revision of group housing project · m/s chadha infratech ltd. 95 sewer system the alignment and...
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At
For Client- M/s Chadha Infratech Ltd.
MAY, 2019
Schedule: 8(b), Category: B
Plot Area- 62.59 Ha
QCI Certificate no. NABET/EIA/1619/RA 0064
PREPARED BY
GRASS ROOTS RESEARCH & CREATION INDIA (P) LTD. (Accredited by QCI/NABET, Approved by MoEFCC, GoI, ISO 9001:2008 Certified Co.)
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
(Accredited by NABL, Recognized by MoEFCC, GoI),
A unit of GRC India
CONTENTS
S. NO. DESCRIPTION PAGE
NO.
1. Introduction 85
2. Site Location & Site Surroundings 85
3. Connectivity 85
4. Area Statement 86
5. Population 87
6. Water Requirement 87
7. Rain Water Harvesting 95
8. Parking Facilities 98
9. Power Requirement 98
10. Solid Waste Generation 98
11. Green Area 103
12. Details of Construction Materials 103
13. List of Machinery during construction 105
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 85
INTRODUCTION
The Integrated Township Project will be developed by M/s. Chadha Infratech Ltd. located at
NH-24, Bypass More, Moradabad, (U.P). The present project of the company aims to provide
world class infrastructure to the surrounding. The Unique philosophy of integrating space with
the outdoor and creating natural environment that is in perfect harmony with its surroundings
defines the township project, beautifully designed and surrounded by greenery.
SITE LOCATION AND SURROUNDINGS
The Integrated Township Project is located at NH-24, Bypass More, Moradabad, (U.P). The
Co-ordinates of the project site are 28°49'13.58"N & 78°42'7.19"E. Google Earth image &
SoI Toposheet showing project site & surroundings within 500 m and 10 & 15 km are attached
as Annexure I (a & b).
CONNECTIVITY
The project site is adjacent to NH-24 (0 km, North). The nearest State highway is SH-78 which
is approx. 1.71 km away from project site towards East direction. The nearest railway station is
Moradabad Railway Station which is approx. 8.00 km away from the project site in North
direction. The nearest airport is Hindon Airport Ghaziabad which is 133.25 km, (W) from the
project site.
AREA STATEMENT
The total area of project is estimated 6,25,909.02 m2
(62.59 Ha or 154.66 acres). The detailed
Area Statement is provided below in Table 1.
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 86
Table 1(a): Area Statement
S.No. PARTICULARS AREA
(Sq.m.)
Percentage
(%)
1. Plot Area 6,25,909.02
2. Green and Open space 87,184.92 15.01
3. Net Plot Area 5,81,043.60 100
4. Plotted Development Permissible FAR( @2% of net
plot area) 11,62,087.2
5. Group Housing Permissible FAR (@2.5 of net plot
area) 14,52,609
6. Commercial/Office Permissible FAR (@2.5 of net
plot area) 14,52,609
7. Mix Landuse-GH Permissble FAR (@3 of net plot
area) 17,43,130.8
8. Public & Semi Public Permissible FAR (@2 of net
plot area) 11,51,087.2
9. EWS/ LIG housing Permissible FAR (@2 of net plot
area) 11,62,087.2
*FAR = Floor Area Ratio
Table 1(b): Proposed Land Use for the Integrated Township
S.No. Description AREA (Sq.m.) AREA
(Acres)
Percentage
(%)
1. Plotted 2,05,897.25 50.88
2. Group Housing 32,375.93 8.00
3. EWS/LIG area 10,938.55 2.70
4. Sub Total (Residential) 2,49,211.72 61.58 42.89
5. Mix Landuse 17,678.16
4.37 3.04
6. Public/Semi Public 58,152.69 14.37 10.01
7. Commercial/Office 31,132.28 7.69 5.36
8. Green/Open Space 87,184.92 21.54 15.01
9. Road 1,37,683.84 34.02 23.70
TOTAL 5,81,043.60 143.57 100.0
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 87
POPULATION DENSITY
The total population for the project is 45,949 persons.
The detailed population breakup is given below in the following Table 3.
Table 3: Population Break up
S. No.
Unit Type
Measure/ Unit
Total Population
A. Residential Per Person 28,482
B. Commercial 10 Sqm. Per person 4,175
C. Public/Semi
Public
8 Sqm. Per Person 7,263
D. Floating
Population
(Including
Staff &
Visitors)
15% of Residential
Population
6,029
Total (A+B+C+D+E) 45,949
WATER REQUIREMENT
The total water requirement is approx. 6 MLD, out of which total domestic water requirement
is 5 MLD. The fresh water requirement is approx. 3.5 MLD (which is 70% of the domestic
water demand). The daily water requirement calculation is given below in Table 4:
Table 4: Calculations for Daily Water Demand
S. No. Description Measure/
Unit
Total
Occupancy
Rate of water
demand (lpcd)
Total Water
Requirement
in (MLD)
A. Domestic Water
I) Residential Per Person 28,482 135 3.85
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 88
II) Commercial
10 Sqm. Per
person
4,175
45 0.19
III) Public/Semi Public
8 Sqm. Per
Person
7,263
45 0.33
IV) Floating Population
15% of
Residential
Population
6,029
15 0.09
Total Domestic water (A=I+II+III+IV) 4.46 say 5
MLD
B. Horticulture and
Landscape development 87,205.21 m
2 10 lt./sqm/day 0.87 MLD
Grand Total (A+B) = 5.87 MLD ~ 6 MLD
Table 5: Waste Water Calculations
Domestic Water Requirement 5 MLD
Fresh water (@ 70% of domestic water requirement) 3.5 MLD
Flushing (@ 30% of domestic water requirement) 1.5 MLD
Waste Water Generated
(@ 80% fresh + 100% flushing)
2.8 + 1.5 = 4.3 MLD Say
4.3 MLD
STP Capacity @20% extra on Flushing water requirement 5.0 ML
The water balance diagram is shown below in Figure 1 & 2 respectively:
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 89
Figure 1: Water Balance Diagram during Non-Rainy Season
Recycled Water
FRESH WATER
(3.5 MLD)
(70% of Domestic water)
WASTEWATER =
4.3 MLD
(STP CAPACITY 5.0 ML)
HORTICULTURE
(1 MLD)
@ 80%
@ 80 % of
STP treated
water
3.44 MLD
@ 100%
Sullage waterwaterwaterw
aterwaterwaterwat
er
1 MLD
FLUSHING
(1.5 MLD)
(30% of Domestic water)
1.5 MLD
Surplus treated water to sewer
(0.94 MLD) 0.94 MLD
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 90
Figure 2: Water Balance Diagram during Rainy Season
Wastewater Generation & Treatment
It is expected that the project will generate approx. 4.3 MLD of wastewater. 4.3 MLD of
wastewater will be treated in the STP provided within the complex generating 3.44 MLD of
recoverable water from STP which will be recycled within the project but 0.944 & 1.94 MLD
of treated water will become surplus in non-rainy and rainy season respectively and will be
discharged to external sewers.
Recycled Water
FRESH WATER
(3.5 MLD)
(70% of Domestic water)
WASTEWATER =
4.3 MLD
(STP CAPACITY 5.0 ML)
@ 80%
@ 80 % of
STP treated
water
3.44 MLD
@ 100%
Sullage waterwaterwaterw
aterwaterwaterwat
er
FLUSHING
(1.5 MLD)
(30% of Domestic water)
1.5 MLD
Surplus treated water to sewer
(1.94 MLD) 1.94 MLD
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 91
SEWAGE TREATMENT TECHNOLOGY
SBR TECHNOLOGY
An external sewage network shall collect the sewage from all units, and flow by gravity to the
sewage treatment plant.
Following are the benefits of providing the Sewage Treatment Plant in the present
circumstances:
Reduced net daily water requirements, source for Horticultural purposes by utilization
of the treated Sullage.
Reduced dependence on the public utilities for water supply and sewerage systems.
Sludge generated from the Sewage Treatment Plant shall be rich in organic content and
an excellent fertilizer for horticultural purposes.
a. Sullage Details
(a) Daily load : 4.3 MLD
(b) Duration of flow to STP : 24 hours
(c) Temperature : Maximum 32oC
(d) pH : 6.5 to 8.5
(e) Colour : Mild
(f) T.S.S. (mg/l) : 25-250 mg/l
(g) BOD5 (mg/l) : 50-450 mg/l
(h) COD (mg/l) : 600-1200 mg/l
(i) Oil & Grease : 10-50 mg/l
b. Final discharge characteristics
(a) pH : 6.5 to 7.5
(b) B.O.D. : <10 mg/l
(c) C.O.D. : <100 mg/l
(d) Total Suspended Solids : <10 mg/l
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 92
c. Treatment Technology
SBRs are a variation of the activated sludge process. They differ from activated sludge plants
because they combine all of the treatment steps and processes into a single basin, or tank,
whereas conventional facilities rely on multiple basins. An SBR is no more than an activated
sludge plant that operates in time rather than space.
Advantages of SBR System
1. Land requirement is 20 % lower than FAB.
2. The power efficiency is about 40 %.
3. Treatment efficiency is very high.
4. No secondary clarifier is used; this reduces the cost of civil works and manpower
requirement for its operation is low, this reduces operation cost.
5. No bulking and foaming problem arises in SBR systems.
6. The system is fully aerated and hence foul odors are not generated.
Basic Treatment Process
The operation of an SBR is based on a fill-and-draw principle, which consists of five steps –
fill, react, settle, decant and idle. These steps can be altered for different operational
applications.
FILL
During the fill phase, the basin receives influent Sullage. The influent brings food to the
microbes in the activated sludge, creating an environment for biochemical reactions to take
place. Mixing and aeration can be varied during the fill phase to create the following three
different scenarios:
Static Fill - Under a static-fill scenario, there is no mixing or aeration while the influent
Sullage is entering the tank. Static fill is used during the initial start-up phase of a facility, at
plants that do not need to nitrify or denitrify and during low-flow periods to save power.
Because the mixers and aerators remain off, this scenario has an energy-saving component.
Mixed Fill – Under a mixed-fill scenario, mechanical mixers are active, but the aerators remain
off. The mixing action produces a uniform blend of influent Sullage and biomass. Because
there is no aeration, an anoxic condition is present, which promotes denitification. Anaerobic
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 93
conditions can also be achieved during mixed-fill phase. Under anaerobic conditions the
biomass undergoes a release of phosphorous. This release is reabsorbed by the biomass once
aerobic conditions are reestablished. This phosphorous release will not happen with anoxic
conditions.
Aerated Fill – Under and aerated-fill scenario, both the aerators and the mechanical-mixing
units are activated. The contents of the basin are aerated to convert the anoxic or anaerobic
zone over to an aerobic zone. No adjustments to the aerated-fill cycle are needed to reduce
organics and achieve nitrification. However, to achieve denitrification, it is necessary to switch
the oxygen off during this phase with the blowers, oxic and anoxic conditions are created,
allowing for nitrification and denitrification. Dissolve oxygen (DO) should be monitored
during this phase so it does not go over 0.2 mg/l. This ensures that an anoxic condition will
occur during the idle phase.
REACT
This phase allows for further reduction or “polishing” of Sullage parameters. During this
phase, no Sullage enters the basin and the mechanical mixing and aeration units are on.
Because there are no additional volume and organic loadings, the rate of organic removal
increases dramatically.
Most of the carbonaceous BOD removal occurs in the react phase. Further nitrification occurs
by allowing the mixing and aeration to continue the majority of denitrification takes place in
the mixed-fill phase. The phosphorus released during mixed fill, plus some additional
phosphorus is taken up during the react phase.
SETTLE
During this phase, activated sludge is allowed to settle under quiescent conditions – no flow
enters the basin and no aeration and mixing takes place. The activated sludge tends to settle as
a flocculent mass, forming a distinctive interface with the clear supernatant. The sludge mass is
called sludge blanket. This phase is critical part of the cycle, because if the solids do not settle
rapidly, some sludge can be drawn off during the subsequent decant phase and thereby degrade
effluent quality.
DECANT
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 94
During this phase, a decanter is used to remove the clear supernatant effluent. Once the settle
phase is complete, a signal is sent to the decanter to initiate the opening of an effluent-
discharge valve. There are floating and fixed arm decanters. Floating decanters maintain the
inlet orifice slightly below the water surface to minimize the removal of solids in the effluent
removed during the decant phase. Floating decanters offer the operator flexibility to vary fill
and draw volumes. Fixed-arm decanters are less expansive and can be designed to allow the
operator to lower or raise the level of the decanter. It is optimal that the decanted volume is the
same as the volume is the same as the volume that enters the basin during the fill phase. Ti is
also important that no surface foam or scum is decanted. The vertical distance from the
decanter to the bottom of the tank should be maximized to avoid disturbing the settled biomass.
IDLE
This step occurs between decant and fill phases. The time varies, based on the influent flow
rate and the operating strategy. During this phase, a small amount of activated sludge at the
bottom of the SBR basin is pumped out - a process called wasting.
Figure 3: Schematic Diagram of SBR STP
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 95
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
would 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.
RAIN WATER HARVESTING
The storm water disposal system for the premises shall 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 shall be located near the
carriage way along either side of the roads. Taking the advantage of road camber, the rainfall
run off from roads shall flow towards the drains. Storm water shall be connected to adjacent
drain by a pipe through catch basins. The water table becomes more than 25 m in future;
rainwater harvesting can be carried out. Therefore, it has been calculated to provide 4 rainwater
harvesting pits and 8 rain water harvesting tank at selected locations, which will catch the
maximum run-off from the area.
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.
Storm water system consists of pipe drain, catch basins and seepage pits at regular intervals
for rain water harvesting and ground water recharging.
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.
Peak Hourly Rainfall of 20 mm/hr. shall be considered for designing the storm water
drainage system.
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 96
Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak
hourly rainfall has been considered as 20 mm/hr. The effective Dia. and depth, of a Recharge
pit is 2.5 m, and 5.0 m respectively and effective length, breadth and depth of a desilting
chamber 2.0 m, 1.0 m and 1.5 m respectively is constructed for recharging the water. The
bottom of the recharge structure will be kept 5 m above ground water 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
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 = 1,51,587.45 m2+ 1962.34 m
2 = 1,53,549.79 m
2
Green Area = 87,184.92 m2
Paved Area = Total Plot Area – (Roof-top Area + Green Area)
= 6,25,909.02– (1,53,549.79 + 87,184.92)
= 3,85,174.31 m2
Runoff Load
Roof-top Area = 1,53,549.79 × 0.020 × 0.8
= 2457.18 m3/hr
Green Area = 87,184.92× 0.020 × 0.1
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 97
= 174.36 m3/hr
Paved Area = 3,85,174.31 × 0.020 × 0.7
= 5,392.44 m3/hr
Total Runoff Load = 2457.18 + 174.36+ 5,392.44 m3/hr
= 8,023.98 m3/hr
Taking 15 minutes Retention Time, Total volume of storm water = 7,821.78 /4 = 2,005.995 m3
The effective Dia. and depth of a Recharge pit is 2.5 m and 2.5 m respectively. Volume of a
single Recharge pit (a) = πr2h = 3.14 x 5.0 x 5.0 x 5.0
= 392.5 m3
Volume of single desilting chamber (b) = L X B X H = 2.0 x 1.0 x 1.5
= 3 m3
Total Combine Capacity (a) + (b) =392.5 + 3.0 = 395.5 m3
Hence No. of pits required = 2,005.995 /395.5 = 5.07 pits say 5pits
No of Pits proposed = 6 pits
Figure 4: Typical Rain Water Harvesting Pit Design
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 98
VEHICLE PARKING FACILITIES
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.
POWER REQUIREMENT
The power supply shall be supplied by Uttar Padesh Power Corporation Limited (UPPCL).
The connected load for the Integrated Township Project will be approx. 2x10 MVA which
shall be supplied by various transformers of 1000 kVA ,630 kVA, 400 kVA, 11/0.433 kV
capacities which will be installed as per the load requirement.
Details of D.G Sets
There is provision of 3 DG sets of 400 kVA (2x125 kVA+ 1x150 kVA) capacity for power back
up. 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
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.
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 99
Solid Waste
Construction
Waste
Construction waste,
Broken Bricks,
Waste Plaster
Empty Cement
Bags
Used in re-filling,
raising site level
Sold to agency for
recycling
Excavated Soil
Top soil conserved for landscaping,
balance used in re-
filling
Remaining soil shall be utilized for refilling / road work / rising of site level at locations/
selling to outside agency for construction of roads etc.
Figure 5: Solid Waste Management Scheme(Construction Phase)
During the operation phase, waste will comprise domestic as well as agricultural waste. The
solid waste generated from the project shall be mainly domestic waste and estimated quantity
of the waste shall be approx. 18,612 kg per day (@ 0.50 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 and STP sludge). Following arrangements will be made at
the site in accordance to Solid Wastes Management Rules, 2016 and its amendments.
Table 6: Calculation of Solid Waste Generation
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 100
S.
No. Category
Waste Generated
(kg per capita per day) Waste generated (kg/day)
Residents 28,482 @ 0.50 kg/day 14,241.00
Commercial 4175 @ 0.25 kg/day 1,043.75
Public/ Semi Public 7263 @ 0.25 kg/day 1,816.50
Floating Population 6029 @ 0.15 kg/day 904.35
Landscape waste
(21.54 acres) @ 0.2 kg/acre/day 4.308
STP Sludge 602
TOTAL SOLID WASTE GENERATED 18,611.908 say 18,612
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 2000))
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. Litter bin will also be provided in open areas like parks etc.
Treatment of waste
Bio-Degradable wastes
1. Bio-degradable waste will be subjected to organic waste converter and the compost will
be used as manure.
2. STP sludge is proposed to be used for horticultural purposes as manure.
3. Horticultural Waste is proposed to be composted and will be used for gardening
purposes.
Recyclable wastes
i. Grass Recycling – The cropped grass will be spread on the green area. It will act as
manure after decomposition.
ii. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 101
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 Solid Wastes Management Rules, 2016. A Solid waste management Scheme is
depicted in the following figure for the residential project.
Figure 6: Solid Waste Management Scheme (Operation 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.
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 102
Figure 7: Organic Waste Converter
Benefits of organic waste converter:
Large quantity of solid waste is converted to fertilizer in a very short period
Fertilizers can be sold as compost to farmers, or used for gardening
Machine requires less space and the efficiency is high.
Manpower and maintenance is very less.
This is one of the latest techniques of managing solid waste.
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 103
GREEN AREA
Total green area measures 87,184.92 m2 i.e. 15.01 % of the open area which will be area under
tree plantation within the residential plots and along the roads. Evergreen tall and ornamental
trees and ornamental shrubs like Cassia Fistula (Amaltas), Populus, Gul Mohur have been
proposed to be planted inside the premises. Parks will also be developed by the project
proponent.
Table 8: Plantation List
S. No. Name of Species Local Name
1. Alstonia scholaris Devil Tree (Saptaparni)
2. Millingtonia hortensis Indian Cork
3. Gravellia robusta Silky Oak (Silver oak)
4. Anthocephalus chinensis Cadamba
5. Delonix regia Gulmohar
6. Erythrina indica Dhaul Dhak
7. Lagerstromia indica Crape myrtle
8. Citrus limon Limbu
9. Bauhinia acuminata Kanchan
10. Cleroedendron innerme Glory Bower
11. Plumeria alba Champa
12. Bauhinia varigata Kachnar
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
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 104
5. Cement
6. Reinforcement steel
7. Pipe scaffolding (cup lock system)
8. Bricks
9. CLC fly ash blocks
10. MDS, MCBs
11. RCC overhead water tanks
12. 2 1/2'’ thick red colour paver tiles
13. PPR (ISI marked)
14. PVC waste water lines
15. S.W. sewer line up to main sewer
16. PVC rain water down take
17. Stainless steel sink in kitchen
18. Joinery hardware- ISI marked
MATERIALS USED FOR CONSTRUCTION & THEIR U VALUES
Integrated Township
NH-24, Bypass More
Moradabad, U.P. CONCEPTUAL PLAN
M/s Chadha Infratech Ltd. 105
LIST OF MACHINERY USED DURING CONSTRUCTION
(i) Dumper (xiii) Concrete pressure pump
(ii)Concrete mixer with hopper (xiv) Mobile transit mixer
(iii) Excavator
(iv) Concrete Batching Plant
(v) Cranes
(vi) Road roller
(vii) Bulldozer
(viii) RMC Plant
(ix) Tower Cranes
(x) Hoist
(xi) Labor Lifts
(xii) Pile Boring Machines