shisham).
6.2.3 EMP FOR WATER ENVIRONMENT
A) Construction Phase
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To prevent degradation and maintain the quality of the water source,
adequate control measures have been proposed to check the surface run-
off, as well as uncontrolled flow of water into any water body. Following
management measures are suggested to protect the water quality during
the construction phase.
Avoid excavation during monsoon season.
No discharge of treated wastewater to soil and ground water body.
Waste water channels from the site would be connected to septic tank
during construction to prevent wastewater from entering the water
bodies.
To prevent surface and ground water contamination by oil/grease,
leak proof containers should be used for storage and transportation of
oil/grease. The floors of oil/grease handling area should be kept
effectively impervious. Any wash off from the oil/grease handling area
or workshop shall be drained through impervious drains, Clarifiers or
oil/water separators shall be constructed and effluent should be
treated appropriately before releasing it.
Construction activities generate disturbed soil, concrete fines, fertilizer,
oils and other wastes. On-site collection and settling of storm water,
prohibition of equipment wash downs, and prevention of soil loss and
toxic releases from the construction site are necessary to minimize
water pollution.
All stacking and loading areas should be provided with proper garland
drains equipped with baffles to prevent run off from the site to enter
any water body.
B) Operation Phase
In the operation phase of the project, water conservation and development
measures need to be taken including all possible potential for conservation of
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water, reuse, rainwater collection in reservoirs, and recycling of waste water.
These could be in the form of the following:
Water source Development
Minimizing water consumption
Promoting reuse of water after treatment and development of closed
loop systems for different water streams.
Water Source Development
Water source development shall be practiced by installation of scientifically
designed artificial water recharging structures. The objective is to develop the
water sources of the region, such that sustainable water supply to the
proposed project is maintained. Following methods normally do artificial
recharge;
Area Treatment
Spreading Methods
Open Well and Shafts
Drilled wells and Bore Holes
The suitability of a particular method is based on hydro-geological condition,
quality of source and proposed use of recharge water. In the proposed
project, groundwater recharge pits are planned for groundwater recharging.
It is envisaged that recharging to ground water will improve the water quality
in the area, as the rainwater is fresh and without any pollution. It is planned to
effectively harvest water by rainwater harvesting mechanism.
Minimizing Water Consumption
Water consumption will be minimized by implementing water efficient fixtures
such as 3 litres WC flushing cistern and taps to minimize the wastage of water
together with other water conservation measures. Furthermore, to ensure
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ongoing water conservation, an employee education and awareness
programme will be introduced for the employee of the mall. Dry type urinals
will also be used selectively. Following section discusses the specific
measures, which shall be implemented;
Residential Usage:
Use of water efficient plumbing fixtures (ultra flow toilets and urinals,).
Water efficient plumbing fixtures use less water with no marked
reduction in quality and service. To install water less W.C. flushing
cistern helps in conserving water.
Leak detection and repair techniques
Sweep with a broom and pan where possible, rather than hose down
for external areas;
Awareness campaign to disseminate knowledge on strategies and
technologies that can be used for water conservation
New employees will be issued a standard water information packet.
The information should include water conservation plans, water
conservation methods being adopted in the complex and a list of
essential and non-essential water uses.
Office Manager will periodically remind the staff of water conservation
efforts and notify staff of recurring problems with compliance or any
changes in policy. As new conservation efforts are implemented, the
manager will communicate these changes to the employees.
Proper methods of water use will be placed in the toilets and other
areas of water consumption.
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Horticulture:
Drip irrigation system shall be used for the lawns and other green area.
Drip irrigation can save between 15-40% of the water use, compared
with other watering techniques.
Plants with similar water requirements shall be grouped on common
zones to match precipitation heads and emitters.
Use of low-volume, low-angle sprinklers for lawn areas.
Select controllers with adjustable watering schedules and moisture
sensors to account for seasonal variations, and calibrate them during
commissioning.
Selecting a drought resistant grass, and using lawn chemicals and
fertilizer sparingly also reduces watering needs.
Place 3 to 5 in. of mulch on planting beds to minimize evaporation.
Promoting Reuse of Water after Treatment and Development of Closed Loop
Systems
To promote reuse of Water after Treatment and development of closed loop
system for water, segregation of two schemes namely (i) Wastewater
Treatment scheme; and (ii) Storm water management scheme have been
suggested.
Harvested storm water as discussed in earlier section, shall be utilized for
artificial recharge of ground water sources as well as to augment the project
water requirements. Recycled wastewater shall be reused on site for flushing,
and gardening.
It is estimated that reusing wastewater will save approximately 30 to 35 % of
portable water per day in the shopping mall. Following section details the
wastewater treatment scheme suggested for the project.
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6.2.4 EMP FOR LAND ENVIRONMENT
A) Construction Phase
Waste generated from construction activity includes construction debris,
biomass from land clearing activities (if any), waste from the labour camp,
and. other waste. The following section discusses management of each type
of waste. Besides management of topsoil is an important area for which
management measures are required.
Construction Debris
Construction debris is bulky and heavy and re-utilization and recycling is an
important strategy for management of such waste. As concrete and masonry
constitute the majority of waste generated, recycling of this waste by
conversion to aggregate can offer benefits of reduced landfill space and
reduced extraction of raw material for new construction activity. This is
particularly applicable to shopping mall project as the construction is to be
completed in a phased manner.
Recycled aggregate will be used for filler application, and as a sub-base for
internal road construction. Mixed debris with high gypsum, plaster, shall not
be used as fill, as they are highly susceptible to contamination, and will be
given to recyclers.
Construction contractors shall remove metal scrap from structural steel,
piping, concrete reinforcement and sheet metal work from the site. A
significant portion of wood scrap can be reused on site. Recyclable wastes
such as plastics, glass fiber insulation, roofing etc shall be sold to recyclers.
Solid and Other waste
Construction sites are sources of many toxic substances, such as paints,
solvents, wood preservatives, pesticides, adhesives and sealants. Such wastes
generated during construction phase shall be stored in sealed containers,
labeled, and disposed of as required by the Hazardous Wastes Management,
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Handling and Transboundary Movement Amendment Rules (MoEF, 2009).
Some management practices to be developed are;
Herbicides and pesticide will not be over applied (small-scale
applications) and not applied prior to rain;
Paintbrushes and equipment for water and oil based paints shall be
cleaned within a contained area and shall not be allowed to
contaminate site soils, watercourses, or drainage systems.
Adequate storage facilities for such waste shall be provided and the
waste collection containers conveniently located. A separate
designation to earmark such waste will be made so that the waste
storage areas are away from storm drains or watercourses.
Clearly label all such waste containers with the waste being stored and
the date of generation.
Educate employees and subcontractors on waste storage and
disposal procedures.
Soil Management
Measures, which would be followed to prevent soil erosion and
contamination include - Maximize use of organic fertilizer for landscaping
and green belt development.
To prevent soil contamination by oil/grease, leak proof containers
should be used for storage and transportation of oil/grease and wash
off from the oil/grease handling area shall be drained through
impervious drains and treated appropriately before disposal.
Vegetation of bare areas after the project.
Working in a small area at a point of time (phase wise construction).
Construction of erosion prevention troughs/berms.
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B) Operational Phase
The philosophy of solid waste management at the shopping mall will be to
encourage the four R’s of waste i.e. waste reduction, reuse, recycling, and
recovery (materials & energy). This will reduce in lesser reliance on land filling.
Regular public awareness meetings will be conducted to involve the
occupants and the employees to ensure proper segregation, storage and
collection of waste as per the Municipal Solid Waste (Management and
Handling) Rules 2016 .
The Environmental Management Plan for the solid waste focuses on the
Segregation, Storage at source and Collection of the waste management
system.
Segregation and storage at source
Segregation of waste at source should be made mandatory for the complex.
Segregation or sorting waste at its source should be practiced in order to
encourage reuse/recycling. With segregation at source recyclables do not
lose their commercial value due to cross contamination.
Waste generated at the complex should be segregated as: bio degradable,
inert cum mixed waste, recyclables and waste from changing oil. The entire
waste stream from the complex should be stored and collected separately.
Collection
The Recyclables from the shopping mall would be given to the waste
itinerant buyers or rag pickers, whereas segregated bio-degradable waste
and inert cum mixed waste shall be sent to the nearest landfill site for
processing and final disposal. Wastes, such as spent oils, paint residues etc.
from the site would be collected separately & would be properly disposed
off.
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6.2.5 EMP FOR BIOLOGICAL ENVIRONMENT
Construction activities change the natural environment. But it also creates a
built environment for the surrounding. The project requires the
implementation of following choices exclusively or in combination.
A) Construction Phase
Restriction of construction activities to defined project areas, which are
ecologically less sensitive.
Restrictions on location of labor camps and offices for project staff
near the project area to avoid human induced secondary additional
impacts on the flora and fauna species.
Cutting, uprooting, coppicing of trees or small trees present in and
around the project site for cooking, burning or heating purposes by the
laborers will be prohibited and suitable alternatives for this purpose will
be found.
Along the major construction work the peripheral greenbelt should be
developed, so that; it will grow to become a full-fledged green cover
by the time the construction is over.
B) Operation Phase
Enhancement of current ecology at the proposed project site will entail the
following measures:
Plantation & landscaping
Green Belt Development
Park & avenue plantation
The section below summarizes the techniques to be applied to achieve the
above objective.
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Plantation & landscaping
Selection of the plant species will be based on their adaptability to the
existing geographical conditions and the vegetation composition of the
forest type of the region.
During the development of the green belt within the project area, it has to be
emphasized that those native plant species should be planted which are
having good ornamental values and fast growing with excellent canopy
cover.
Selection of plant species for Green belt development
The selection of plant species for the development depends on various
factors such as climate, elevation and soil. The list of plant species, which can
be suitably planted, and having significant importance are provided in Table
6.2. The plants should exhibit the following desirable characteristic in order to
be selected for plantation.
i. The species should be fast growing and providing optimum
penetrability.
ii. The species should be wind-firm and deep rooted.
iii. The species should form a dense canopy.
iv. As far as possible, the species should be indigenous and locally
available
v. Species tolerance to air pollutants like SPM, SO2 and NOx should be
preferred.
vi. The species should be permeable to help create air turbulence and
mixing within the belt.
vii. There should be no large gaps for the air to spill through.
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viii. Trees with high foliage density, leaves with larger leaf area and hairy on
both the surfaces.
ix. Ability to withstand conditions like inundation and drought.
x. Soil improving plants (Nitrogen fixing, rapidly decomposable leaf litter).
xi. Attractive appearance with good flowering and fruit bearing.
xii. Bird and insect attracting tree species.
xiii. Sustainable green cover with minimal maintenance
TABLE - 6.2: SUGGESTED TREES FOR GREEN BELT DEVELOPMENT
SNo. Scientific Name Standard Name Time when
flowering –
fruiting occurs
1 Tamarindus indica Imli March-April
2 Syzygium cumini Jamun June-July
3 Spathodea campanulata Rugtoora(African tulip) February-May
4 Peltophorum
pterocarpum
Copper pod/
Yellow flame tree
December-May
5 Mangifera indica Mango April-July
6 Leucaena leucocephala Subabul February-May
7 Emblica officinalis Amla January
8 Cassia fistula maltas March-June
9 Azadirachta indica Neem June-July
10 Anthocephalus cadamba Kadamb August- October
Landscaping and Avenue Plantation
Parks or gardens maintained for recreational and ornamental purposes will
not only improve the current ecology of the proposed site but also aesthetic
value in the area. The plan for plantation in parks and avenues is given
below.
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Parks/Gardens
Ornamental trees with spreading branches, shade giving with colorful
flowers for people to relax.
Suitable patches of lawns, rocketry with cactus and other small
flowering xerophytic plants.
TABLE 6.3: ORNAMENTAL TREES
S.No ORNAMENTAL TREES
1 Alstonia scholaris
2 Saraca asoca
3 Ailanthus excelsa
4 Peltophorum pterocarpum
5 Callistemon citrinus
6 Acalypha hispida
7 Caesalpinia pulcherrima
8 Calliandra haematocephala
9 Cestrum nocturnum
10 Erythrina indica
11 Plumeria acuminate
12 Polyalthia longifolia
13 Polyalthia pendula
14 Putranjiva roxburghii
15 Tabernaemontana divaricate
Avenue plantation
Trees with colonial canopy with attractive flowering
Trees with branching at 10 feet and above
Trees with medium spreading branches to avoid obstruction to the
traffic
Fruit trees to be avoided because children may obstruct traffic and
general movement of public.
6.2.6 EMP FOR SOCIO-ECONOMIC ENVIRONMENT
The Social management plan has been designed to take proactive steps
and adopt best practices, which are sensitive to the socio-cultural setting of
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the region. The Social Management Plan for the proposed project will focus
on the following components
Income Generation Opportunity during Construction and Operation phase
Proposed project would provide employment opportunity during construction
and operation phase. There would also be a wider economic impact in terms
of generating opportunities for secondary occupation within and around the
complex. The main principles considered for employment and income
generation opportunities are out lined below:
Employment strategy would prefer employment of local people.
General recruitment procedures will be transparent, public, open to all
and recruitment should be publicized in advance.
There will be no discrimination on basis of gender, caste or other
factors.
Improved Working Environment for Employees
Proposed project would provide safe and improved working conditions for
the workers employed at the facility during construction and operation
phase. The complex will provide a new experience in working and recreation.
Following measures should be taken to improve the working environment of
the area.
Less use of chemicals and biological agents with hazard potential
Developing a proper interface between the work and the human
resource through a system of skill improvement
Measures to reduce the incidence of work related injuries, fatalities and
diseases
Maintenance and beautifications of the Complex and the surrounding
roads.
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Providing a system of incentives to employers and employees to
achieve higher health and safety standards
Opportunities would be provided to the emerging and established
artist to showcase their work
Handicraft and indigenous crafts from different states would be
promoted by providing a platform for display and trade.
Mitigative Measures
Transport and road safety: Since the project involves the movement of
vehicles and machineries in the area, the health and safety of pedestrians
and residents accessing the communities is an issue of concern. Considering
this, the project proponents shall mitigate the impact by drawing traffic
management plans, so that any mishap due to traffic thenceforth can be
avoided.
Besides having an implication on their safety, the increase in traffic would
create congestion, cause potential delays and inconvenience for
pedestrians. Taking this into concern, following aspects should be kept in
mind:
Proper precautionary signage shall be installed.
Training to the drivers
Installation of adequate speed breakers at correct locations.
6.2.7 EMP FOR ENERGY CONSERVATION
Energy conservation program will be implemented through measures taken
both on energy demand and supply as given in Figure 6.1
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FIGURE - 6.1: FLOW DIAGRAM FOR ENERGY CONSERVATION
Energy conservation will be one of the focuses during the Residential
Complex planning and operation stages. The conservation efforts would
consist of the following:
Energy Saving Practices
Purchase of energy efficient appliances
Constant monitoring of energy consumption and defining targets for
energy conservation
Adjusting the settings and illumination levels to ensure minimum energy
used for desired comfort levels
Installing programmable on/off timers and sensors for low occupancy
areas
Use of compact fluorescent lamps and low voltage lighting.
Sunscreen films on windows to reduce heating inside the buildings
6.3 FIRE PROTECTION AND HANDLING SYSTEM
As a part of fire protection and handling system, the following facilities are
proposed
Supply Demand Energy
Conservation
Use energy –efficient DG Sets
Exploring the possibilities of
introducing renewable energy
Reduce Consumption
Use energy –efficient
appliances
Create guest awareness
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Fire water storage at ground level
Fire Hose reels in each floor
Portable fire extinguishers in each floor and near electrical installations
Smoke detectors and automatic sprinkler system in vulnerable areas
Diesel pump for fire protection
Emergency lamps in each floor and on stair cases
Smoke exhausters will be provided in basement and cellars
6.4 ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN
Apart from having an Environmental Management Plan, it is necessary to
have a permanent staff charged with the task of ensuring its effective
implementation of mitigation measures and to conduct environmental
monitoring. The major duties and responsibilities of the person – in - charge
shall be as given below:
To implement the environmental management plan,
To assure regulatory compliance with all relevant rules and regulations,
To ensure regular operation and maintenance of pollution control
devices,
To minimize environmental impacts of operations by strict adherence
to the EMP.
To initiate environmental monitoring as per approved schedule.
Review and interpretation of monitored results and corrective
measures in case monitored results are above the specified limit.
Maintain documentation of good environmental practices and
applicable environmental laws as ready reference.
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Maintain environmental related records.
Coordination with regulatory agencies, external consultants, monitoring
laboratories.
Maintain of log of public inconvenience and the action taken
6.4.1 ENVIRONMENTALMONITORING
The purpose of environmental monitoring is to evaluate the effectiveness of
implementation of Environmental Management Plan (EMP) by periodically
monitoring the important environmental parameters within the impact area,
so that any adverse effects are detected and timely action can be taken.
The following areas will be monitored regularly;
1) Raw water quality of Bore well water and tanker water (whenever
used) will be monitored regularly to ensure suitability for drinking or
other domestic usage.
2) The treated water quality shall also be checked on a regular basis
particularly at the points of actual use.
3) Water consumption in various areas and for different users will be
measured on a regular basis. Water measurement devices will be
included in the design itself so that representative water consumption
data can be obtained and measures of control instituted.
4) Raw and Treated Sewage will be monitored for general parameters like
pH, SS, COD, BOD and Oil & Grease. Also, residual chlorine and
coliforms will also be monitored for treated effluent.
5) Ambient air quality within the project area will be monitored quarterly
in a year for Pm2.5, PM10, SO2, NOx & CO.
6) Stack emissions with respect to PM, SOx, and NOx level will be regularly
monitored from all stacks. The DG stack emissions especially are
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regulated as per G.S.R- 489(E) dated July 9th, 2002 and compliance to
these or TSPCB standards if any, will be ensured.
7) Noise levels will be checked at regular interval near service block with
DG sets, boilers, compressors and HVAC system, near STP and other
noise generating areas.
8) Quantity of solid waste generation will also be measured for the
different types of solid waste.
9) Quantity of hazardous wastes generated (waste lube and transformer
oil) shall be measured on a regular basis and records of disposal
maintained as per the Hazardous Waste (Management & Handling
Rules, 2003).
10) Numbers of used lead-acid batteries disposed off to authorized
vendors/ dealers will be monitored and requisite records maintained.
6.4.2 AWARENESS AND TRAINING
Training and human resource development is an important link to achieve
sustainable operation of the facility and environmental management.
For successful functioning of the project, relevant EMP’s should be
communicated to the following groups of people:
Employees
Employees must be made aware of the importance of waste segregation
and storage, water and energy conservation. This awareness can be
provided through leaflets and periodic in house meetings. They should be
informed of their responsibilities for successful operation of various
environmental management schemes inside the premises.
Site Staff
Relevant personnel at site must be trained for the following:
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Collection, Segregation and Storage of the solid and waste generated
during oil change.
Operation and maintenance of Sewage Treatment Plant and
reclamation system
Requirements of the Emergency Response Plan in case of an
emergency.
Techniques for waste minimization, water conservation and energy
conservation
Applicable environmental, health and safety regulations and
compliance requirements for the same.
Functioning of the Environmental Management System including
environmental monitoring, reporting and documentation needs.
6.4.3 RECORD KEEPING AND REPORTING
Record keeping and reporting of performance is an important management
tool for ensuring sustainable operation of the proposed project. Records
should be maintained for regulatory, monitoring and operational issues.
Typical record keeping requirements for the project site is summarized in
Table – 6.6: RECORD KEEPING REQUIREMENTS
Parameter Particulars
Solid Waste
Handling and
Disposal
Daily quantity of waste generated and sent for disposal
Sewage Treatment Daily quantity of raw and treated sewage
Quantity and point of usage of treated wastewater
Treated wastewater quality
Regulatory Licenses
(Environmental) Environmental Permits / Consents from TSPCB / MOEF
Copy of Waste manifests as per requirement
Monitoring and
Survey Records of all monitoring carried out as per the
finalized Monitoring protocol.
Other Log book of compliance
Employee environmental, health and safety records
Equipment inspection and calibration records,
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where applicable
Vehicle maintenance and inspection records
6.4.4 BUDGET FOR EMP:
The details of activities and expenses to be incurred on EMP are presented
below.
TABLE - 6.7: BUDGET FOR EMP
The recurring expenditure includes maintenance of green area & landscape,
monitoring of environmental attributes and maintenance & operation of STP
and rain water harvesting system.
Recurring Expenditure & Corpus fund:
The budget for the components of EMP will be a part of project cost while the
recurring expenditure will be met from the maintenance charges collected
from residents on monthly basis. A corpus fund will be created by the builder
by collecting amount from residents to meet the maintenance and
replacement of equipment in the long run
6.4.5 ENVIRONMENTAL MANAGEMENT
At least one permanent employee (Environmental Officer) with adequate
educational and professional qualification and experience to discharge
responsibilities related to environmental management including statutory
compliance, pollution prevention/ waste minimization, environment
S. No Component Amount Rs Lakhs
1 Dust Suppression 5.0
2 STP & storm water management 100.0
3 Acoustic enclosures to DG sets 50.0
4 Green Belt Development 25.0
5 Rainwater Harvesting 20.0
Total 200.0( 1% of the total
project cost) Recurring Expenditure 20.00 ( per annum)
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monitoring, preventive maintenance of pollution control equipment, green
belt development and maintenance will be employed by the project
proponent. The Environmental Officer will be responsible for all issues related
to environmental management at proposed project and will report directly
to the management.
6.4.7 CONCLUSION
Thus overall, it’s evident that the project aims at maximizing the project
benefits to the people around the site, the region and the state in general. As
discussed in the study, appropriate measures would be taken to mitigate
negative impacts on the residents. The benefits along with mitigation
measures to tackle any adverse impact on the socio-economic conditions
should aim at creating most conducive situation for the project to operate
and maximize benefits of the socio-economic status of the society and
residents existing around the project site
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CHAPTER–7
7.0 BENEFITS OF THE PROJECT
The project would benefit the project area in many aspects as detailed
below:
1. The project would provide residential apartments
2. The project also ensures healthy and comfortable living environment.
3. The improvements in the physical infrastructure of the project result in
the development of Residential and service activities in the
surroundings.
4. The implementation of project contributes to improvements in the
social infrastructure like roads, housing, water supply, electrical power,
drainage, educational institutions and hospitals etc., in the locality.
5. The project would create employment potential for skilled, semi-skilled
and unskilled labor both during construction and operational phases of
the project to local population.
6. Also project improves aesthetics of the area with the development of
greenery
Residential Complex
Sy.No 151 and 152, Bachupally(V& M)
Medchal- Malkajgiri(D)
Pridhvi Envirotech (P) Ltd,Hyderabad. Page 86
CHAPTER– 8
8.0 CONCLUSION
The proposed project is aimed at developing residential flats. The proposed
site is away from city traffic and located in serene environment which will
give comfort to residents. Adequate care is taken to protect, preserve and
improve the environment around the site. About 3162.36 Sq.mts of the area
earmarked for development of greenery. It is proposed to take water from
Bore wells. However as soon as public water availability comes to the area,
permission would be obtained for public water supply. Further rain water
harvesting structures proposed to enhance the ground water of area. The
waste water is proposed to be treated in ecologically friendly treatment
methodology and re-use back.
As the site is well connected with existing road net work no additional impact
will be there on existing roads. Enough parking place is proposed to be
developed for vehicles within the complex.
Thus the project is environmentally viable and sustainable.
HYDERABAD METROPOLITAN DEVELOPMENT AUTHORITY
13 March, 2018Date :Letter No : 009358/LU/P5/HMDA/12032018
LAND USE INFORMATION
District Commercial Complex, Tarnaka, Hyderabad
To,
G HARI BABU AND OTHERS
723/A, ROAD NO.37, JUBILEE HILLS, HYDERABAD
500033
Sir / Madam,
Sub:-HMDA - Furnishing of Land Use Information.
Ref:-Your application No. 009358/LU/P5/HMDA/12032018,dated: 12 March, 2018.
With reference to your application cited, the details of Land Use Information as per statutory provisions of
Extensive Modification to the Master Plan of HUDA AREA (excluding the erstwhile MCH area and the newly
extended area of Huda) notified by the Govt. Vide G.O.Ms.No.288, MA dt:3.04.2008 is furnished hereunder:
Survey No. Land Use
150 Residential Use Zone and proposed 60mtrs and 30mtrs Two (2) roads passing
through the Sy.No. and affected Junction.
:
151 Residential Use Zone and proposed 60mtrs road passing through the Sy.No. and
proposed 30mtrs road affected.
:
152 Residential Use Zone and proposed 30mtrs road passing through the Sy.No. :
153 Residential Use Zone and proposed 30mtrs road passing through the Sy.No. :
154 Residential Use Zone and proposed 30mtrs road passing through the Sy.No. :
155 Residential Use Zone and proposed 30mtrs road passing through the Sy.No. :
: Bachpalle: Bachupally
: Medchal-Malkajgiri
: Zone-1 Medchal
VILLAGE
MANDAL
ZONE SEGMENT
DISTRICT
NOTE:
1. This information does not bar any public agency or department including the HMDA from acquisition of Lands
for Public purpose or from converting the Land Use at any time as per the Law.
2. This information shall not be used as the proof of any title to the Land.
3. This information shall not be used as the sole reason for obtaining exemption from the provisions of
U.L.C.Act.1976.
4. This information does not provide any development permission under the APUA (Dev)
Act.1975./HMDA Act 2008
5. Land use information does not guarantee that any Lay-Out or Building permission will be granted by competent
authority. Any Building/Lay-Out permission will have to examined and granted by competent authority based
on Building/Lay-Out/Land use Rules and conditions.
6. This letter is solely for information purpose only.
7. The Land Use Certificate is given on the Basis of Cadastral data shown in MDP-2031
8. The Water bodies shall also be read as per revenue records.
Application No.: 009358/LU/P5/HMDA/12032018 Page 1 of 2
Yours faithfully,
Junior Planning officer , HMDA
Copy to:
Copy to the Special Officer, ULC, Hyderabad for kind information.
Copy to the Collector for kind information.
Application No.: 009358/LU/P5/HMDA/12032018 Page 2 of 2
Name : S LALITHA GRACEDesignation : Junior PlanningOfficerDate : 13-Mar-2018 13: 07:48
22.45m
SITE PLAN
NORTH
PROPOSED
EXISTING
DEMOLISHED
SCALE : 1 : 200ALL DIMENSIONS ARE IN METERS
TITLE:-
AIR BLOWER
DUTY + STANDBY
Y Y
sepreator
SECTION " Y Y"
water tank inlet cover
0.15 thk r.c.c. slab cover
sepreatorSOFT WATER
0.15 thk r.c.c. slab cover
HARD WATER
water tank inlet cover
0.15 Th. R.C.C.SLAB COVER
0.23 Th. R.C.C.WALL
PLAN OF WATER SUMP
sump capacity :12.0(L)x4.0(w)x2.1(D)
1,00,000.00 Liters
0.15 Th. P.C.C. BED
6.00
3.0
2.1
0
METAL LADDER RUNGS
MS GALVANISED REBAR
FILTER FEED PUMP
DUTY + STANDBY
OUTLET PIPE TO FELTER FEED TANK
GRAVITY FLOW
CONCRETE FILTER FEED TANK
(BY CLIENT) ~24 mCONCRETE TREATED WATER
TANK (BY CLIENT) ~24 m
WL.
WL.WL.
AA
DRAIN PIT
CONCRETE
TREATED WATER
TANK
(BY CLIENT)
~24 m
CONCRETE
FILTER FEED
TANK
(BY CLIENT)
~24 m
CONCRETE SOLID
SEPERATION TANK
(BY CLIENT)
~24 m
CONCRETE
EQUALISATION
TANK
(BY CLIENT)
~24 m
RAW SEWAGE PUMPS
DUTY & STANDBY
INFLUENT
METAL LADDER RUNGS
MS GALVANISED REBAR
MAN HOLE COVER
600mm x 600mm
BAR SCREEN CHAMBER
BAR SCREEN BUCKET
FILTER FEED PUMPS
DUTY & STANDBYCONTINUOUS FILTER
(DUTY)
(STANDBY)
3.0
M
DOOR FOR ACCESS
TO STP AREA FROM
UPPER BASEMENT.
4.00M
(NOT TO SCALE)
SECTION AT COMPOUND WALL
SECTION AT 'A.A'.
0.30M.
0.30M.
BRICK
WALL
.23THK.
C.R.S
C.C.BED
1650
XX
PLAN OF PERCULATION PIT
SECTION AT 'X-X'
COARSE SAND
20MM METAL
G L
40MM METAL
13.00m
EN
TRY
78
.21
m
129.54m
57
.98
m
13
.00
m
13.00m
2M GREENERY
18
6.4
4m
RP
31.70m
52
.68
m
31.68m
5.40m
78
.05
m
6.00m 34.36m
6.0
0m
40
.11
m
57
.98
m
6.4
8m
SUMPCELLAR FLOOR
RETAINING WALL
CELLAR FLOOR
RETAINING WALL
CELLAR FLOOR
RETAINING WALL
CELLAR FLOORRETAINING WALL
CE
LL
AR
FL
OO
R
RE
TA
ININ
G W
AL
L
Transformer
yard3x3
Garb
age b
inG
arb
age b
inG
arb
age b
in
Garbage binGarbage bin
Ga
rba
ge
bin
Ga
rba
ge
bin
Garbage binGarbage bin
S.T.P
SITE BOUNDARY
SITE BOUNDARY SITE BOUNDARY
SITE BOUNDARY
127.76m
GROUND FLOOR PLAN
3.26m
3.28m
5.40m
14.4
0m
14
.40
m
3.1
0m
3.0
0m
5.4
M W
ide
1:8
In R
am
p fro
m
gro
un
d flo
or to
ce
llar flo
or
5.4
M W
ide
1:8
Ou
t Ra
mp
from
Ce
llar flo
or to
Gro
un
d flo
or
34
.01
m
14.39m
13.0
0m
13.00m
13
.00
m
13.0
0m
13.00m
13.00m
22.45m1
3.0
0m
13.15m
2M GREENERY2M GREENERY
RP
RPRP
RP
2M GREENERY
2M
GR
EE
NE
RY
2M
GR
EE
NE
RY
2M
GR
EE
NE
RY
2M
GR
EE
NE
RY
2M GREENERY2M GREENERY
2M
GR
EE
NE
RY
2M
GR
EE
NE
RY
2M GREENERY
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RPRPRP
RPRP
RP
RP
BLOCK-A BLOCK-B BLOCK-C
BLOCK-D
BLOCK-E
BLOCK-F
B
2M
GR
EE
NE
RY
2M
GR
EE
NE
RY
2M GREENERY
2M
GR
EE
NE
RY
2M
GR
EE
NE
RY
13.00m
8.67m
8.40m
THIRD FLOOR AREA
TOTAL AREA : 3,545.88 sqmts
: 590.98 SqmtsGROUND FLOOR AREA
* CLUB HOUSE
FOURTH FLOOR AREA
SECOND FLOOR AREA
FIRST FLOOR AREA
* Ninth floor area
* Eight floor area
: 25,793.36 Sqmts (or) 30,848.60 Sqyds
3162.36 Sqmts (12.26%)Proposed Totlot area :
Area Statement :-
2579.01 Sqmts (10.00%)Required Totlot area :
Total Plot area : 6.37 Acres (or)
No of floors : 2 cellars + Ground floor + 14 floors (44.85 m)
: 3,545.88 sqmts (3.29%)
: 37,115.37 sqmtsRequired Total Parking area
: 1140 nosTotal no of flats
amenities : 1560.18 sqmtsRequired Parking area (44%)
Residential
: 35,555.19 sqmtsRequired Parking area (33%)
: 37,841.16 sqmts (35.12%)Total area
: 22,862.09 sqmts2nd Cellar floor area
: 14,979.07 sqmts1st Cellar floor area
: 6,688.50 sqmts
Proposed Club house area
: 1,07,743.02 sqmts Total area
* Seventh floor area
* Sixth floor area
* Fifth floor area
* Fourth floor area
* Third floor area
* Second floor area
* First floor area
* Ground floor area
* Tenth floor area
* Eleventh floor area
* Twelveth floor area
* Thirteenth floor area
* Fourteenth floor area
Proposed Parking:
: 2,693.57 sqmts (2.50%)Required Club house area
: 7,218.18 sqmts
: 590.98 Sqmts
: 590.98 Sqmts
: 590.98 Sqmts
: 590.98 Sqmts
Flats Total build up area
2 cellars Total build up area
Amenities Total build up area
Total build up area : 1,49,130.06 sqmts
UP
LIFT2.44X1.96
W1 W1
W1
W1 W1
W1
BANQUET HALL
17.04X33.55
Reception
MD
D2L.TOILET
3.00X1.88V
D2
G.TOILET3.00X1.88
V
CLUB HOUSE
GROUND FLOOR PLAN
17.38m
13
.36
m
13
.87
m
14
.07
m
14
.42
m
14
.62
m
(SCALE :1:200 )
BELONGING:-
PLAN SHOWING THE PROPOSED RESIDENTIAL
1.Sri. Gaddipati Hari Babu.
APARTMENT IN SY. NO. 151 and 152 OF
BACHUPALLY VILLAGE,PRAGATHINAGAR
GRAMPANCHAYAT, BACHUPALLY MANDAL,
MEDCHAL,MALKAJGIRI DISTRICT.
RP
RP
RP
RP
RP
RP
RP
RP
RP
RPRPRPRP
RPstrom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
stro
m w
ate
r sl
ope
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
stro
m w
ate
r sl
ope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
strom water slope
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
RP
str
om
wate
r slo
pe
str
om
wate
r slo
pe
str
om
wate
r slo
pe
RP
RP
strom water slope
strom water slope
strom water slope
MAN HOLE
MAN HOLE
strom water linestrom water line
strom water line
str
om
wate
r lin
estr
om
wate
r lin
estr
om
wate
r lin
estr
om
wate
r lin
estr
om
wate
r lin
e
strom water linestrom water linestrom water line
str
om
wate
r lin
estr
om
wate
r lin
estr
om
wate
r lin
estr
om
wate
r lin
e
* BLOCK -A
EIGHT FLOOR AREA
SEVENTH FLOOR AREA
: 1251.59 SqmtsGROUND FLOOR AREA
NINTH FLOOR AREA
SIXTH FLOOR AREA
FIFTH FLOOR AREA
FOURTH FLOOR AREA
TOTAL AREA : 20,139.55 Sqmts
THIRD FLOOR AREA
SECOND FLOOR AREA
FIRST FLOOR AREA
TENTH FLOOR AREA
ELEVENTH FLOOR AREA
TWELETH FLOOR AREA
THIRTEENTH FLOOR AREA
FOURTEENTH FLOOR AREA
* BLOCK -B
EIGHT FLOOR AREA
SEVENTH FLOOR AREA
: 841.07 SqmtsGROUND FLOOR AREA
NINTH FLOOR AREA
SIXTH FLOOR AREA
FIFTH FLOOR AREA
FOURTH FLOOR AREA
TOTAL AREA : 13,592.41 Sqmts
THIRD FLOOR AREA
SECOND FLOOR AREA
FIRST FLOOR AREA
TENTH FLOOR AREA
ELEVENTH FLOOR AREA
TWELETH FLOOR AREA
THIRTEENTH FLOOR AREA
FOURTEENTH FLOOR AREA
: 910.81 Sqmts
13.0
0m
13
.00
m
13.00m13.00m 13.82m
13.72m
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 1349.14 Sqmts
* BLOCK -E
EIGHT FLOOR AREA
SEVENTH FLOOR AREA
: 841.07 SqmtsGROUND FLOOR AREA
NINTH FLOOR AREA
SIXTH FLOOR AREA
FIFTH FLOOR AREA
FOURTH FLOOR AREA
TOTAL AREA
THIRD FLOOR AREA
SECOND FLOOR AREA
FIRST FLOOR AREA
TENTH FLOOR AREA
ELEVENTH FLOOR AREA
TWELETH FLOOR AREA
THIRTEENTH FLOOR AREA
FOURTEENTH FLOOR AREA
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
: 910.81 Sqmts
MD
10.01m 2.44m
22.45m
6.9
6m
3.0
0m
6.9
6m
9.78m
MD
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.3
8m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.0
0m
3.0
0m
Ele
ctr
ical du
ct
Ele
ctr
ical duct
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
14
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
12
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
V V
D1
D1
D2
D2 D2
W1
W1
10
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03
D2
1.5
2m
WID
E
BA
LC
ON
Y
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
3.0
0m
6.9
6m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
04
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
11
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
W
6.9
6m UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
GARBAGE CHUTE
DR
YW
ET
UP
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
13
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
3.0
0m
3.0
0m
10.0
0m
3.0
0m
6.9
6m
2.44m10.01m
Ele
ctr
ical duct
1.5
2m
WID
E
BA
LC
ON
Y
1.07m wide
utility
W2D2
KITCHEN
2.44X2.30
BED ROOM
3.96X3.35
TOILET
3.25X2.10
DRAWING
3.25X3.25
VTOILET
2.31X1.32
V
W1
W1
DINING/LIVING
4.17X6.10
W
6.96m
10.0
1m
07
plu
mb
ing
sh
aft
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
3.0
0m
MD
10.01m 2.44m
22.45m
6.9
6m
3.0
0m
6.9
6m
9.78m
MD
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.3
8m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.0
0m
3.0
0m
Ele
ctr
ical du
ct
Ele
ctr
ical duct
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
14
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
12
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
V V
D1
D1
D2
D2 D2
W1
W1
10
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03
D2
1.5
2m
WID
E
BA
LC
ON
Y
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
3.0
0m
6.9
6m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
04
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
11
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
W
6.9
6m UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
GARBAGE CHUTE
DR
YW
ET
UP
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
13
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
3.0
0m
3.0
0m
10.0
0m
3.0
0m
6.9
6m
2.44m10.01m
Ele
ctr
ical duct
1.5
2m
WID
E
BA
LC
ON
Y
1.07m wide
utility
W2D2
KITCHEN
2.44X2.30
BED ROOM
3.96X3.35
TOILET
3.25X2.10
DRAWING
3.25X3.25
VTOILET
2.31X1.32
V
W1
W1
DINING/LIVING
4.17X6.10
W
6.96m
10.0
1m
07
plu
mb
ing
sh
aft
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
3.0
0m
22.45m
MD
10.01m 2.44m
22.45m
6.9
6m
3.0
0m
6.9
6m
9.78m
MD
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.3
8m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.0
0m
3.0
0m
Ele
ctr
ical du
ct
Ele
ctr
ical duct
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
14
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
12
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
V V
D1
D1
D2
D2 D2
W1
W1
10
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03
D2
1.5
2m
WID
E
BA
LC
ON
Y
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
3.0
0m
6.9
6m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
04
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
11
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
W
6.9
6m UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
GARBAGE CHUTE
DR
YW
ET
UP
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
13
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
3.0
0m
3.0
0m
10.0
0m
3.0
0m
6.9
6m
2.44m10.01m
Ele
ctr
ical duct
1.5
2m
WID
E
BA
LC
ON
Y
1.07m wide
utility
W2D2
KITCHEN
2.44X2.30
BED ROOM
3.96X3.35
TOILET
3.25X2.10
DRAWING
3.25X3.25
VTOILET
2.31X1.32
V
W1
W1
DINING/LIVING
4.17X6.10
W
6.96m
10.0
1m
07
plu
mb
ing
sh
aft
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
3.0
0m
MD
10.01m 2.44m
22.45m
6.9
6m
3.0
0m
6.9
6m
9.78m
MD
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.3
8m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.0
0m
3.0
0m
Ele
ctr
ical du
ct
Ele
ctr
ical duct
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
14
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
12
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
V V
D1
D1
D2
D2 D2
W1
W1
10
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03
D2
1.5
2m
WID
E
BA
LC
ON
Y
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
3.0
0m
6.9
6m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
04
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
11
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
W
6.9
6m UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
GARBAGE CHUTE
DR
YW
ET
UP
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
13
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
3.0
0m
3.0
0m
10.0
0m
3.0
0m
6.9
6m
2.44m10.01m
Ele
ctr
ical duct
1.5
2m
WID
E
BA
LC
ON
Y
1.07m wide
utility
W2D2
KITCHEN
2.44X2.30
BED ROOM
3.96X3.35
TOILET
3.25X2.10
DRAWING
3.25X3.25
VTOILET
2.31X1.32
V
W1
W1
DINING/LIVING
4.17X6.10
W
6.96m
10.0
1m
07
plu
mb
ing
sh
aft
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
3.0
0m
22.45m
MD
10.01m 2.44m
22.45m
6.9
6m
3.0
0m
6.9
6m
9.78m
MD
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.3
8m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.0
0m
3.0
0m
Ele
ctr
ical duct
Ele
ctr
ical duct
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
14
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
12
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
V V
D1
D1
D2
D2 D2
W1
W1
10
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03
D2
1.5
2m
WID
E
BA
LC
ON
Y
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
3.0
0m
6.9
6m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
04
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
11
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
W
6.9
6m UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
GARBAGE CHUTE
DR
YW
ET
UP
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
13
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
3.0
0m
3.0
0m
10.0
0m
3.0
0m
6.9
6m
2.44m10.01m
Ele
ctr
ical duct
1.5
2m
WID
E
BA
LC
ON
Y
1.07m wide
utility
W2D2
KITCHEN
2.44X2.30
BED ROOM
3.96X3.35
TOILET
3.25X2.10
DRAWING
3.25X3.25
VTOILET
2.31X1.32
V
W1
W1
DINING/LIVING
4.17X6.10
W
6.96m
10.0
1m
07
plu
mb
ing
sh
aft
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
3.0
0m
MD
10.01m 2.44m
22.45m
6.9
6m
3.0
0m
6.9
6m
9.78m
MD
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.3
8m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.0
0m
3.0
0m
Ele
ctr
ical duct
Ele
ctr
ical duct
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
14
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
12
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
V V
D1
D1
D2
D2 D2
W1
W1
10
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03
D2
1.5
2m
WID
E
BA
LC
ON
Y
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
3.0
0m
6.9
6m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
04
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
11
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
W
6.9
6m UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
GARBAGE CHUTE
DR
YW
ET
UP
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
13
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
3.0
0m
3.0
0m
10.0
0m
3.0
0m
6.9
6m
2.44m10.01m
Ele
ctr
ical duct
1.5
2m
WID
E
BA
LC
ON
Y
1.07m wide
utility
W2D2
KITCHEN
2.44X2.30
BED ROOM
3.96X3.35
TOILET
3.25X2.10
DRAWING
3.25X3.25
VTOILET
2.31X1.32
V
W1
W1
DINING/LIVING
4.17X6.10
W
6.96m
10.0
1m
07
plu
mb
ing
sh
aft
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
3.0
0m
TOT-LOT-7
TOT-LOT-6
22.45m
MD
10.01m 2.44m
22.45m6.9
6m
3.0
0m
6.9
6m
9.78m
MD
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.3
8m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.0
0m
3.0
0m
Ele
ctr
ical duct
Ele
ctr
ical duct
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
14
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
12
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
V V
D1
D1
D2
D2 D2
W1
W1
10
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03
D2
1.5
2m
WID
E
BA
LC
ON
Y
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
3.0
0m
6.9
6m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
04
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
11
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
W
UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
GARBAGE CHUTE
DR
YW
ET
UP
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
13
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
3.0
0m
3.0
0m
10.0
0m
3.0
0m
6.9
6m
2.44m10.01m
Ele
ctr
ical duct
1.5
2m
WID
E
BA
LC
ON
Y
1.07m wide
utility
W2D2
KITCHEN
2.44X2.30
BED ROOM
3.96X3.35
TOILET
3.25X2.10
DRAWING
3.25X3.25
VTOILET
2.31X1.32
V
W1
W1
DINING/LIVING
4.17X6.10
W
6.96m
10.0
1m
07
plu
mb
ing
sh
aft
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
3.0
0m
MD
10.01m 2.44m
22.45m6.9
6m
3.0
0m
6.9
6m
9.78m
MD
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.3
8m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
3.0
0m
3.0
0m
Ele
ctr
ical duct
Ele
ctr
ical duct
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
14
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
12
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
V V
D1
D1
D2
D2 D2
W1
W1
10
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
10.01m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03
D2
1.5
2m
WID
E
BA
LC
ON
Y
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
9.78m
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
3.0
0m
6.9
6m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
04
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
11
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
W
6.9
6m UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
W1
1.5
2m
WID
E
BA
LC
ON
Y
D2
6.9
6m
plu
mb
ing
sh
aft
GARBAGE CHUTE
DR
YW
ET
UP
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
D2
1.5
2m
WID
E
BA
LC
ON
Y
6.9
6m
plu
mb
ing
sh
aft
UP
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
13
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
3.0
0m
3.0
0m
10.0
0m
3.0
0m
6.9
6m
2.44m10.01m
Ele
ctr
ical duct
1.5
2m
WID
E
BA
LC
ON
Y
1.07m wide
utility
W2D2
KITCHEN
2.44X2.30
BED ROOM
3.96X3.35
TOILET
3.25X2.10
DRAWING
3.25X3.25
VTOILET
2.31X1.32
V
W1
W1
DINING/LIVING
4.17X6.10
W
6.96m
10.0
1m
07
plu
mb
ing
sh
aft
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
LIFT
2.44X1.83
3.0
0m
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
* BLOCK -C
EIGHT FLOOR AREA
SEVENTH FLOOR AREA
: 1251.59 SqmtsGROUND FLOOR AREA
NINTH FLOOR AREA
SIXTH FLOOR AREA
FIFTH FLOOR AREA
FOURTH FLOOR AREA
TOTAL AREA : 20,139.55 Sqmts
THIRD FLOOR AREA
SECOND FLOOR AREA
FIRST FLOOR AREA
TENTH FLOOR AREA
ELEVENTH FLOOR AREA
TWELETH FLOOR AREA
THIRTEENTH FLOOR AREA
FOURTEENTH FLOOR AREA
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
* BLOCK -D
EIGHT FLOOR AREA
SEVENTH FLOOR AREA
: 1251.59 SqmtsGROUND FLOOR AREA
NINTH FLOOR AREA
SIXTH FLOOR AREA
FIFTH FLOOR AREA
FOURTH FLOOR AREA
TOTAL AREA : 20,139.55 Sqmts
THIRD FLOOR AREA
SECOND FLOOR AREA
FIRST FLOOR AREA
TENTH FLOOR AREA
ELEVENTH FLOOR AREA
TWELETH FLOOR AREA
THIRTEENTH FLOOR AREA
FOURTEENTH FLOOR AREA
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
* BLOCK -F
EIGHT FLOOR AREA
SEVENTH FLOOR AREA
: 1251.59 SqmtsGROUND FLOOR AREA
NINTH FLOOR AREA
SIXTH FLOOR AREA
FIFTH FLOOR AREA
FOURTH FLOOR AREA
TOTAL AREA : 20,139.55 Sqmts
THIRD FLOOR AREA
SECOND FLOOR AREA
FIRST FLOOR AREA
TENTH FLOOR AREA
ELEVENTH FLOOR AREA
TWELETH FLOOR AREA
THIRTEENTH FLOOR AREA
FOURTEENTH FLOOR AREA
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 1349.14 Sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts : 7,218.18 sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts
: 7,218.18 sqmts
B
A A
10.01m 2.44m 10.01m22.45m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
10.01m
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
9.78m
MD
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
07
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
9.78mW1
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
10
W1
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
9.78mW1
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
LIFT
2.44X1.83
LIFT
2.44X1.83
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03DINING/LIVING
6.50X3.15
BED ROOM
3.66X3.25
TOILET
1.42X1.37
1.60m wide
utility
KITCHEN
2.74X1.78
W1
W
V
W1
W1
MD
D1
D2
D2
04
UP
UP
LIFT
2.4X2.0
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
D2
D2 D2
D2 D2
D2 D2
D2 D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
10.01m 2.44m 10.01m22.45m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
3.0
0m
6.9
6m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
01
10.01m
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
05
9.78m
MD
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
07
9.78m
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
02
9.78mW1
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
06
W1
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
10
W1
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.15
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.56X2.31
1.07m wide
utility
MD
V V
W
D1
D1
D2
D2 D2
W1
W1
08
9.78mW1
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
2.4
4m
WID
E C
OR
RID
ER
LIFT
2.44X1.83
LIFT
2.44X1.83
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35 TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
MD
D1
D1D2
V V
W2
W1
W1
W
D2 D2
03DINING/LIVING
6.50X3.15
BED ROOM
3.66X3.25
TOILET
1.42X1.37
1.60m wide
utility
KITCHEN
2.74X1.78
W1
W
V
W1
W1
MD
D1
D2
D2
04
UP
UP
LIFT
2.4X2.0
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
1.5
2m
WID
E
BA
LC
ON
Y
D2
D2 D2
D2 D2
D2 D2
D2 D2
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
DINING/LIVING
5.49X3.15
BED ROOM
3.96X3.05
BED ROOM
3.96X3.35TOILET
1.45X2.31
TOILET
1.32X2.31
KITCHEN
2.51X2.31
1.07m wide
utility
D1
D1D2
V V
W2
W1
W1
W
D2 D2
09
D2
1.5
2m
WID
E
BA
LC
ON
Y
plu
mb
ing
sh
aft
TOT-LOT-8
916.93 Sqmts
61.23 Sqmts
49.73 Sqmts
TOT-LOT-5
TOT-LOT-4
61.23 Sqmts
49.73 Sqmts
TOT-LOT-10
TOT-LOT-9
61.23 Sqmts
49.73 Sqmts
TOT-LOT-12
TOT-LOT-11
61.23 Sqmts
49.73 Sqmts
599.73 Sqmts
414.79 Sqmts
787.07 Sqmts
FIFTH FLOOR AREA : 590.98 Sqmts
Total cars : 1141 nos
: 701 nosNo of cars in 2nd Cellar floor
: 440 nosNo of cars in 1st Cellar floor
: 1140 nosNo of two wheelers
: 1,07,743.02 sqmts
: 3,545.88 sqmts
13.00m13.00m
RP
31.70m
5.40m
6.00m 34.36m
SUMP CELLAR FLOOR
RETAINING WALL
CELLAR FLOOR
RETAINING WALL
CELLAR FLOORRETAINING WALL
CELLAR FLOORRETAINING WALL
Transformer
yard
3x3
Garbage binGarbage bin
Garbage binGarbage bin
S.T.P
SITE BOUNDARY
SITE BOUNDARY SITE BOUNDARY
SITE BOUNDARY
3.26m
3.28m
5.40m
14.39m
22.45m 13.00m
13.00m
22.45m
13.00m
13.15m
RP
RPRP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RPRPRP
RP
RP
RP
RP
BLOCK-A BLOCK-B BLOCK-C
BLOCK-E
BLOCK-F
17.38mW1
W1
D2
V
D2
V
CLUB HOUSE
GROUND FLOOR PLAN
22.45m
22.45m
22.45m
9.78m
9.78m
9.78m
7.15m
6.73m
9.78m
Cellar Ventilation
Duct
Cellar Ventilation
Duct
9.78m
7.11m
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
TOT-LOT
TOT-LOT
10.01m 2.44m 10.01m22.45m
10.01m 2.44m 10.01m22.45m22.45m
10.01m 2.44m 10.01m
10.01m 2.44m 10.01m
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
TOT-LOT
TOT-LOT
10.01m 2.44m 10.01m22.45m
10.01m 2.44m 10.01m22.45m
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
TOT-LOT
TOT-LOT
10.01m 2.44m 10.01m22.45m
10.01m 2.44m 10.01m22.45m
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
TOT-LOT
TOT-LOT
10.01m 2.44m 10.01m22.45m
10.01m 2.44m 10.01m22.45m
BLOCK-D
9.78m
9.78m
9.78m
7.15m
6.73m
9.78m
Cellar Ventilation
Duct
Cellar Ventilation
Duct
9.78m
7.11m
Cellar Ventilation
Duct
Cellar Ventilation
Duct
Cellar Ventilation
Duct
22.45m10.01m 2.44m 10.01m
10.01m 2.44m 10.01m
: 70 nosExtra cars
: 13,592.41 Sqmts
* ALL BLOCKS AREA :
: 37,841.16 sqmts (35.12%)