CONCEPTUAL PLAN
“GOLDEN I” IT & IT Enabled Service
At
Plot no-11, Sector-Techzone-IV, Greater Noida, Gautam Budh Nagar, Uttar Pradesh
For
M/s Ocean Infraheights Pvt. Ltd. (formely U.Y.
Industries Pvt Ltd.)
Prepared By
GRASS ROOTS RESEARCH & CREATION INDIA (P) LTD. (An ISO 9001:2008 Certified Co.: Accredited by QCI / NABET: Approved by MoEF, GoI)
F-374-375, Sector-63, Noida, U.P. Ph.: 0120- 4044630, Telefax: 0120- 2406519
Email: [email protected], [email protected] Website: http://www.grc-india.com
GRC INDIA TRAINING & ANALYTICAL LABORATORY (Recognized by NABL & MoEF, GoI)
A unit of GRC India
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
104 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
CONCEPTUAL PLAN
INTRODUCTION
The project “GOLDEN I” IT& IT Enabled Service is to be developed by M/s Ocean
InfraheightsPvt.Ltd. (Formerly M/s U.Y. Industries Pvt. Ltd.). It is an organization of zealous
engineers and space planners, rich in experience and high on commitment. M/s Ocean
InfraheightsPvt.Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.) has an accomplished team of reality
experts, with an immense understanding of the real estate business, which ensures that our
product - design, always exceeds customer needs and expectations. It offers a blend of the best of
classical Indian living environment, with modern amenities and all the trappings of a modern
lifestyle. The Project is planned to be build up at Plot no-11, Sector-Techzone-IV, Greater Noida,
GautamBudh Nagar, Uttar Pradesh on a land measuring24.719 acres.
SITE LOCATION AND SURROUNDINGS
The “GOLDEN I” IT& IT Enabled Service Project is located at Plot no. Plot no-11, Sector-
Techzone-IV, Greater Noida, GautamBudh Nagar, Uttar Pradesh. The Co-ordinates of the
project site are 28o35’23.6” N &77o26’01.3” E. Google Earth Image and Toposheetmap showing
site and surrounding within 500m and 10 & 15 km respectively are attached as Annexure I.
CONNECTIVITY
The project site is well connected through Greater Noida link road which is 1.73 km from project
site towards NNW. The nearest highway is NH-24 which is approx.5.32 km towards NE from
project site. The nearest railway station is Ghaziabad railway station, about 6.49 km (N) away
from the project site. The nearest airport is Indira Gandhi International Airport which is 20.42
km (WSW) from the project site.
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
105 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
AREA STATEMENT
The total area of project is estimated 1,00,035.700 m2 (or approx. 24.719 acre). The detailed Area
Statement is provided below in Table 1.
Table 1: Area Statement
S. No. Particulars Area (in m2)
1. Plot Area 1,00,035.700
2. Permissible ground coverage (@ 30% of plot area) 30,010.710
3. Proposed ground coverage(@ 22.55 % of plot area) 22,558.335
4. Total Permissible FAR (@1.875of Plot Area) 1,87,566.938
5. Proposed FAR(@1.874761of Plot Area) 1,87,543.117
6. Permissible Service area (15% of PermissibleFAR) 28,135.041
7. Proposed Service area (14.84% of PermissibleFAR) 27,842.446
8. Basement Area
Basement 1
Basement 2
76,635.02
49,383.333
27,251.687
9. Stilt Area 16,470.256
10. Non FAR (Fire Staircase, Guard Room and Meter
Room
884.853
11. Built up Area 3,09,375.692
12. Open Area 77,477.365
13. Required Green Area (@50% of open area) 38,738.683
14. Proposed Green Area (@51.15% of open area) 39,630.352
15. Maximum Height of the building (Residential Tower
H3)
83.3 m
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
106 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
Table 2: Built-up Area Details
SI. No. Particulars Area (in m2)
1. Proposed FAR(@1.874761 of Plot Area) 1,87,543.117
2. Proposed Service area (14.84% of
Permissible FAR)
27,842.446
3. Basement Area
Basement 1
Basement 2
76,635.02
49,383.333
27,251.687
4. Stilt Area 16,470.256
5. Non FAR (Fire Staircase, Guard Room and
Meter Room
884.853
Built up Area 3,09,375.692
POPULATION DENSITY
The total population of the project will be 28,620 persons. The detailed population breakup is
given below in the following Table 3.
Table 3: Population Break up
S.
No.
Unit Type DU/Area(sq.m) PPU Total
Population
1. Residential Population 1,180
(A) General 228 @4.5 1,026
(B) Visitors @10% of General Population 103
(C) Staff @5% of General Population 51
2. IT Towers
Staff (80% of IT Tower)
30% staff (3 shifts)
70% of staff (1 shift)
Visitors (20% of IT
1,40,702.083 @10 sq. m
14,070
11,256
10,130
7,879
2,814
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
107 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
PROJECT COST
The total estimated cost of the project is Rs400Crores which includes the cost of the land as well
as the developmental cost.
WATER REQUIREMENT
The total water requirement is approx. 1,327KLD out of which total domestic water requirement
is 1,143 KLD. The fresh water requirement is approx. 399KLD. The daily water requirement
calculation is given below in Table 4:
Table 4: Calculations for Daily Water Demand
S.
No.
Description Area
(in m2)
/No. of
Dwelling
units
Total
Occupancy
Rate of
water
demand
(lpcd)
Total Water
Requirement
(KLD)
Domestic Water
A. Residential
Population
Residential 228 1,026 @ 135 lpcd 138.5
Visitor 103 @ 15 lpcd 1.54
Tower)
3. Commercial blocks
Staff (20%)
Visitors (80%)
18,742.428
@3 sq. m
6,247
1,249
4,998
4. Maintenance Staff
(Facility)
9,358.482 370
Grand Total (1+2+3+4) 28,620
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
108 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
Staff 51 @ 45lpcd 2.29
B. IT Towers
Staff
Visitors
18,009
2,814
@ 45lpcd
@15 lpcd
810.41
42.21
C. Commercial blocks
Staff
Visitors
1,249
4,998
@ 45lpcd
@15 lpcd
56.21
74.97
D. Maintenance Staff
(Facility)
370
@ 45lpcd
16.65
Total 1,142.78
Domestic Water Demand (A+B+C+D) = 1,142.78or 1,143 KLD
E Horticulture and
Landscape
development
39,630.352
m2
3 l/sqm 119
F Filter Backwash 40
G Water Body 25
Grand Total (A+B+C+D+E+F+G) = 1,327 KLD
Table 5: Waste Water Calculations
COMMERCIAL AREA
Domestic Water Requirement 1,001 KLD
Fresh (30% of domestic water) 300 KLD
Flushing (70 % of domestic water) 701 KLD
Waste water Generated
(@ 80% of Fresh + 100% flushing)
240 + 701 = 941 KLD
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
109 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
RESIDENTIAL AREA
Domestic Water Requirement 142 KLD
Fresh (70% of domestic water) 99KLD
Flushing (30% of domestic water) 43 KLD
Wastewater Generated
(80% fresh + 100% flushing)
79.2 + 43 = 122.2 KLD say 122 KLD
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
110 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
Figure 1: Water Balance Diagram (Non-Rainy Season)
Recycled
FRESH WATER (300 +99=399 KLD) WASTEWATER
GENERATED
(1,063 KLD) STP CAPACITY 1,275 KLD
HORTICULTURE (119 KLD)
@ 80%
@ 90 % 957 KLD
@ 100%
Wastewater
119 KLD
FLUSHING (701 +43 = 744 KLD)
(70% of Domestic water)
744KLD
Fresh
FILTER BACKWASH(40KLD)
WATER BODY(25KLD)
40 KLD
25 KLD
DISCHARGE TO EXTERNAL SEWER
(29 KLD) 29 KLD
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
111 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
Figure 2: Water Balance Diagram (Rainy Season)
Wastewater Generation & Treatment
It is expected that the project will generate approx. 1,063 KLD of wastewater. The wastewater
will be treated in the STP of 1,275 KLD capacity provided within the complex generating 957
KLD of recoverable water from STPwhich will be recycled within the project but 148 KLD and
29 KLD in rainy and non rainy season, respectively will become surplus which will be
discharged to external sewer line.
Recycled
FRESH WATER (300 + 99 = 399 KLD) WASTEWATER
GENERATED
(1,063 KLD) STP CAPACITY 1,275 KLD
@ 80%
@ 90 % 957 KLD
@ 100%
Wastewater
FLUSHING (701 + 43 = 744 KLD)
(70% of Domestic water)
744 KLD
Fresh
FILTER BACKWASH(40KLD)
WATER BODY(25KLD)
40 KLD
25 KLD
DISCHARGE TO EXTERNAL SEWER
(148 KLD) 148 KLD
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
112 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
SEWAGE TREATMENT TECHNOLOGY
SBR TECHNOLOGY
Sewage generated from the project will be treated in sewage treatment plant of capacity as given
below. Treatment will be done to achieve treated effluent within permissible limit as per CPCB
directives to reuse for various non-domestic applications. Sequential batch reactor (SBR) is
considered for sewage treatmentdue to minimal maintenance cost and better quality of treated
water.
S.No. Parameter Unit Inlet Post
Equalization
Post
SBR
Post
Filtration1 pH 6.5-8.5 6.5-8.5 6.5-8.5 6.5-8.5 2 BOD mg/l 250-300 175-225 <20 <10 3 COD mg/l 600-800 400-500 <50 <20 4 TSS mg/l 300-400 <200 <20 <10 5 Oil and Grease mg/l Up to100 <10 <5 <2
Treatment Technology
In order to ensure quality of treated effluent for various uses, Sewage Treatment Plant has
been designed to ensure that the treated sewage (water) is well below the permissible limits,
even under the varying flow conditions which are typical for such developments. The main
components of the process adopted for the STP include the following:
� Incoming sewage before collecting in the equalization tank, trash and oil will be removed
through screen chamber and oil & grease trap. Coarse Bubble Diffusers will be provided in
Equalization tank to avoid anaerobic condition.
� The sewage from the equalization tank will be lifted by pumps to the Sequential
Batch Reactor (SBR). These pumps will have enough capacity to pump the entire batch in one
hour, as per the time cycle.
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
113 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
� Aeration in SBR tank will be done by fine bubble diffusers with the help of air blower. After
filling the SBR tank with sewage, blower will start and once biodegradation has taken place,
blower will be shut off for some time to allow settling ofthe sludge. After settling, the decanting
process will start. Decanter is well designed to decant one batch in 0.5 Hrs. Moving type
decanter will be designed to obtain the desired efficiency. Decanter will be provided with scum
guard.
� Aeration system and decanting system will be automated for smooth operation. Level sensor
is mounted in SBR tank to prevent overloading and under loading.
� Decanted water will be stored in intermediate storage tank. Decanted water will be first fed
in Multi-grade sand filter for removing any suspended particles, followed by UV
Sterilization and Activated carbon filter for color and odor removal. Filtered water will be good
enough for irrigation and flushing of toilets and urinals. This water will be further treated
through a softener to reduce hardness to use in DG cooling tower if required. There are chances
of redeveloping microbial organism in treated water due to absence of residual disinfectant.
Therefore, minimal chlorination will be done.
� Total sludge generated from SBR will be stored in a sludge holding tank for further
digestion. Diffused air will be supplied through aerators to increase the consistency in sludge
holding tank. Digested and thickened sludge will be pumped to a centrifuge to de-water.
Polyelectrolyte will be added if necessary.
Filtrate from centrifuge will be pumped back to the equalization tank and dewatered sludge will
be used as manure after drying.
RAIN WATER HARVESTING
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
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
114 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
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 building is connected to
adjacent drain by a pipe through catch basins. Therefore, it has been calculated to provide 3
Rainwater harvesting pits at selected locations, 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 is 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) Peak Hourly rainfall of 50 mm/hrwill be considered for designing the storm water
drainage system.
Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak
hourly rainfall has been considered as 50 mm/hr. The recharge pit of radius 2.5m & height 5m is
constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed
having adequate diameter with PVC slotted pipe up to a layer where sandy aquifers/ deeper
aquifer permeable layers exist. The bottom of the recharge structure will be kept 5 m above this
level. At the bottom of the recharge well, a filter media is 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 has been 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 would 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
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
115 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is
flushed off.
No sewage or wastewater would be admitted into the system.
No wastewater from areas likely to have oil, grease, or other pollutants has been
connected to the system.
Calculations for storm water load
Roof-top area = Ground Coverage = 22,558.335 m2
Green Area = 39,630.352 m2
Paved Area = Plot Area – (Roof-top Area + Green Area)
= 1,00,035.700– (22,558.335 + 39,630.352)
= 37,847.013m2
Runoff Load
Roof-top Area = 22,558.335 × 0.050 × 0.8
= 902.33 m3 /hr
Green Area = 39,630.352 × 0.050 × 0.2
= 396.30 m3/hr
Paved Area = 5,321 × 0.050 × 0.75
= 1,419.26 m3/hr
Total Runoff Load = 902.33+ 396.30+ 1,419.26 m3/hr
= 2,717.89m3/hr
Taking 15minutes retention time, volume of storm water = 2,717.89 /4
= 679.47m3
Capacity of Recharge pit = π r2h = 3.14 × 2.× 2.5 × 5 = 98.125 m3
Hence No. of pits required = 679.47/98.125 = 6.92 pits say 7 pits
Total of 7Rain Water Harvesting pits are proposed for artificial ground water recharge.
“GOLDE At Plot NGreater N
M/s.Ocean
VEHICL
Adequate
adequate
movemen
PARKIN
As per M
For Com
=
=
For IT/IT
= 1
= 2
For Resid
EN I”IT & No-11, SectoNoida, Uttar
nInfraheights
LE PARKIN
e provision
e parking pr
nt at the site
NG REQUIR
MoEF&CC
mmercial
= 18,742
= 374.84
TES =
,40,702.083/
,814.04 ECS
dential
IT Enabled or-Techzoner Pradesh
Pvt. Ltd.(For
Figure 3: T
NG FACILI
will be mad
rovisions fo
.
RED:
norms
=
2.428/50
4 ECS say 3
1 ECS/50
/50
S say 2,814
=
d Services e-IV
rmerly M/s U.Y
Typical Rain
ITIES
de for car/ve
or visitors s
1 ECS/
375 ECS
m2 of propo
ECS
1 ECS/
Y. Industries
n Water Ha
ehicle parkin
so as not to
/50 m2 of pro
osed FAR
/100 m2 of pr
Pvt. Ltd.)
rvesting Pit
ng at the pro
o disturb th
oposed FAR
roposed FAR
CONCEP
t Design
oject site. Th
he traffic an
R
R
PTUAL PLA
here will als
nd allow sm
AN
116
so be
mooth
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
117 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
= 18,740.124/100
= 87.40 ECS say 188 ECS
For Facility = 1 ECS/100 m2 of proposed FAR
= 9,358.432/100
= 93.58 ECS say 94 ECS
Total Parking Required as per MoEFCC = 375 + 2,814 + 188 + 94
= 3471 ECS
As per Greater Noida Bye-Laws
For Commercial = 1 ECS/50 m2 of permissible FAR
= 18,756.694/50
= 374.84 ECS say 375 ECS
For IT/ITES = 1 ECS/50 m2 of permissible FAR
= 1,40,675.203/50
= 2,813.5 ECS say 2,814 ECS
For Residential = 1 ECS/100 m2 of permissible FAR
= 18,756.694/100
= 187.5 ECS say 188 ECS
For Facility = 1 ECS/100 m2 of permissible FAR
= 9,378.347/100
= 93.78 ECS say 94 ECS
Total Parking Required as per Greater Noida Bye Laws = 375 + 2,814 + 188 + 94
= 3,471 ECS
Parking Proposed
Area proposed for I basement parking = 47,073.532 m2
Area required for 1 ECS of basement parking = 30 m2
Parking proposed for I basement parking = 1,569 ECS
Area proposed for II basement parking = 23,440.487 m2
Area required for 1 ECS of basement parking = 30 m2
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
118 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
Parking proposed for II basement parking = 781 ECS
Area proposed for surfaceparking = 11,022.160 m2
Area required for 1 ECS of surface parking = 20 m2
Parking proposed for surface parking = 551 ECS
Area proposed for podiumparking = 16,431.756 m2
Area required for 1 ECS of podium parking = 30 m2
Parking proposed for podium parking = 547 ECS
Area proposed for Stiltparking = 884.853 m2
Area required for 1 ECS of stilt parking = 30 m2
Parking proposed for Stilt parking = 24 ECS
Total Parking proposed = 1,569 + 781 + 551 + 547 + 24
= 3,472 ECS
POWER REQUIREMENT
The power supply will be supplied by NPCL.Total Connected Load is around 12,496.00 KW and
the Expected Maximum Demand is 9,426KVA at 0.9 power factor, considering 10% provision
for future provision and 85% all day efficieny of the transformer the demand load is 12,000
KVA.
Details of D.G Sets
There is provision of 14 no. of DG sets of total capacity 12,000 KVA (i.e. 8 x 1,000 KVA + 2 x
500 KVA + 4 x 750 KVA) for power back up in the Golden I Project. The DG sets will be
equipped with acoustic enclosure to minimize noise generation and adequate stack height for
proper dispersion.
SOLID WASTE GENERATION
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
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
119 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
Solid Waste
Construction Waste
Construction waste,
Broken Bricks, Waste Plaster
Empty Cement
Bags
Used in re-filling, raising site level
Used in road making
Excavated Soil
Top soil conserved for landscaping,
balance used in re-filling
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 “GOLDEN I” IT & IT Enabled Service project.
Remaining soil will be utilized for refilling / road work / rising of site level at locations/
selling to outside agency for construction of roads etc.
Figure 4: Solid Waste Management Scheme (Construction Phase)
During the operation phase, waste will comprise domestic in nature. The solid waste generated
from the project will be mainly domestic waste and estimated quantity of the waste will be
approx. 6,730 kg per day (@ 0.5 kg per capita per day for residents, @ 0.15 kg per capita per day
for the visitor, 0.25 kg per capita per day for the staff members and landscape wastes @ 0.2
kg/acre/day). Following arrangements will be made at the site in accordance to Municipal Solid
Wastes (Management and Handling) Rules, 2000.
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
120 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
Table 6: Calculation of Solid Waste Generation
S. No. Category Occupancy Per Capita
Generation
(kg/day)
Waste
Generated
(kg/day)
A. Residential, IT &Commercial Building
Residents 1,026 0.5 513
Staff 19,679 0.25 4,919.75
Visitor 7,915 0.15 1,187.25
B. Landscape Waste 9.79acre 0.2kg/acre/day 1.958
C. STP Sludge 107.89
TOTAL SOLID WASTE GENERATED (A+B+C)
6729.848 say
6,730 kg/day
(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 2001)
Collection and Segregation of waste
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 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 project area.
4. Litter bin will also be provided in open areas like parks etc.
“GOLDE At Plot NGreater N
M/s.Ocean
Trea
Bio-D
1. Bio-d
used as m
2. STP s
3. Horti
Recy
i. Grass
after deco
ii. Recy
Dispo
Recyclab
the Muni
Solid Wa
depicted
EN I”IT & No-11, SectoNoida, Uttar
nInfraheights
atment of wa
Degradable w
degradable w
manure.
sludge is pro
icultural Wa
yclable waste
s Recycling
omposition.
yclable waste
osal
ble and non-
icipal Solid
astes (Mana
in the follow
Figur
IT Enabled or-Techzoner Pradesh
Pvt. Ltd.(For
aste
wastes
waste will be
oposed to be
ste is propos
es
– The cropp
es like paper
-recyclable w
Waste Man
agement and
wing figure f
re 5: Solid W
d Services e-IV
rmerly M/s U.Y
e subjected
e used for ho
sed to be com
ped grass wi
r, plastic, me
wastes will b
nagement wi
Handling) R
for the “GOL
Waste Mana
Y. Industries
to organic w
orticultural pu
mposted and
ill be spread
etals etc. will
be disposed
ill be condu
Rules, 2000
LDEN I” IT
agement Sch
Pvt. Ltd.)
waste conver
urposes as m
d will be use
d on the gree
l be sold off
through Go
ucted as per
0. A Solid w
& IT Enable
heme (Oper
CONCEP
rtor and the
manure.
d for garden
en area. It w
f to recyclabl
ovt. approved
the guidelin
waste manage
ed Servicepr
ration Phase
PTUAL PLA
compost w
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2. Fertilizers 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
Total green area measures 39,630.352 m2(@51.15% of the open area) which will be area under
tree plantation within the plots and along the roads. Evergreen tall and ornamental trees like
Neem and Gulmoharand ornamental trees like Bottle Palm and Bamboo have been proposed to
be planted inside the premises. Parks will also be developed by the project proponent.
Table 7: Plant List
Evergreen Trees Ornamental Trees
Botanical Name Common Name Botanical Name
Delonixregia Gulmohar Areca palm
Azadirachtaindica Neem Prunusarmeniaca
Callistemon lanceolatus Bottle Brush Bougainvillea torch glow
Cassia fistula Amaltas Cleredendroninerme
Gravelliarobusta Silver Oak Cycascircinalis
Ficusbengalensis Bargad Euphorbia carcasana
DETAILS OF CONSTRUCTION MATERIALS
List of building materials being used at site:
1. Coarse sand
2. Fine sand
3. Stone aggregate
4. Stone for masonry work
“GOLDEN I”IT & IT Enabled Services At Plot No-11, Sector-Techzone-IV CONCEPTUAL PLAN Greater Noida, Uttar Pradesh
124 M/s.OceanInfraheights Pvt. Ltd.(Formerly M/s U.Y. Industries Pvt. Ltd.)
5. Cement
6. Reinforcement steel
7. Pipe scaffolding (cup lock system)
8. Bricks
9. CLC fly ash blocks
10. Crazy (white marble) in grey cement
11. P.V.C. conduit
12. MDS, MCBs
13. PVC overhead water tanks
14. 2 1/2'’ thick red colour paver tiles
15. PPR (ISI marked)
16. PVC waste water lines
17. S.W. sewer line up to main sewer
18. PVC rain water down take
19. Stainless steel sink in kitchen
20. Joinery hardware- ISI marked
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