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Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 46
CONCEPTUAL PLAN
Sports City- Proposed Group Housing & Villas project to be developed by M/s Aura Buildwell Pvt.
Ltd. The Project is located at SC-02-B, Sector 27, Greater Noida, U.P. on a land measuring 96,117.18
Sq.m. The name of the developer is M/s Aura Buildwell Pvt. They have been successful in providing
specifically designed housing solutions to the elite professional keeping in mind their daily needs and
their exquisite taste in lifestyle.
Sports City- Proposed Group Housing & Villas project is located at SC-02-B, Sector 27, Greater
Noida, U.P. The Co-ordinates of the project site are 28°32’5”N and 77°29’43”E. Google earth image
& Toposheet map showing project site & surroundings within 500 m and 2 km are attached at
Annexure 1(a & b).
The project site is well connected to transport facilities. The site has excellent connectivity to Noida
Greater Noida expressway about 0.69 km away from project site in South direction and Dadri main
Road about 3.19 km away from project site in North direction. The nearest railway station is Dadri
Railway Station, about 12.71 km away from the project site in NE direction. The nearest airport is
Indira Gandhi International Airport, New Delhi, which is about 30.64 km from the project site in
West direction.
INTRODUCTION
SITE LOCATION AND SURROUNDINGS
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates
of the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map
showing project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
CONNECTIVITY
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates
of the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map
showing project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 47
The total area of the project is estimated at 96,117.18 m2 (or 23.75 acres). The detailed Area
Statement is provided below in Table 1.
Table 1: Area Statement
S. No PARTICULARS F.A.R. % SQ.MTR./NOS.
1 Total Plot Area 96,117.18
A
Permissible F.A.R For Housing
= 96117.18 X 1.5 = 144175.77 1.5 1,44,175.77
B
Additional F.A.R For Green Building 5% Of
Permissible
F.A.R
= 5% OF
144175.77
7,208.788
Total Permissible F.A.R = A + B 1,51,384.558
2
Permissible 15% F.A.R. For Facility Of
Total Main F.A.R Area, 15% Of 144175.77
= 21626.36 Sq.Mt. 15% 21,626.36
3 Permissible Ground Coverage 96117.18
Sqm. @ 30% = 28835.15 Sq.Mt. 30% 28,835.15
Proposed Total Ground Coverage (@ 17.54% ) 16,864.28
4 Permissible F.A.R For Commercial
= 1992.34 X 1.5 = 2883.515 Sq.Mt 2,883.515
Proposed Commercial F.A.R Area Details 2,826.861
5 Total F.A.R. Achieved 1,48,055.168
A F.A.R Achieved For Residential
1,45,161.197
B F.A.R Achieved For Commercial
2,826.861
C F.A.R For Swimming Centre
67.11
6 Total Achieved Area For Basement 35578.78
7 Achieved For Facility 9836.701
8 A
Proposed Area In 15% Facility Area Housing = Fire
Staircase Area + Lift Lobby Area + Mumty Area +
Machine Room Area + Lift Shaft Area + Service Shaft
Area + Cupboard + Gaurd Room + Over Head Tank +
S.T.P + L.T. Panel Room
9,836.701
AREA STATEMENT
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates
of the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map
showing project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 48
9
Required Landscape Area
Required Landscape Area = 50% Of Open Area
Open Area = Plot Area - 30% Ground Coverage )
= 50% Of ( 96117.18 - 28835.15 )
33,641.015
10 Proposed Landscape Area. 35,135.5
11 Total Built-Up Area 1,97,625.915
A Total F.A.R. Area 1,48,055.168
35,578.78
9,836.701
4,155.266
1,97,625.915
B Total Basement Area
C Total Facility Area In 15%
D Total Stilt Area
Total ( A + B + C + D )
*(Source: Site Plan)
Table 2: Per cent wise plot area breakup
S. No Particulars Area (in sq.m.) Percentage (%)
1 Plot area 96117.18 100
2 Ground Coverage 16864.28 17.54
3 Landscape Area 35135.5 36.55
4 Open Parking Area 8236.767 8.57
5 Paved Area/Road Area for vehicular movement 35880.633 37.34
The total population of the project is 6439 persons. The detailed population breakup is given below in
the Table 2.
Table 3: Population Break up
S. No. Category No. of Persons
1. Dwelling Units (Villas +
Apartments) (1152 units) 5189
POPULATION DENSITY
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates of
the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map showing
project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 49
3. Club & Floating Population 900
4. Staff 200
5. Commercial/ Shopping 150
During operation phase, water will be supplied by Greater Noida Industrial Development Authority.
The total water requirement is approx. 911.24 KLD, out of which fresh water requirement is 516.51
KLD. This works out to 56.68 % of the total water requirement. The remaining water requirement will
be met through treated water. The daily water requirement calculation is given below in Table 3:
Table 4: Calculations for Daily Water Demand
S.
No.
Particulars Expected
Population
Base of
Calculation
(lpcd)
Treated Water Fresh Water Total Water
Consumption
(KLD) Flushing
(KLD)
Other
(KLD)
Domestic
(KLD)
Other
(KLD)
1. Dwelling
Units
Residents
5,189
(@ 4.5
persons/dwelling
unit)
135
(90 lpcd for
fresh water
and 45 lpcd
for
flushing)
233.505 467.01 700.515
2. Club &
Floating
Population
900 15
(10 lpcd for
fresh water
and 5 lpcd
for
flushing)
4.5 9.0 13.5
3. Commercial
+
Staff
350
45
(30 lpcd
for fresh
water and
15 lpcd for
flushing)
5.25 10.5 15.75
4. Filter 20.0 20.0
WATER REQUIREMENT
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates of
the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map showing
project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 50
Backwash
5. Make- up for
swimming
pool
10.0 10.0
6. Green Belt
(37869.512
sq. m)
- @4
Lit / sq. m.
151.480 151.480
Total 243.25 151.480 486.51 30.0 911.245
394.73 516.51 911.24
Table 5: Water Requirement &Waste Water Generation
S. No. Description Quantity of water
(KLD)
1. Total water requirement 911.24
2. Fresh water availability 516.51
3. Waste water generation
(80% of fresh water + 100% of flush water)
656.458
4. Water requirement for green area 151.48
5. STP Capacity 790
6. Treated water from STP (80% of waste water) 526
Wastewater Generation & Treatment
It is expected that the project will generate approx 656.458 KLD of wastewater. The wastewater will
be treated in a STP provided within the Group Housing Complex. It will generate 526.0 KLD of
treated water. After reusing in flushing and green area development 130.4 KLD of treated water will
become surplus, which will be used for nearby construction site/maintenance of greenbelt.
WASTE WATER GENERATION
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates of
the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map showing
project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 51
Figure 1: Water Balance Diagram
Water Conservation Plan:
To reduce the consumption of water and conserve the same the following measures will be taken
during construction & operation phase of the project.
(A) Construction Phase:
1. Usage of Ready mix concrete at the site.
2. Usage of water sprinklers for curing.
3. The concrete will be covered with gunny bags before spraying of water so as to retain
maximum moisture for a longer period.
4. Creation of ponds at the construction site to collect the surface runoff. This will be reused
in curing and washing of wheels of vehicles.
5. A Supervisor will be posted at the site to look after proper usage of water resources at the
site to prevent its wastage.
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 52
(B) Operation Phase:
1. Installation of water meter at inlet & outlet point to monitor water consumption and
detect leakages.
2. Usage of water conservation fixtures in toilets and bathrooms like dual flushing cistern,
sensor operated low faucet water taps
3. Low water/waterless urinals will be provided in commercial & institutional area
4. Installation of low flow shower in bathrooms.
5. Tap aerators or flow regulators will be installed to increase water delivery pressure even
at low flow rate
6. Dual pipe plumbing system will be installed for use of STP treated water for flushing,
horticulture & DG cooling.
7. Installation of rain water Harvesting System to recharge ground water.
Extent of water saving
Extent of water saving is provided in the table below:
Table 6: Extent of water savings
FIXTURE OPERATIONS WATER SAVING
CISTERNS
2/4 Dual Flush
cistern fittings
Pressing one button discharges 2
litres/flush and pressing both the
buttons discharges 4 liters/flush
Savings 6-8 litres/flush.
(standard flush uses 10-13
litres/flush)
URINALS
Sensor Operated Water is applied automatically on asset
frequency through drip feeding system
Saves 2.2-10 litres (standard
flush uses 10-13 Litres 10-
13 litres/flush)
FAUCETS
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 53
Electronic
Meters
Open or Close taps by the proximity
detection
Saves 40-50% water
IRRIGATION
Drip Irrigation Land is irrigated through tiny holes on
pipe reducing evaporative losses of
water
Saves 40-50% water
FAB TECHNOLOGY
Sewerage System
An external sewage network will collect the sewage from all the units and flow by gravity to the
proposed sewage treatment plant.
Following are the benefits of installing a Sewage Treatment Plant in the proposed Expansion of
Group Housing project.
Reduced net daily water requirements.
Availability of treated water for Horticultural uses.
Less dependence on public utilities for water supply and sewerage systems.
Sludge generated from the Sewage Treatment Plant is rich in organic content which
works as excellent fertilizer for horticultural purposes.
Wastewater Details
(a) Daily load (KLD) : 656.46
(b) Duration of flow to STP (hours) : 24
SEWAGE TREATMENT TECHNOLOGY
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates of
the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map showing
project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 54
(c) Maximum Temperature (Celcius) : 320
(d) pH : 7 to 9.5
(e) Colour : Mild
(f) T.S.S. (mg/l) : 100-400
(g) BOD5 (mg/l) : 200-300
(h) COD (mg/l) : 500-700
b. Final discharge characteristics
(a) pH : 6.5 to 7.5
(b) Oil & Grease mg/l : <10
(c) B.O.D. mg/l : <10
(d) C.O.D. mg/l : <20
(e) Total Suspended Solids mg/l : <10
Treatment Technology
The technology is based on attached growth aerobic treatment followed by clarification by a tube
settler. Lime will be dosed in for suppression of foaming tendencies. The clarified water will be
filtered in a pressure sand filter after dosing of coagulant (alum) for removal of unsettled
suspended impurities. This water will be passed through an activated carbon filter for removal of
organics. The filtered water from ACF is then chlorinated & stored in the flushing tank.
The attached growth fluidized aerobic bed reactor (FAB) process combines the biological
processes of attached & suspended growth. It combines submerged fixed film with extended
aeration for treatment of the waste water.
The waste water after screening is collected in an equalization tank. The equalization tank is
required for preventing surges in flow & facilitating equalization of characteristics over the
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 55
entire quantity of effluent in a given time. A provision for pre-aeration is made in the
equalization tank in order to ensure mixing & to prevent the sewage from going septic.
The equalized sewage is then pumped into the FAB reactor for biological processing. The water
enters the bottom of the reactor & flows up through the fixed film media which grossly enhances
the hydraulic retention time & provides a large surface area for growth of biological micro –
organisms. The FAB reactor is aerated by fine pore sub – surface diffusers which provide the
oxygen for organic removal. The synthetic media floats on the water & the air agitation ensures
good water to micro-organism contact.
The FAB treatment is an attached growth type biological treatment process wherein the majority
of biological activity takes place on the surface of the PVC media. Continuous aeration ensures
aerobic activity on the surface of the media. Micro – organisms attach themselves on the media
& grow into dense films of a viscous jelly like nature. Waste water passes over this film with
dissolved organics passing into the bio-film due to concentration gradients within the film.
Suspended particles & colloid may get retained on this sticky surface where they are
decomposed into soluble products. Oxygen from the aeration process in the waste water provides
oxygen for the aerobic reactions at the bio-film surface. Waste products from the metabolic
processes diffuse outward & get carried away by the waste water or air currents through the
voids of the media.
The aerated effluent passes into a tube deck settler for clarification. The theory of gravity tube
settler system is that the carrier fluid maintains laminar flow in the settling media at specified
maximum viscosity. These two parameters of a carrier fluid, flowing through a hydraulic
configuration, will determine the velocity gradients of the flow, the height of boundary layer at
the inclined surface and the residence time within the media.
The carrier fluid must be viscous Newtonian, exhibiting a Reynolds number of less than 1000
and preferably, a number under 400. The laminar flow, through the inclined tubes, will produce
velocity gradients sufficiently large to form an adequate boundary layer, where the velocity of
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 56
fluid approaches zero. Boundary layers are necessary in functioning tube settlers, to allow
suspended solids to separate from the viscous carrier fluid. Under gravitational forces, they will
settle to the hydraulic surface of the tube and subsequently from the clarifier media.
Since the tubes are inclined at 60 degrees, solids settled on the tubes are continually discharged
down. This downward rolling action increases particle contact and hence further agglomeration,
which increases the sludge settle ability. Studies show that these agglomerated sludge particles
can have a settling rate in excess of ten times the settling rate of the individual flock particles in
the influent. These heavy agglomerated masses quickly slide down the 60 degree inclined tube
and settle at the bottom of the tank.
At the bottom of the Tube deck, where the sludge leaves the Tube surface, the larger
agglomerated captures smaller particles in the upcoming stream. This solid contact phenomenon
greatly enhances the capture efficiency.
Stages of Treatment: The treatment process consists of the following stages:
Equalization
Bio- Degradation
Clarification & Settling
Filtration
Figure 2: Schematic Diagram of STP
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 57
Sewer System
The alignment and slope of the sewer line will follow the road network, drains or natural ground
surface and will be connected to the trunk sewers. The discharge point will be a treatment plant,
a pumping station, a water course or an intercepting sewer. Pumping stations will be provided at
places where the natural slope of the terrain is insufficient to permit gravity flow or the cost of
excavation is uneconomical to do the same.
The storm water disposal system for the premises will be self-sufficient to avoid any
collection/stagnation and flooding of water. The amount of storm water run-off depends upon
many factors such as intensity and duration of precipitation, characteristics of the tributary area
and the time required for such flow to reach the drains. The drains will be located near the
carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run
off from roads will flow towards the drains. Storm water from various plots will be connected to
adjacent drain by a pipe through catch basins. Total 7 rainwater harvesting pits at selected
locations, are provided which will catch the maximum run-off from the area.
1) Since the existing topography is congenial to surface disposal, a network of storm water pipe
drains has been planned adjacent to roads. All building roof water will be brought down
through rain water pipes.
2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular
intervals for rain water harvesting and ground water recharging.
3) For basement parking, the rainwater from ramps will be collected in the basement storm
water storage tank. This water will be pumped out to the nearest external storm water drain.
4) The peak hourly rainfall of 35 mm/hr will be considered for designing the storm water
drainage system.
PROPOSED RAIN WATER HARVESTING SYSTEM
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates
of the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map
showing project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 58
Rain water harvesting will be catered to and designed as per the guideline of CGWB. Peak
hourly rainfall has been considered as 35 mm/hr. The recharge pit of 4 m diameter and 3 m depth
will be constructed for recharging the water. Inside the recharge pit, a recharge bore will be
constructed having adequate diameter and depth. The ground water level in the area is 20-23
meters bgl. At the bottom of the recharge well, a filter media will be provided to avoid choking
of the recharge bore. Design specifications of the rain water harvesting plan are as follows:
Catchments/roofs would be accessible for regular cleaning.
The roof will have smooth, hard and dense surface which is less likely to be damaged
allowing release of material into the water. Roof painting will be avoided since most
paints contain toxic substances and may peel off.
All gutter ends will be fitted with a wire mesh screen and a first flush device will be
installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags
and paper pieces will get arrested by the mesh at the terrace outlet and to prevent
contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is
flushed off.
No sewage or wastewater will be admitted into the system.
No wastewater from areas likely to have oil, grease, or other pollutants will be connected
to the system.
The table below presents Rain Water runoff on various types of surfaces.
Table 7: Rain Water runoff on various types of surfaces
S.
No
.
Type of
Surface
Catchment's Area Run
off
Coeff
. [C]
Intensit
y of
Rainfall
(mm/hr)
Discharge (Run Off)
[Q=10CIA] m3/hr
Total
(m3/hr
) [Q]
sq. m Ha.
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 59
1. Building
(Terrace)
/Roof Top
Area
15,489.36 1.548936 0.9 35 10X0.90X35X1.54893
6 487.91
2. Paved
Surface/ Road
Surface Area
42,758.31 4.275831 0.7 35 10X0.7X35X4.275831 1,047.6
3. Natural
Ground/Green
s Area
37,869.51
2
3.786951
2 0.7 35
10X0.7X35X3.786951
2 927.8
Grand Total ( 1+2+3)
2,463.3
KLD
Calculations for storm water load
Roof-top area = Ground Coverage = 15,489.36 m2
Green Area = 37,869.512 m2
Paved Area = Total Plot Area – (Roof-top Area + Green Area)
= 42,758.31 m2
VOLUME OF STORM WATER DRAINAGE
Considering 15 min (0.250 Hr) Retention Period
Volume Required = 2,463.3 X 0.250
Volume = 615.83
VOLUME OF 1RAINWATER HARVESTING PIT
Taking the effective dia and depth of a Recharge pit 4 m and 3 m respectively, Volume of a
singleRechargepit=πr2h=3.14×2×2×3=37.68m3
TOTAL NO. OF RAINWATER HARVESTING PIT
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 60
= 615.83 /37.68
= 16.34 Number
= or 16 Number
Total Number of Rainwater Harvesting Pit Required will be 16.
Figure 3: Typical Rain Water Harvesting Pit Design
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 61
Adequate provision will be made for car/vehicle parking at the project site. There shall also be
adequate parking provisions for visitors so as not to disturb the traffic and allow smooth
movement at the site.
Table 7: Parking Details
REQUIRED PARKING
@ 1 E.C.S. / 80 SQM. F.A.R AREA
= 148055.018 / 80 = 1850.68 SAY 1850 E.C.S 1850 E.C.S.
PROPOSED PARKING 1854 E.C.S.
A UPPER BASEMENT PARKING AREA
= 1 @ 30 SQ.M PER E.C.S = 16869.22 / 30 = 562.30
E.C.S SAY 562 E.C.S
B
LOWER BASEMENT PARKING AREA (16869.22
@ 30 SQ.M PER E.C.S)
MECHANICAL CAR PARKS FOR 180 NOS.
i.e TOTAL PARKING AT LOWER BASEMENT
LEVEL
= 16869.22 / 30 =
562.30 E.C.S SAY 562
E.C.S
562 + 180 = 742 E.C.S
C
STILT PARKING AREA
= 4155.266 @ 30 SQ.M PER E.C.S = 4155.266 / 30 =
138.50 E.C.S SAY 138
E.C.S
D
OPEN PARKING AREA
= 8236.767 @ 20 SQ.M PER E.C.S = 8236.767 X 20 =
411.83 E.C.S SAY 412
E.C.S
TOTAL PARKING ( A + B + C + D ) 1854 ECS
IN ORDER TO ACHIEVE THE REQUIRED NO. OF CAR PARKS, MECHANICAL CAR PARKING HAS BEEN PROPOSED AT THE LOWER
BASEMENT LEVEL.
VEHICLE PARKING FACILITIES
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates
of the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map
showing project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 62
The power supply shall be supplied by State Electricity Board. The connected load will be 4090
KVA.
Details of D.G Sets: There is provision of 4 no. of DG sets of (2 x 1250+ 2 x 600 KVA) capacity for
power back up in the Group Housing Project. The DG sets will be equipped with acoustic enclosure
to minimize noise generation and adequate stack height for proper dispersion.
Solid waste would be generated both during the construction as well as during the operation phase.
The solid waste expected to be generated during the construction phase will comprise of excavated
materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be
followed for the management solid waste:
Construction yards are proposed for storage of construction materials.
The excavated material such as topsoil and stones will be stacked for reuse during later
stages of construction
Excavated top soil will be stored in temporary constructed soil bank and will be reused for
landscaping of the group housing project.
Remaining soil shall be utilized for refilling / road work / rising of site level at locations/
selling to outside agency for construction of roads etc.
During the operation phase, waste will comprise domestic as well as e-waste and agricultural
waste. The solid waste generated from the project shall be mainly domestic waste and estimated
quantity of the waste shall be approx. 2559.42 kg/day, containing 1613 Municipal solid waste.
POWER REQUIREMENT
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates of
the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map showing
project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
SOLID WASTE GENERATION
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates
of the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map
showing project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 63
Arrangements will be made at the site in accordance to Municipal Solid Wastes (Management
and Handling) Rules, 2000 and amended Rules, 2008.
Table 8: Calculation of Solid Waste Generation
Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health &
Environment Engineering Organization, Ministry of Urban Development, (Government of
India, May 2000))
Collection and Segregation of waste
S. No. Description of
Population
Occupancy Waste Generated
(Kg per capita /
day)
Waste
Generated
(kg/day)
Municipal Solid waste
1. Dwelling Units
Residents
5,189
(@ 4.5
persons/dwell
ing unit)
@ 0.45 2335.05
2. Club & Floating
Population
900 @ 0.15 135
3. Commercial +
Staff
350
@ 0.25 87.5
Total 2557.55
Area Waste Generated
4 Landscape Waste 37,869.512
sq.m /9.36
acres
@ 0.2 kg/acre/day 1.87
Total Waste Generation = 2559.42 kg/day
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 64
1. A door to door collection system will be provided for collection of domestic waste in
colored bins from household units.
2. The local vendors will be hired to provide separate colored bins for dry recyclables
and Bio-Degradable waste.
3. For commercial waste collection, adequate number of colored bins (Green and Blue
& dark grey bins– separate for Bio-degradable and Non Bio-degradable) are proposed
to be provided at the strategic locations of the commercial area.
4. Litter bin will also be provided in open areas like parks etc.
Treatment of waste
Bio-Degradable wastes
Bio-degradable waste will be subjected to composting by organic waste converter and the
compost will be used as manure.
STP sludge is proposed to be used for horticultural purposes as manure.
Horticultural Waste is proposed to be composted and will be used for gardening
purposes.
Recyclable wastes
Grass Recycling – The cropped grass will be spread on the green area. It will act as
manure after decomposition.
Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.
Disposal
Recyclable and non-recyclable wastes will be disposed through Govt. approved agency.
Hence, the Municipal Solid Waste Management will be conducted as per the guidelines
of Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules,
2008. A Solid waste management Scheme is depicted in the following figure for the
residential project.
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 65
Figure 4: Solid Waste Management Scheme (Construction Phase)
Organic Waste Converter
A waste converter is a machine used for the treatment and recycling of solid and liquid refuse
material. A converter is a self-contained system capable of performing the following functions:
pasteurization of organic waste; sterilization of pathogenic or biohazard waste; grinding and
pulverization of refuse into unrecognizable output; trash compaction; dehydration
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 66
Figure 5: Organic Waste Convertor
Benefits of organic waste converter:
1. Large quantity of solid waste is converted to fertilizer in a very short period
2. This fertilizer can be sold as compost to farmers, or used for gardening
3. Machine requires less space and the efficiency is high
4. Manpower and maintenance is very less
5. This is one of the latest techniques of managing solid waste.
GREEN AREA
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates of
the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map showing
project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 67
Total green area measures 35135.5 m2 i.e. 52.22% of the open area which will be area under tree
plantation along the roads. Evergreen tall and ornamental trees like Saraca asoca , Delonix regia
have been proposed to be planted inside the premises.
Table 10: Landscape area details
S.No Particulars Area in sq.m
1 Landscape area required
(@50% of open area)
33641.015
2 Landscape area proposed
(@52.22% of open area)
35135.500
3 Number of trees required (@ 1
tree/100 sq.m of open area)
673
4 Number of trees required
(MoEFCC norms) (@ 1
tree/80 sq.m of plot area)
1202
5 Number of trees proposed 1210
Green Belt development Plan
All the developments are associated with the pollution of one or more environmental component.
Plants are the natural sink of that pollution. Plants help in abatement of the pollution and restore
the degraded environment. Green belt lowers down the air pollution by providing a surface to
settle down or by absorbing the pollutants, attenuate noise level and uses the waste water. For
this project area of 35135.5 m2 is proposed to be put under green cover. Green cover will
comprise of:
A peripheral green belt
Avenue plantation
Lawns/parks & grass cretes
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 68
Planters
Vertical plantation
Plantation Plan
Healthy and established sapling having 1m height shall be selected for planting in greenbelt to
avoid mortality. Pit measurements of 1 m x 1 m x 1 m for big trees and 0.6 m x 0.6 m x 0.6 m for
small trees and shrubs are proposed to be dug up at desired point in triangular pattern. The pit
should be filled with earth, sand, silt and manure in pre-determined proportions. Saplings planted
in these pits will be watered liberally.
Trees in peripheral green belt will be grown at the distance of 5 m and plants along the road will
be grown at distance of 1-3 m as per requirement.
Three tier peripheral plantations will be developed composed of front and rear row of medium
and dwarf trees and middle row of tall trees so as to form a curtain of foliage around project site.
Avenue plantation will composed of trees and shrubs in ratio of 1:3, whereas lawns and parks
will contain trees, shrubs, herbs, grass and climbers.
Close plantation also result in tall trees with deeper roots and ultimately yield more bio-mass per
unit area and more efficient absorption of pollutants. Plantation of trees in staging arrangement
in multiple rows across the direction of the wind is recommended for better trapping and
absorption of the pollutants.
Selection of Plant Species for Green Belt Development
Selection of plant species for the development depends on various factors such as climate,
elevation and soil. The plants would exhibit the following desirable characteristics in order to be
selected for plantation
1. Species should be fast growing and providing optimum penetrability with minimal
maintenance. Perennial, evergreen & fast growing trees
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 69
2. Species should be wind-firm and deep rooted
3. Indigenous and locally available species will be planted
4. Trees with high foliage density, leaves with larger leaf area and hairy on both the
surfaces. Round, thick & spreading canopy is preferred for peripheral green belt and
oblong canopy for road side plantation
5. Ability to withstand conditions like inundation and drought
6. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)
7. Bird and insect attracting tree species
8. Tolerant to climatic conditions of the area and with less water requirement & after care
will preferable be planted. Species tolerance to air pollutants like SO2 and NO2 should be
preferred
9. Plantation trees with ornamental foliage & shrubs with fragrant flowers will enhance
scenic beauty of the area. Attractive appearance with good flowering and fruit bearing
10. Plantation should be such that it maintains ecological & hydrological balance of the
region.
List of building materials being used at site:
Coarse sand
Fine sand
Stone aggregate
Stone for masonry work
Cement
Reinforcement steel
Pipe scaffolding (cup lock system)
Bricks
DETAILS OF CONSTRUCTION MATERIALS
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates of
the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map showing
project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 70
CLC fly ash blocks
P.V.C. conduit
MDS, MCBs
PVC overhead water tanks
21/2'’thickredcolourpavertiles
PPR (ISI marked)
PVC wastewater lines
S.W. sewer line up to main sewer
PVC rain water down take
Stainless steel sink in kitchen
Joinery hardware- ISI marked
(i) Dumper
(ii) Concrete mixer with hopper
(iii) Excavator
(iv) Concrete Batching Plant
(v) Cranes
(vi) Road roller
(vii) Bulldozer
(viii) RMC Plant
(ix) Tower Cranes
(x) Hoist
(xi) Labor Lifts
LIST OF MACHINERIES
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates of
the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map showing
project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).
Sports City - Group Housing & Villas Project at SC-02-B,
Sector 27, Greater Noida, U.P. Conceptual Plan
M/s Aura Buildwell Pvt. Ltd. 71
(xii) Pile Boring Machines
(xiii) Concrete pressure pumps
(xiv) Mobile transit mixer
Table 9: List of Construction Materials
Type of Construction
U-Values in
W/m2 o
C
R Value W-1
m2 o
C
Walls:
Brick:
Plastered both side - 114 mm 3.24 0.31
Solid , Unclastered - 228 mm 2.67 0.37
Plastered both sides -228 mm 2.44 0.41
Concrete block cavity, 250 mm (100+ 50 + 100), outside rendered, inside plastered:
Aerated Concrete blocks 1.19 0.84
Hollow Concrete block 228 mm, single skin, outside rendered, inside plastered:
Aerated Concrete blocks 1.70 0.59
Roofs pitched:
Tiles or slates on Boarding and felt with plaster ceiling 1.70 0.59
Roofs Flat:
Reinforced Concrete slab, 100 mm, screed 63-12 mm, 3
layers bituminous felt 3.35 0.30
Floors:
Concrete on ground or hardcore fill 1.13 0.88
Grano Terrazzo or the tile finish 1.13 0.88
Wood block finish 0.85 1.18
Windows:
Exposure South, Sheltered:
Single glazing 3.97 0.25
Double glazing 6mm space 2.67 0.37
MATERIALS USED FOR CONSTRUCTION & THEIR U-VALUES
The Group Housing Project is located at Plot No. 03, GH-04 Sector-4, G.Noida, U.P The Co-ordinates of
the project site are 28°36'31.96"N and 77°26'17.88"E. Google earth image & Toposheet map showing
project site & surroundings within 500 m and 2 km are attached as Annexure 1(a & b).