SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL...
Transcript of SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL...
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 46
INTRODUCTION
M/s Supertech Limited, India's leading real estate developer was founded 25 years back in National
Capital Region and since then has been scaling new heights by each passing day. The company has set
new trends of architectural finesse in the contemporary global scenario touching the horizons of
excellence. Supertech Limited has not only expanded in terms of number of projects but in terms of the
kind of engineering techniques, innovative designing and architectural finesse it has brought in to the
Indian real estate industry. The company has decided to develop a Residential Plotted Colony along with
Group Housing Component situated in the revenue state of Village- Mohmmadpur Gujjar & Sohna,
Sector-2, District- Guragon, Haryana. The company has taken the license from Directorate Town and
Country Planning, Haryana vide License No. 124 of 2014 dated 23/08/2014 which is valid up to
22/08/2019 on the area measuring 406177.92 m2 (100.36875 Acres) at Village - Mohmmadpur Gujjar &
Sohna, Sector-2, District- Guragon, Haryana to develop a Residential Plotted Colony along with Group
Housing.
SITE LOCATION AND SURROUNDINGS
The proposed project site is located at Village- Mohmmadpur Gujjar & Sohna, Sector-2, District-
Guragon, Haryana. The GPS co-ordinates of the project site is 28°16' 7.44" N & 77° 3' 31.35" E.
Figure-1: Google Image of the Project Site
Residential Plotted Colony
(Area- 100.36875 Acres)
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 47
TABLE 1: CONNECTIVITY
S. No. Detail Distance Direction
1. Nearest Highway (SH-13) 0.1 Km East
2. Garhi Harsaru Junction Railway Station 22.3 Km North-West
3. Indira Gandhi National Airport (IGI) 32.1 Km North-East
PROJECT LAYOUT AND ENVIRONMENTAL CONTEXT
The total area of the proposed project for residential plotted colony along with group housing component
is estimated 4, 06,177.92 m2
(100.36875Acres). The detailed Area Statement is provided below in Table
1.
SALIENT FEATURES OF PROJECT:
Table 2: Area Statement
S. No. Particulars Area ( m2)
1. Project Name
Residential Plotted Colony along with Group Housing Component
measuring 100.3687 Acres in sector-2, Sohna, Gurgaon, Haryana
M/s Supertech Ltd.
2. Activities in the Residential Plotted
Colony and Group Housing
Group Housing, Residential Apartments, EWS Apartments,
Commercial Area, Nursing Homes, Nursery School, Primary
School, Clinic, Community Centre, Multipurpose Booth, ATM and
Beauty Parlor
3. Total Plot Area 4,06,177.92 m2 (100.36875 Acres)
4. Total Site Area for Group Housing 81,584.625 m2 (20.16 Acres)
5. Total Site Area for Plotted Colony 3,24,593.295 m2 (80.20875 Acres)
6. Ground Coverage Detail 50,893.65 m
2
Plotted Colony 23,379.42 m2
Group Housing 16,966.02 m2
7. FAR Details 3,86,362.80 m
2
Plotted Colony 2,48,811.82 m2
Group Housing 1,37,550.98 m2
8. Non FAR (including Basement) 99,422.08 m2
Plotted Colony 38,924.97 m2
Group Housing 60,497.11 m2
9.
Built-up Area Detail 4,75,299.03 m
2
Plotted Colony 2,77,250.94 m2
Group Housing 1,98,048.09 m2
10. Total No. of Plotted Units 691 Units
Residential Units 380
NPNL Units 173
EWS Units 138
11.
Total No. of Units (Group Housing) 1692
Flats 1324
EWS Units 234
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 48
Service Units 134
12. Total Units (Plotted Colony + Group
Housing) 2383
13.
Parking Provided 2859 ECS
Public Amenities of Plotted Colony 873 ECS
Group Housing 1986 ECS
14.
Power Requirement & Sources
11784.09
KW
Plotted Colony 6410.03 KW
Group Housing 5374.06 KW
Source: Dakshin Haryana Bijli Vitran Nigam (DHBVN)
15. No. of DG Sets
4 (Total
Capacity
3250 KVA)
Plotted Colony 1 Nos. of 250 KVA
Group Housing 2x1250 KVA + 1x500
KVA
16.
Water requirement & Sources
3290 KLD
(Total)
Plotted Colony 2004 KLD
Group Housing 1286 KLD
1664 KLD
(Fresh
Water)
Plotted Colony 901 KLD
Group Housing 763 KLD
1626 KLD
(Recycled
Water)
Plotted Colony 1103 KLD
Group Housing 523 KLD
Source: HUDA
17. No. of Towers and Floors in Group
Housing
Tower- 01, 03, 04, 05, 06, 07 : Basement + Stilt + 18 Floor
Tower- 02 : Basement + Stilt + 22 Floor
Tower- 08, 09, 10, 11 : Basement + Ground + 18 Floor
Tower-12, 13 : Basement + Ground + 24 Floor
Tower-14 : Basement + Ground + 22 Floor
Tower-15 : Basement + Ground + 18 Floor
EWS: Basement + Stilt + 9 Floor
18.
Maximum Height of Building
(Group Housing) 80.85 m up to Machine Room Terrace (Tower 12 & 13)
19. Sewage Treatment & Disposal
STP capacity : Two STP of Total Capacity 2820 KLD (1600 KLD
for Plotted Colony and 1220 KLD for Group Housing respectively)
Sewage discharge: Total 2112 KLD recycled water will be
obtained out of which 1023 KLD shall be utilized for the purpose
of flushing, 603 KLD for landscape development and 486 KLD
shall be supply to nearby construction sites for construction purpose
only.
20. Estimated Population 29717 Persons Plotted Colony 18917 Persons
Group Housing 10800 Persons
21. Green
Area
Required @30% (29.098 acres or
1,17,755.747 m2)
Proposed in Plotted
Colony 98,525.88 m
2
Proposed @30.70% (29.776 acres or
1,20,499.980 m2)
Proposed in Group
Housing 21,974.10 m
2
22. Cost of the project Rs. 748 Crores (Approx.)
*FAR = Floor Area Ratio
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 49
POPULATION DENSITY
The Total population of the project will be 29717 persons. The detailed population breakup is showing
as Plotted Colony and Group Housing given below in the Table 2.
Table-3: Population Break up
S.
NO. UNIT TYPES
NO. OF
PLOTS/UNITS/ FAR
Population
Basis POPULATION
1 PLOTTED COLONY (A)
a Residential Units 380 13.5 5130
b NPNL Units 173 13.5 2336
c EWS Units 138 9 1242
Public Amenities (d to l)
d Nursing Home-1 1011.62 m2 @15 m
2/ Bed 67
e Nursing Home -2 1010.27 m2 @15 m
2/ Bed 67
f Primary School-1 4046.47 m2 @ 4 m
2 / Person 1012
g Primary School-2 4047.05 m2 @ 4 m
2 / Person 1012
h Nursery School-1 1074.96 m2 @ 4 m
2 / Person 269
i Nursery School -2 1074.96 m2 @ 4 m
2 / Person 269
j Taxi Stand 1659.55 m2
25 m2/ECS/
Person 66
k
Commercial (Total-14146.15
m2)
Commercial-1=
7081.98 m2
@ 3 m2 / Person 4715
Commercial-2 =
7064.17 m2
1. Shopkeepers @1/3rd
of
Retail Population 1572 Person
2.Floating Population @2/3rd
of Retail Population 3143 Person
l Community Centre 8095.89 m2 @ 8 m
2 / Person 1012
m Visitors@10% 1720
Total Plotted Colony Population 18917
2 GROUP HOUSING (B)
a Residential Population 1324 5 6620
b EWS Population 234 5 1170
c Service Units Population 134 2 268
d Commercial 393.032 m2 @ 3 m
2 / Person 131
1. Shopkeepers @1/3rd
of
Retail Population 44 persons
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 50
2.Floating Population @2/3rd
of Retail Population 87 persons
e Nursery School (2 nos.) 1532.418 m
2 (766.209
m2 each)
@ 4 m2 / Person 383
f Primary School 3262.940 m2 @ 4 m
2 / Person 816
g Multipurpose Hall 1289.361 m2 @ 3 m
2 / Person 430
h Visitors @10%
982
Total 10800
Total Population(A+B) 29717
PROJECT COST
The total estimated cost of the project is Rs. 748 Crores (Approx.)
WATER REQUIREMENT
The water will be supplied through HUDA. Total water requirement of the project will be approximately
3290 KLD, out of which 1664 is fresh water requirement and 1626 KLD is recycled/ treated water. The
calculation of total water requirement and total waste water generation is given in the Table-3.
Table-4: Calculations for Daily Water Demand
S.
No. Unit Types
Total
Occupancy
Rate of
Water
(LPCD)
Domestic
(KLD)
Flushing
(KLD)
Total
(KLD)
Waste
Water
(KLD)
1 RESIDENTIAL
a Residential Units 5130 135 461.7 230.85 692.55 600.21
b NPNL Units 2336 135 210.24 105.12 315.36 273.31
c EWS Units 1242 135 111.78 55.89 167.67 145.31 d Nursing Home-1 67 450 10.05 20.10 30.15 28.14
e Nursing Home-2 67 450 10.05 20.10 30.15 28.14
f Nursery School-1 269 45 4.0 8.07 12.105 11.30
g Nursery School-2 269 45 4.0 8.07 12.105 11.30
l Primary School-1 1012 45 15.2 30.36 45.54 42.50
m Primary School-2 1012 45 15.2 30.36 45.54 42.50
n Taxi Stand 66 15 0.40 0.594 0.99 0.91
o Commercial
Shopkeepers 1572 45
23.6 47.16 70.74 66.02
p Commercial Retail
Population 3143 15
18.86 28.287 47.15 43.37
q Community
Centre 1012 15
6.07 9.108 15.18 13.97
r Visitors @10% 1720 15 10.32 15.48 25.80 23.74
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 51
s Horticulture 98,525.88
m2
@ 5 lit/m2
-- -- 492.6
Total 18917
901.47 609.549 2003.63 1330.72
Say 901 Say 610 Say 2004 Say 1331
2 GROUP HOUSING
a Residential
Population 6620 135
595.8 297.90 893.70 774.54
b EWS Population 1170 135 105.3 52.65 157.95 136.89
c Service Unit
Population 268 135
24.12 12.06 36.18 31.36
d Shopkeepers 44 45 0.7 1.32 1.98 1.85
e visitors of retail
area 87 15
0.52 0.783 1.31 1.20
f Nursery School 383 45 5.7 11.49 17.235 16.09
g Primary School 816 45 12.2 24.48 36.72 34.27
h Multipurpose Hall 430 15 2.58 3.87 6.45 5.93
i Visitors @10% 982 15 5.89 8.838 14.73 13.55
j Horticulture 21,974.10
m2
@ 5 l/m2
-- -- 109.9 --
k Make up water for
Swimming Pool -- -- 10 -- 10 --
Total
762.81 413.391 1286.15 1015.68
Say 763 Say 413 Say1286 1016
Total Water Requirement of Project (1+2) 1664 1023 3290 2347
Hence, total water requirement of the project will be as follows;
Total Water Requirement : 3290 KLD
Fresh Water Requirement : 1664 KLD
Flushing : 1023 KLD
Total Waste Water Generation : 2347 KLD
Recycled/ Treated water : 2112 KLD
The water balance diagrams are given below in Figure-2.
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 52
Figure-2(a): Water Balance Diagram of Plotted Colony
STP Capacity should be 20% more than
the total waste water generation
1103 KLD
Fresh Water Requirement
(901 KLD)
Total Water Requirement
(2004 KLD)
Fresh Water Requirement
(901 KLD)
Recycled/Treated Water
(1103 KLD)
@ 100% @ 80%
Wastewater generated
(721 KLD)
Wastewater
generated
(610 KLD)
Wastewater
generated
(NIL)
Flushing
(610 KLD)
Landscape
(493 KLD)
Total wastewater
generated
(1331 KLD)
STP Capacity
(1600 KLD)
@ 90% of wastewater generated
Recycled/Treated water
(1198 KLD)
Supply to Nearby
Construction Sites
(95 KLD)
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 53
Figure-2(b): Water Balance Diagram of Group Housing
@ 80%
STP Capacity should be 20% more than
the total waste water generation
523 KLD
Domestic Water
Requirement
(753 KLD)
Total Water Requirement
(1286 KLD)
Fresh Water Requirement
(763 KLD)
Recycled/Treated Water
(523 KLD)
@ 100%
Wastewater generated
(603 KLD)
Wastewater
generated
(413 KLD)
Wastewater
generated
(NIL)
Make-up water
for Swimming
Pool (10 KLD)
(1645 KLD)
Flushing
(413 KLD)
Landscape
(110 KLD)
Total wastewater
generated
(1016 KLD)
STP Capacity
(1220 KLD)
@ 90% of wastewater generated
Recycled/Treated water
(914 KLD)
Supply to Nearby
Construction Sites
(391 KLD)
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 54
Figure-2(c): Total Water Balance Diagram
@ 80%
STP Capacity should be 20% more than
the total waste water generation
1626 KLD
Domestic Water
Requirement
(1654 KLD)
Total Water Requirement
(3290 KLD)
Fresh Water Requirement
(1664 KLD)
Recycled/Treated Water
(1626 KLD)
@ 100%
Wastewater generated
(1324 KLD)
Wastewater
generated
(1023 KLD)
Wastewater
generated
(NIL)
Make Up water
for Swimming
Pool (10 KLD)
(1645 KLD)
Flushing
(1023 KLD)
Landscape
(603 KLD)
Total wastewater
generated
(2347 KLD)
STP Capacity
(Total 2820 KLD)
1600 KLD & 1220 KLD Capacity for Plotted
Colony & Group Housing Respectively
@ 90% of wastewater generated
Recycled/Treated water
(2112 KLD)
Supply to Nearby
Construction Sites
(486 KLD)
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 55
Wastewater Generation & Treatment:
Two Sewage Treatment Plants having the total capacity of 2820 KLD (1600 KLD for Plotted Colony &
1220 KLD for Group Housing Respectively) with FAB (Fluidized Aerobic Bio-reactor) technology has
been proposed for the treatment/recycling of wastewater within the project premises. Approximately
2112 KLD of water will be obtained after recycling from proposed sewage treatment plants which will
be used for flushing and horticulture and rest of recycled water will be given to nearby construction sites
for construction purpose only.
SEWAGE TREATMENT TECHNOLOGY
FAB (Fluidized Aerobic Bio-reactor):
Sewerage System
An external sewage network shall collect the sewage from all units, and flow by gravity to the proposed
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 waste water.
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. Wastewater Details
(a) Daily load : 2347 KLD
(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) : 150-300 mg/l
(g) BOD5 (mg/l) : 200-400 mg/l
(h) COD (mg/l) : 400-600 mg/l
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 56
b. Final discharge characteristics
(a) pH : 7.5 to 8.5
(b) Oil & Grease : <10 mg/l
(c) B.O.D. : <10 mg/l
(d) C.O.D. : <60 mg/l
(e) Total Suspended Solids : <10 mg/l
PROCESS DESCRIPTION
In order to conserve water, the treatment plant shall be designed to ensure that treated effluent (water)
characteristics are well below the permissible limits. It is proposed to use Attached Growth system
working on the principle of Fluidized Aerobic Bio-reactor process based on the FAB process.
Sewage will flow via gravity through a bar screen chamber & Oil & Grease Trap to an Equalization
Tank. A bar screen shall be provided at the inlet point in the bar screen chamber and the waste water
will flow through this bar screen into the Tank. Bar screen shall be so designed that it can be cleaned
manually from outside the Tank. The oil & grease from the Oil & Grease Trap would have to be
removed manually. Waste water from the equalization tank shall be transferred by means of Pumps into
the FAB tank where the biomass is allowed to grow on plastic type moving media. The process generally
consists to two successive aeration tanks where the media is completely submerged in the waste water.
Both up flow and down flow processes take place. The raw waste water goes in an up flow pattern in the
first aeration tank and subsequently in a down flow pattern in the next tank. The organic material present
in the waste water is degraded by a population of microorganisms attached to the media. Organic
material from the liquid is adsorbed on to the biological film or slime layer. In the outer portions of the
slime layer, the organic material is degraded by aerobic microorganisms. As the microorganisms grow,
the thickness of the slime layer increases, and the diffused oxygen is consumed before it can penetrate
the full depth of the slime layer. Thus an anaerobic environment is established near the surface of the
media. As the slime layer increases in thickness, the adsorbed organic matter is metabolized before it can
reach the microorganisms near the media face. As a result of having no external organic source available
for cell carbon, the microorganisms near the media face enter into an endogenous phase of growth and
lose their ability to cling to the media surface. The liquid then washes the slime of the media, and a new
slime layer starts to grow.
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 57
After achieving a complete mixing of organisms over a retention period of approximately 6 hrs, the
effluent would flow via gravity into the Tube Settler. In the tube settler, PVC Tube Media would be
provided to enhance settling of the sludge with attached settling process. Through the use of baffles the
liquid in the Tube Settler is maintained in quiescent condition which allows the solids to settle to the
bottom for collection. The accumulating solids known as “Sludge” shall be constantly pumped back into
the FAB tank by sludge recycle pumps. This return sludge undergoes further digestion in the aeration
tank and also provides the active organism needed to digest the incoming raw sewage.
The Tube Settler shall be provided with overflow weir to collect the treated effluent and a scum launder
shall keep any floating matter from passing out in the final treated water. Excess sludge from the bottom
of the Tube Settler shall be wasted in an adjoining aerobic digester cum thickener tank. In this tank
sludge shall be aerated. The air shall be shut off periodically and supernatant water shall flow into the
collection tank. This way the sludge shall be thickened and its volume shall be reduced. The sludge
digester cum thickener tank shall be sized to hold excess sludge. The excess sludge would be further
passed into a filter press where the sludge would be further compressed between plates manually and the
liquid concentration in the sludge would be further reduced. The sludge would then form into semi-solid
cake which can be removed for disposal.
TERTAIRY TREATMENT
The clear water would be transferred by means of its Filter Feed Pumps into the Multi Grade Sand Filter
& Activated Carbon Filter for filtration. Tertiary treatment will be carried out by passing the treated
water through beam of Ultra Violet radiation for necessary disinfection. The Multi-Grade Sand Filter is
intended to remove any particulate matter present in the water and the Activated Carbon Filter is
intended to remove any colour or odour in the water.
BLOWERS AND AERATION SYSTEM
The treatment plant shall be provided with rotary positive displacement blowers with a common base,
belt drive system, drip proof induction type electric motors, necessary valves including a pressure
relief valve , a central electric panel and silencers on the intake and discharge. Each blower motor unit
shall be housed in a suitable enclosure. All piping and related accessories necessary to connect the
blowers to the treatment plant air header shall be provided as well.
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 58
All air piping from the blower motor unit to the air header shall be approved steel pipe with malleable
iron fittings. Flexible reinforced rubber connecting sleeves shall be provided wherever required.
Each air diffusion device shall be connected to the air header with individual 20 dia. drop pipes. The
drop pipe assembly shall be connected to the air header in a manner to permit raising the drop pipe and
diffusion device above the water surface quickly and without disturbing air flow to the other diffusers.
Each diffuser drop pipe shall be equipped with non-clog fine / coarse bubble diffusers of sufficient
quantity to keep pressure loss through the drop pipe assembly to a minimum. The air diffusion devices
shall be designed to distribute air over the entire area of the tank and to have efficiency such that an
adequate supply of oxygen is maintained in the tanks to treat the sewage load for which the plant is
designed.
ELECTRICAL CONTROLS
The plant shall be completely pre wired / site wired and shall include all the power and control cabling
required for the fully automatic operation of the plant. The control system shall include circuit breakers,
motor, starters and timers all housed in a weather proof cubicle type panel board.
All wiring shall run through electrical metallic tubing. All wiring shall be sized according to the
National Electric Code Standards. No splice shall be permitted in the service wires. It shall also be the
responsibility of the contractor to furnish and install all required exterior disconnects, switching
mechanisms, alarm or control conduit and wiring.
The branch circuit shall be short circuit protected by thermal magnetic air circuit breakers. All control
circuits shall be protected by a single phase thermal magnetic air circuit breaker. A magnetic across the
line starter with overload heaters in each phase and a common trip contact set shall be provided for each
blower motor to give positive protection against single phasing.
Motor insulation shall be class `B’ insulation and the design shall be such that the maximum
permissible temperature for the insulation is not exceeding when the motor operates at service factor
load in a -5 to 45° C ambient on full load condition.
All motors shall have anti-friction, ball-bearings sized an average life of at least 100,000 hours under
normal V-BELT loading conditions.
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 59
The mechanical/electrical system shall be designed to withstand ambient temperature range of 0°C -
50° C.
Figure-3: Schematic design of STP of FAB technology
Table 6: Technical Specifications for Sewage Treatment Plant of Capacity 1220 KLD
1. SS Bar Screens
Make : Bikon
MOC : SS 304
Qty : 02 Nos.
Size : 750x600 mm
2. Raw Sewage Pumps
MAKE : WILO
No. of units : 02 Nos. (1working / 1 Standby)
Motor : 6.00 KW
Capacity : 46,250 lph at a head of 6-8 mtrs.
Solids : Up to 35 mm
Casing : CI
Impeller : CI
3. Sludge Re-circulation Pumps
MAKE : Kirloskar
No. Of units : 02 Nos. (1working / 1 Standby)
Motor : 8.0 KW
Capacity : 32,000 lph at a head of 8-10 mtrs.
Solids : Up to 8 mm
Casing : CI
Impeller : CI
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 60
4. Plant Room Sump Pumps
MAKE : WILO
No. Of units : 02 Nos. (1working / 1 Standby)
Motor : 6.00 KW
Capacity : 46250 lph at a head of 6-8 mtrs.
Solids : Up to 35 mm
Casing : CI
Impeller : CI
5. Air Blowers
MAKE : Blowvac
Type : Twin Lobe
No. of units : 02 Nos. (1working / 1 Standby)
Head : 0.75 kg/cm2
Capacity : 560 m3/hr
Rating : 40.0 KW
6. Filter Feed Pumps
MAKE : Kirloskar
No. Of units : 02 Nos. (1working / 1 Standby)
Type : Horizontal, Centrifugal
Capacity : 64000 lph at a head of 25-30 mtrs.
Casing : CI
Impeller : CI
Rating : 16.0 KW
7. Soft Water Transfer Pumps
MAKE : Kirloskar
No. Of units : 02 Nos. (1working / 1 Standby)
Type : Horizontal, Centrifugal
Capacity : 14000 lph at a head of 60 mtrs.
Casing : CI
Impeller : CI
Rating : 5.0 KW
8. Dual Media Filter
Make : Bikon
Qty : 01 No.
Service Flow rate : 64000 lph
Size : 7’ dia x 62” height
MOC : FRP / MS
Media : Pebble / Gravel / Coarse Sand / Fine Sand / Anthracite
Working Pressure : Max. 3.5 kg/cm2
Backwash time : 20 min.
Rinse time : 10 min.
9. Activated Carbon Filter
Make : Bikon
Qty : 01 No.
Service Flow rate : 64000 lph
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 61
Size : 7’ dia x 62” height
MOC : FRP / MS
Media : Pebble / Gravel / Activated Carbon.
Working Pressure : Max. 3.0 kg/cm2
Backwash time : 20 min.
Rinse time : 10 min.
10. Water Softener
Make : Bikon
Qty : 01 No.
Service Flow rate : 64000 lph
Size : 7’ dia x 62” height
MOC : FRP / MS
Output between Regenration : 900 KL
Raw Water Hardness : 200 ppm
Treated Water Hardness : Commercial Zero
Working Pressure : 2.5 to 3.0 kg/cm2
11. UV Sterilizer
MAKE : Creative
No. Of units : 1 operating
Capacity : 64000 lit/hr.
12. Bio Tech Media
MAKE : Bikon
Qty : 53.00 cu.mtr
Type : FAB (Fluidized Aerobic Bioreactor)
13. Tube Dek Media
MAKE : Bikon
Qty : 24.00 cu.mtr
Type : Tube Dek Media
Length of Module : 10000 mm
Width of Mudule : 6000 mm
Height of Module : 1000 mm
14. Filter Press feed pump
MAKE : Positive
No. Of units : 01 No.
Type : Screw Type
Capacity : 8000 lph at a head of 30-40 mtrs.
Rating : 5.6 KW
15. Filter Press
MAKE : Bikon
Plate Size : 36” x 36”
No. of Plates : 56 Nos.
Holding Capacity : 80 Ltr.
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 62
Table7: Technical Specifications for Sewage Treatment Plant of Capacity 1600 KLD
1. SS Bar Screens
Make : Bikon
MOC : SS 304
Qty : 02 Nos.
Size : 750 X 600 mm
2. Raw Sewage Pumps
MAKE : WILO
No. Of units : 02 Nos. (1working / 1 Standby)
Motor : 7.5 KW
Capacity : 56,250 lph at a head of 6-8 mtrs.
Solids : Up to 35 mm
Casing : CI
Impeller : CI
3. Sludge Re-circulation Pumps
MAKE : Kirloskar
No. Of units : 02 Nos. (1working / 1 Standby)
Motor : 11.00 KW
Capacity : 40,000 lph at a head of 8-10 mtrs.
Solids : Up to 8 mm
Casing : CI
Impeller : CI
4. Plant Room Sump Pumps
MAKE : WILO
No. Of units : 02 Nos. (1working / 1 Standby)
Motor : 7.5 KW
Capacity : 56,250 lph at a head of 6-8 mtrs.
Solids : Up to 35 mm
Casing : CI
Impeller : CI
5. Air Blowers
MAKE : Blowvac
Type : Twin Lobe
No. of units : 02 Nos (1working / 1 Standby)
Head : 1.0 kg/cm2
Capacity : 700 m3/hr
Rating : 50.0 KW
6. Filter Feed Pumps
MAKE : Kirloskar
No. Of units : 02 Nos. (1working / 1 Standby)
Type : Horizontal, Centrifugal
Capacity : 80,000 lph at a head of 25-30 mtrs.
Casing : CI
Impeller : CI
Rating : 20.0 KW
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 63
7. Soft Water Transfer Pumps
MAKE : Kirloskar
No. Of units : 02 Nos. (1working / 1 Standby)
Type : Horizontal, Centrifugal
Capacity : 14000 lph at a head of 60 mtrs.
Casing : CI
Impeller : CI
Rating : 5.0 KW
8. Dual Media Filter
Make : Bikon
Qty : 01 No.
Service Flow rate : 80,000 lph
Size : 8’ dia x 62” height
MOC : FRP / MS
Media : Pebble / Gravel / Coarse Sand / Fine Sand / Anthracite
Working Pressure : Max. 3.5 kg/cm2
Backwash time : 20 min.
Rinse time : 10 min.
9. Activated Carbon Filter
Make : Bikon
Qty : 01 No.
Service Flow rate : 80,000 lph
Size : 8’ dia x 62” height
MOC : FRP / MS
Media : Pebble / Gravel / Activated Carbon.
Working Pressure : Max. 3.0 kg/cm2
Backwash time : 20 min.
Rinse time : 10 Min.
10. Water Softener
Make : Bikon
Qty : 01 No.
Service Flow rate : 80,000 lph
Size : 8’ dia x 62” height
MOC : FRP / MS
Output between Regenration : 1200 KL
Raw Water Hardness : 200 ppm
Treated Water Hardness : Commercial Zero
Working Pressure : 2.5 to 3.0 kg/cm2
11. UV Sterilizer
MAKE : Creative
No. Of units : 1 operating
Capacity : 80,000 lit/hr.
12. Bio Tech Media
MAKE : Bikon
Qty : 66.00 cu.mtr
Type : FAB (Fluidized Aerobic Bioreactor)
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 64
13. Tube Dek Media
MAKE : Bikon
Qty : 30.00 cu.mtr
Type : Tube Dek Media
Length of Module : 12000 mm
Width of Mudule : 7000 mm
Height of Module : 1200 mm
14. Filter Press feed pump
MAKE : Positive
No. Of units : 01 No.
Type : Screw Type
Capacity : 10,000 lph at a head of 30-40 mtrs.
Rating : 7.0 KW
15.
MAKE : Bikon
Plate Size : 36” x 36”
No. of Plates : 70 Nos.
Holding Capacity : 100 Ltr.
RAIN WATER HARVESTING
The storm water disposal system for the premises shall be self-sufficient to avoid any collection/
stagnation and flooding of water. Storm water drainage plan of the project is enclosed. 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.
It has been proposed to provide 12 nos. of Twin bore rainwater harvesting pits for group housing
component. In residential plotted colony, 16 nos. of Twin bore rain water harvesting pits are proposed to
be provided for roads, parking catchment etc. Individual plot holders will make provisions of Rain Water
Harvesting as per HUDA norms.
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) Peak Hourly rainfall of 45 mm/hr shall be considered for designing the storm water drainage
system. Rain water harvesting has been catered to and designed as per the guideline of CGWA. At
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 65
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.
Table-8 (a): Rainwater Harvesting Calculation for Group Housing
S.
No. Particulars
Catchment
Area in m2
(Group
Housing)
Runoff
Coefficient (C)
Rainfall
Intensity in
mm (I)
Discharge
(m3/hr)
(Group
Housing)
1. Rooftop area 16966.02 0.85 45 648.950
2. Green area 21974.10 0.20 45 197.767
3. Paved area 42644.505 0.65 45 1247.352
Total Runoff 81584.625
2094.069
The total volume of storm water generated = 2094.069 m3/hr
Average throughput for 250 mm dia. harvesting bore well = 82.98 m3/hr
Retention tank for each pit = 20 m3
Total No. of RWH pits required = 24 Pits. Hence, total 12 RWH pits with twin bore are being proposed
for ground water recharge within the group housing.
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 66
Table-8 (b): Rainwater Harvesting Calculation for Plotted Colony
S.
No. Particulars
Catchment
Area in m2
(Group
Housing)
Runoff
Coefficient (C)
Rainfall
Intensity in
mm (I)
Discharge
(m3/hr)
(Group
Housing)
1. Paved area & roads 96212.97 0.65 45 2814.229
Total Runoff 2814.229
The total volume of storm water generated= 2814.229 m3/hr
Average throughput for 250 mm dia. harvesting bore well = 82.98 m3/hr
Retention tank for each pit = 20 m3
Total No. of RWH pits required = 32 Pits. Hence, total 16 RWH pits with twin bore are being proposed
for ground water recharge in the plotted colony.
Figure-4: Typical Twin Bore Rain Water Harvesting Pit Design
Twin Bore Rain Water
Harvesting Pits provided-
28 nos.
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 67
VEHICLE PARKING FACILITIES
Adequate provision will be made for resident’s parking at the proposed 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.
Total parking provision will be 2859 ECS (1986 ECS for Group Housing and 873 ECS for Public
Amenities in residential plotted colony)
Table 9(a): Group Housing Parking Details
S.
No. Facilities Area
(m2)
Parking
Norm
No. of
Parking
Parking Provided
Surface
Parking
Basement
Parking
Stilt Parking
Group Housing
Residential -- 1.5
ECS/MDU 1986 ECS 494 1230
20 ECS (under
EWS) & 242
(under tower 1-7)
Total Parking Provided for Group Housing 1986 ECS
Table 9(b): Residential Plotted colony Amenities Parking Details
PARKING STATEMENT
S.
N. DESCRIPTION
PERMISSIBLE
/PLOT PROVIDED / PLOT
Parking Parking Built up
Area
Required ECS Area (m2) ECS Basement
m2 Covered Open Total Covered Open Total m2
A PUBLIC
AMMENITIES
1 NURSING
HOME
Nursing Home-I 13.49 596.37 125.00 721.37 17 5 22 662.63
Nursing Home-II 13.47 594.89 125.00 719.89 16 5 21 660.99
TOTAL 26.96 1191.26 250.00 1441.2
6 33 10 43 1323.62
2 COMMERCIAL
Commercial-I 141.6
4 4353.62 550.00
4903.6
2 124 22 146
4837.36
Commercial-II 141.2
8 4340.14 550.00
4890.1
4 124 22 146
4822.38
TOTAL 282.9
2 8693.77 1100.00
9793.7
7 248 44 292 9659.74
3 COMMUNITY
CENTRE
80.95 10139.96 1825.00 11964. 289 73 362 11266.62
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 68
96
TOTAL 80.95 10139.96 1825.00 11964.
96 289 73 362 11266.62
4 PRIMARY
SCHOOL
Primary School-I 404.65 2197.31 440.00 2746.6
4 62 16 78
2441.46
Primary School-II 404.71 2083.84 440.00 2604.8
0 59 16 75
2315.38
TOTAL 809.35 4281.16 880.00 5351.4
5 121 32 153 4756.84
5 NURSERY
SCHOOL
Nursery School -
01 & 02 214.99 644.54 137.50 805.67 18 5 23
716.15
TOTAL 214.99 644.54 137.50 805.67 18 5 23 716.15
A
SUB TOTAL
FOR
AMMENITIES
24950.67 4192.50 29357.
10 709 164 873 27722.97
B GROUP
HOUSING
B SUB TOTAL
FOR HOUSING 1986 50910.00
12350.0
0
63260.
00 1492 494 1986 44863.73
GRAND TOTAL
(A+B) 75860.67
16542.5
0
92617.
10 2201 658 2859
72586.70
Hence, adequate space for parking will be provided within the project premises.
POWER REQUIREMENT
The power shall be supplied by Dakshin Haryana Bijli Vitran Nigam (DHBVN). The total demand for
the residential plotted colony along with Group Housing Component will be approx. 11784.09 KW
(Plotted Colony-6410.03 KW and Group Housing-5374.06 KW).
Total 4 Nos. of DG sets having Total Capacity of 3250 KVA (1 x 250 KVA (Plotted Colony) + (1 x 500
KVA + 2x1250 KVA for Group Housing) will be provided as power back up during power failure.
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 of solid waste:
Construction yards are proposed for storage of construction materials.
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 69
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 for the proposed 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.
Figure-5: Solid Waste Management Scheme during Construction Phase
During the operation phase, waste will generate from Residential apartment, NPNL units, EWS units,
Community hall, Primary School, Nursery School, Retail area, Clinic, Beauty parlor, ATM, Community
Centre and Nursing home. The solid waste generated from the project shall be mainly domestic waste
and estimated quantity will be 8687 kg/day approximately.
Table-10: Calculation of Solid Waste Generation
S. No. Source of Solid Waste
Generation
Waste Generation
Rate
(kg/cap/day)
Total
Population
Waste Generated
(kg/day)
Plotted Colony
1. Residential Units 0.45 5130 2308.5
2. NPNL Units 0.45 2336 1051.2
Used in re-filling,
raising site level Sold to agency
for recycling
Top soil conserved for
landscaping, balance
used in re-filling
As per MSW
Rules, 2000
and amended
Rules, 2008
Solid Waste
Construction
Waste Food Waste
Construction waste,
Broken Bricks,
Waste Plaster
Empty cement
Bags, Containers
etc.
Excavated Soil
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 70
3. EWS Units 0.45 1242 558.9
4. Nursing Home-1 2.0 67 134
Nursing Home-2 2.0 67 134
Primary School-1 0.45 1012 455.4
5. Primary School-2 0.45 1012 455.4
Nursery School-1 0.45 269 121.05
6. Nursery School-2 0.45 269 121.05
7. Taxi Stand 0.45 66 29.7
12. Commercial Shopkeepers 0.45 1572 707.4
13. Commercial Retail Population 0.15 3143 471.45
14. Community Centre 0.15 1012 151.8
15. Visitors 0.15 1720 258
Total 6957.85
Group Housing
1. Residential Units 0.45 6620 297.9
2. EWS Units 0.45 1170 526.5
3. Service Unit 0.45 268 120.6
4. Commercial Shopkeepers 0.45 44 19.8
5. Commercial Retail Population 0.15 87 13.05
6. Nursery School 0.45 383 172.35
7. Primary School 0.45 816 367.2
8. Multipurpose Hall 0.15 430 64.5
9. Visitors and Service Staff 0.15 982 147.3
Total 1729.2 Kg/ Day
Total (Residential + Plotted Colony)
8687.05 Kg/ Day
Say 8687 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)
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 71
Figure-6: Solid Waste Management Scheme during Operation Phase (Part-II)
Following arrangements will be made at the site in accordance to Municipal Solid Wastes
(Management and Handling) Rules, 2000 and amended Rules, 2008.
1 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. Separate colored bins will be provided for dry recyclables and bio-degradable waste.
3. For institutional waste collection, adequate number of colored bins (Green and Blue bins for
bio-degradable and non bio-degradable respectively) are proposed to be provided.
4. Litter bin will also be provided in open areas like parks etc.
Treatment of waste
Bio-Degradable wastes
1. Bio-degradable waste shall be disposed off as per MSW (Management & Handling) Rules
2000 & amendments 2008.
2. STP sludge is proposed to be used as manure for horticulture.
Biodegradable Waste
(6081 kg/day) Non-Biodegradable Waste
(2606 kg/day)
Green Bins
Municipal Solid Wastes (Management and
Handling) Rules, 2000
Manure
Blue Bins Dark Gray Bins
Final disposal through a Govt.
approved agency to recycling
industry
Final disposal through a
Govt. approved agency
Solid Waste
(8687) kg/day)
Recyclable Waste
(1824 kg/day)
Non-Recyclable Waste
(782 kg/day)
Dispose as per Municipal
Solid Wastes
(Management and
Handling) Rules, 2000 &
amendment 2008
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 72
Recyclable wastes
1. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure after
decomposition.
2. Recyclable wastes like paper, plastic etc. will be sold off to recyclables.
3. Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back arrangement
will be made for batteries.
2 Disposal
The Municipal Solid Waste Management will be collected as per the guidelines of Municipal Solid
Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. The inert non-recyclable
wastes will be disposed through government approved agency for land filling.
LANDSCAPE AREA
Total landscape area measures 1, 20,499.98 m2 (98,525.88 m
2 under Plotted Colony and 21,974.10 m
2
under Group Housing) of the total plot area. Evergreen tall and ornamental trees and ornamental shrubs
have been proposed to be planted inside the premises. Parks will also be developed by the management.
Table-11: Green Area Calculation
S. No. Particulars Required Achieved
1. Total @30% = 1,17,755.747 m2
(29.098 Acres)
@30.70% = 1,20,499.980 m2 (29.776
Acres)
2. Group Housing -- 21,974.10 m2
3.
Plotted Colony
--
Organized 27,564.08 m2
unorganized 70,961.80 m2
Total 98,525.88 m2
Plantation and landscaping
Selection of the plant species would be done on the basis of their adaptability to the existing
geographical conditions and the vegetation composition of the forest type of the region earlier found or
currently observed.
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 73
Tree Plantation Plan
The plantation matrix adopted for the tree plantation pit of 0.3 m × 0.3 m size with a spacing of 2 m x 2
m. In addition, earth filling and manure may also be required for the proper nutritional balance and
nourishment of the sapling. It is also recommended that the plantation has to be taken up randomly and
the landscaping aspects could be taken into consideration.
Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) will
be the part of landscape development. In addition creepers will be planted along the boundary wall to
enhance its insulation capacity.
Selection of Plant Species for Tree Plantation
The selection of plant species for the development depends on various factors such as climate, elevation
and soil.
Table-12: Ornamental Shrubs for Plantation
S. NO. NAME OF SPECIES (ORNAMENTAL SHRUBS)
Botanical Name Common Name
1 Delonix pulcherima Chhota Gulmohar
2 Plumeria alba Champa
3 Largerstroemia indica --
4 Chandni Chandni
5 Harsinghar --
6 Yellow duranta --
7 Hibiscus hirsuta --
8 Cassia biflora --
9 Nerium indicum Kaner
10 Cassia aungustifolia --
11 Cassia glauca --
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
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Table-13: Trees for Plantation
S. NO. NAME OF SPECIES (TREES)
Botanical Name Common Name
1 Cassia fistula Amaltas
2 Delonix regia Gulmohar
3 Bauhinia purpurea kachnar
4 callistemon lanceolatum Bottle Brush
5 Anthocephalus cadamba Kadam
6 Polyalthia longifolia Ashok
7 Melia azadirachta Neem
8 Tamarindus indica Imli
9 Bassia latifolia Mahua
10 Saraca indica Ashoka
11 Dalbegia sissoo Shisham
12 Erythrina indica Pangri
13 Eugenia jambolana Syzygium cumini (Jamun)
14 Maduca latifolia Pilkhan
DETAIL OF CONSTRUCTION MATERIALS
Table 14: Building material will be used at site:
S. No. Building Material
1. Coarse sand
2. Fine sand
3. Stone aggregate
4. Stone for masonry work
5. Cement
6. Reinforcement steel
7. Pipe scaffolding (cup lock system)
8. Bricks
9. CLC fly ash blocks
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
M/s SUPERTECH LIMITED
VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
Prepared by: Vardan EnviroNet, Gurgaon Page 75
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
TABLE 15: PROPOSED MATERIALS FOR CONSTRUCTION & THEIR APPROX U VALUES
S. No Building Material Proposed with U
& R Values
„R‟ Values
(in Sq m. Deg C/
Watts )
„U‟ Values
(in Watts/ Sq
m. Deg C)
Solar Heat
Gain Factor
1.
WALL
Brick wall (230 mm thick), both side
thick sand cement plaster (12-18mm)
with insulation
3.55 0.28 0.46
2.
ROOF
200 mm RCC slab with mud
phuska& clay tiles with 75 mm
insulation
1.25 0.80 0.32
LIST OF MACHINERY USED DURING CONSTRUCTION
Table 16: Machineries used at site during construction
S. No. Name of Machinery
1. Dumper
2. Concrete mixer with hopper
3. Excavator
4. Concrete Batching Plant
5. Cranes
6. Road roller
7. Bulldozer
8. RMC Plant
9. Tower Cranes
10. Hoist
“RESIDENTIAL PLOTTED COLONY ALONG WITH GROUP HOUSING COMPONENT”
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11. Labor Lifts
12. Pile Boring Machines
13. Concrete pressure pumps
14. Mobile transit mixer
ENERGY CONSERVATION
Energy conservation program will be implemented through measures taken both on energy demand and
supply.
Energy conservation will be one of the main focuses during the complex planning and operation stages.
The conservation efforts would consist of the following:
Architectural design
Maximize the use of natural lighting through design.
The orientation of the buildings will be done in such a way that maximum daylight is
available.
The green areas will be spaced, so that a significant reduction in the temperature can take
place.
Energy Saving Practices
Maximiomum utilization of solar light/ LED fixture will be done
Energy efficient lamps will be provided within the complex.
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.
Supply Energy Conservation Demand
Utilize energy-efficient diesel genetators
Exploring the possibilities of introducing
renewable energy
Reduce consumption
Use energy efficient appliances
Create Guest Awareness
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VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
SECTOR- 2, DISTRICT- GURGAON, HARYANA CONCEPTUAL PLAN
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Behavioral Change on Consumption
Promoting resident awareness on energy conservation
Training staff on methods of energy conservation and to be vigilant to such opportunities.
ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN
For the effective and consistent functioning of the complex, an Environmental Management system
(EMS) would be established at the site. The EMS would include the following:
An Environmental management cell
Environmental Monitoring.
Personnel Training.
Regular Environmental audits and Correction measures
Documentation – standards operation procedures, Environment Management Plan etc
ENVIRONMENTAL MANAGEMENT CELL
Apart from having an Environmental Management Plan, it is also proposed to have a permanent
organizational set up charged with the task of ensuring its effective implementation of mitigation
measures and to conduct environmental monitoring.
Hierarchical Structure of Environmental Management Cell:
Normal activities of the EMP cell would be supervised by a dedicated person who will report to the site
manager/coordinator of the residential plotted colony. The hierarchical structure of suggested
Environmental Management Cell is given in following Figure-7.
Figure-7: Environnent Management Cell Structure
Corporate
Environmental
Division
Site Manager
Rep from
Corporate
Planning group
Site Environmental
Coordinator
Wastewater
Treatment Plant
Operator
Landscape
Development
Incharge
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ENVIRONMENTAL MONITORING
The purpose of environmental monitoring is to evaluate the effectiveness of implementation of
Environmental Management Plan (EMP) by periodic monitoring. The important environmental
parameters within the impact area are selected so that any adverse affects are detected and time action
can be taken. The project proponent will monitor ambient air Quality, Ground Water Quality and
Quantity, and Soil Quality in accordance with an approved monitoring schedule.
Table- 17: Suggested Monitoring Program for proposed Residential plotted colony project
Monitoring frequency of monitoring
Air & Stack:
• Ambient Air Quality at appropriate location for PM10,
PM2.5
,
SO2, NO2, HC
• Stack emission for point sources PM, SO2, NO2, HC &CO
• Six monthly
• Six monthly
Water & Wastewater:
• Water Quality Monitoring for relevant parameters of IS –
10500
• Waste Water Quality (Treated & Untreated) for pH , TSS,
Oil & Grease,
• Waste water quality pH, TSS, oil & Grease. BOD, COD,
MLSS, TKN & Phosphate.
• Six Monthly
• Daily till stabilization of STP
• Weekly till one month then
annually
Noise: Day & Night level Noise Monitoring (Leqday, Leqnight) • Six Monthly
Soil:
• Soil Monitoring, Qualitative and quantitative
testing/analysis to check the soil fertility, porosity, texture,
water holding opacity etc.
• Six Monthly
Awareness and Training: Training and human resource development is an important link to achieve
sustainable operation of the facility and environment management. For successful functioning of the
project, relevant EMP would be communicated to:
Residents and Contractors: Residents must be made aware of the importance of waste segregation and
disposal, water and energy conservation. The awareness can be provided by periodic Integrated Society
meetings. They would be informed of their duties.
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Environmental Audits and Corrective Action Plans: To assess whether the implemented EMP is
adequate, periodic environmental audits will be conducted by the project proponent’s Environmental
division. These audits will be followed by Correction Action Plan (CAP) to correct various issues
identified during the audits.
ENVIRONMENT MANAGEMENT PLAN
The Environment Management Plan (EMP) would consist of all mitigation measures for each component
of the environment due to the activities increased during the construction and operational phase of the
project and these are discussed in later subsections.
The EMP is generally
Prepared in accordance with the rules and requirements of the MoEF and CPCB/ SPCB
To ensure that the component of facilities are operated in accordance with the design
A process that confirms proper operation through supervision and monitoring
A system that addresses public complaints during construction and operation of the facilities and
A plan that ensures remedial measures is implemented immediately.
The key benefits of the EMP are that it offers means of managing its environmental performance thereby
allowing it to contribute to improved environmental quality. The other benefit includes cost control and
improved relations with the stakeholders.
EMP includes four major elements:
Commitment & Policy: The management will strive to provide and implement the
Environmental Management Plan that incorporates all issues related to air, water, land and noise.
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, counteractive actions and record
keeping.
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It is suggested that as part of the EMP, a monitoring committee would be formed by M/s Supertech
Limited comprising of the site in-charge/ coordinator, environmental group representative and project
implementation team representative. The committee’s role would be to ensure proper operation and
management of the EMP including the regulatory compliance.
The components of the environmental management plan, potential impacts arising, out of the project and
remediation measures are summarized below in Table-18.
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Table-18: Summary of Potential Impacts and Remedial Measures
S.
No.
Environmental
components
Potential
Impacts
Potential Source of
Impact
Controls Through EMP
& Design Impact Evaluation Remedial Measures
1. Ground Water
Quality
Ground Water
Contamination
Construction Phase
Waste water
generated from
temporary labor tents.
No surface
accumulation will be
allowed.
No significant impact as
majority of labors
would be locally
deployed
Operation Phase
Discharge from the
project
Proponent will provide
the STP to treat the
discharge of Residential
plotted colony.
No negative impact on
ground water quality
envisaged. Not
significant.
2. Ground Water
Quantity
Ground Water
Depletion
Construction Phase
Use of ground water
for construction
activity.
STP treated water from
HUDA will be used for
construction
No significant impact
on ground water
quantity envisaged.
STP treated water from
HUDA will be used
Operation Phase
The source of water
during operation
phase is HUDA
Supply.
Rain water harvesting scheme. Black and Grey water
treatment and reuse.
Storm water
collection for ground
water recharge.
Awareness Campaign
to reduce the water
consumption
No significant impact
on surface/ground water
quantity envisaged.
In an unlikely event of
non-availability of
water supply, water will
be brought using
tankers.
3. Surface Water Surface water Construction Phase Silt traps and other No off-site impact No surface water
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Quality contamination Surface runoff from
site during
construction activity.
measures such as
additional on site
diversion ditches will be
constructed to control
surface run-off during site
development
envisaged as no surface
water receiving body is
present in the core zone.
receiving body is
present in the core zone.
Though Silt traps and
other measures such as
additional on site
diversion ditches will
be constructed
Operation Phase
Discharge of
domestic wastewater
to STP.
Domestic water will
be treated in STP
No off-site impact
envisaged
Excess of water will be
used for irrigation
purposes outside the
project site after proper
treatment. CPCB
standards for usage of
treated waste water for
irrigation purposes will
be followed.
4. Air Quality Dust Emissions
Construction Phase
All heavy
construction
activities
Suitable control
measures will be adopted
for mitigating the PM2.5&
PM10 level in the air as
per air pollution control
plan.
Not significant because
dust generation will be
temporary and will
settle fast due to dust
suppression techniques.
During construction
phase the contractors
are advised to facilitate
masks for the labors.
Water sprinklers will be
used for suppression of
dust during construction
phase.
Emissions of
PM2.5 & PM10,
SO2, NOx and
CO
Construction Phase
Operation of
construction
equipment and
Rapid on-site
construction and
improved maintenance of
Not significant.
Regular monitoring of
emissions and control
measures will be taken
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vehicles during site
development.
Running D.G. set
(back up)
equipment to reduce the emission
levels.
Operation Phase
Power generation by
DG Set during power
failure
Emission from
vehicular traffic in
use
Use of Bharat Stage-IV
diesel if available
Providing footpath and
pedestrian ways within
the site for the residents
landscape development
with tree plantation will
be developed with
specific species to help
to reduce PM2.5& PM10
level
Use of equipment fitted
with silencers
Proper maintenance of
equipment
Not significant.
DG set would be used
as power back-up
(approx 6 hours)
No significant increase
in ambient air quality
level is expected from
the project’s activities.
There are no sensitive
receptors located within
the vicinity of site.
Use of Personal
Protective
Equipment (PPE)
like earmuffs and
earplugs during
construction
activities.
Stack height of DG
set above the tallest
building as per
CPCB standards
5. Noise
Environment
Operation Phase
Noise from
vehicular
movement
Noise from DG sets
operation
Landscape
development of silence
zones to check the
traffic movement
Provision of noise
shields near the heavy
No significant impact
due to prominent
landscape
Acoustic DG Sets as per CPCB norms
Landscape
Development
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construction operations
and acoustic
enclosures for DG set.
Construction activity
will be limited to day
time hours only
DG set will be
equipped with acoustic
enclosures
6. Land
Environment
Soil
contamination
Construction Phase
Disposal of
construction debris
Construction debris will
be collected and suitably
used on site as per the
solid waste management
plan for construction
phase
No significant impact.
Impact will be local, as
waste generated will
be reused for filling of
low lying areas etc.
Operation Phase
Generation of
municipal solid
waste
Used oil generated
from D.G. set
It is that the solid
waste generated will be
managed as per MSW
Rules, 2000 and
amended Rules, 2008.
Collection,
Segregation,
transportation and
disposal will be done as
per MSW Management
Rules, 2000 by the
authorized agency
Since solid waste is
handled by the
authorized agency,
waste dumping is not
going to be allowed.
Not significant.
Negligible impact.
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Used oil generated
will be sold to
authorized recyclers
7.
Biological
Environment
(Flora and
Fauna)
Displacement
of Flora and
Fauna on site
Construction Phase
Site Development
during construction
Important species of
trees, if any, will be
identified and marked
and will be merged with
landscape plan
The site has shrubs as
vegetation
Operation Phase
Increase in green
covered area
Suitable landscape
development with tree
plantation will be
developed as per
landscaping plan in and
around the site using
local flora
Beneficial impact
8.
Socio-
Economic
Environment
Population
displacement
and loss of
income
Construction Phase
Construction
activities leading to
relocation
Earmarked for
Residential purpose as
per Gurgaon- Manesar -
2031 Master Plan.
No negative impact
Operation Phase
Site operation
Project will provide
employment
opportunities to the local
people in terms of labor
during construction and
service personnel
(guards, securities,
Beneficial impact
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gardeners etc) during
operations
Providing quality-
Integrated infrastructure.
9. Traffic Pattern
Increase of
vehicular
traffic
Construction Phase
Heavy Vehicular
movement during
construction
Heavy Vehicular
movement will be
restricted to daytime
only and adequate
parking facility will be
provided
No negative impact
Operation Phase
Traffic due to
residents once the
project is
operational
Vehicular movement
will be regulated inside
the project with
adequate roads and
parking lots in the
colony.
No major significant
impact as landscape
development with tree
plantation will be
developed which will
help in minimizing the
impact on
environment.
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EMP FOR AIR ENVIRONMENT DURING CONSTRUCTION PHASE:
To mitigate the impacts of PM10 & PM2.5 during the construction phase of the project, the following
measures are recommended for implementation:
A dust control plan
Procedural changes to construction activities
Dust Control Plan
The most cost-effective dust suppressant is water because water is easily available on construction site.
Water can be applied using water trucks, handled sprayers 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
Idle time reduction: Construction equipment is commonly left idle while the operators are on break or
waiting for the completion of another task. Emission from idle equipment tends to be high, since catalytic
converters cools down, thus reducing the efficiency of hydrocarbon and carbon monoxide oxidation.
Existing idle control technologies comprises of power saving mode, which automatically off the engine at
preset time and reduces emissions, without intervention from the operators.
Improved Maintenance: 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. Incentive provisions 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, will reduce emissions from traffic delay.
EMP FOR AIR ENVIRONMENT DURING OPERATION PHASE:
To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational phase of the
Colony, following measures are recommended for implementation:
DG set emission control measures
Vehicular emission controls and alternatives
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Landscape development
Diesel Generator Set Emission Control Measures
Adequate stack height will be maintained to disperse the air pollutants generated from the operation of
DG set to dilute the pollutants concentration within the immediate vicinity. Hence, no additional emission
control measures have been suggested.
Vehicle Emission Controls and Alternatives
During construction, vehicles will be properly maintained to reduce emission. As it is a residential plotted
colony along with group housing, vehicles will be generally having “PUC” certificate.
Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at the site to
encourage non-polluting methods of transportation.
Landscape Development
Tree plantation is one of the preferred methods to mitigate air and noise pollution. Plants serve as a sink
for pollutants, act as a barrier to break the wind speed as well as allow the dust and other particulates to
settle on the leaves. It also helps to reduce the noise level at large extent. Table given in green area
indicates various species of the trees that can be used to act as a barrier.
EMP FOR NOISE ENVIRONMENT DURING CONSTRUCTION PHASE:
To mitigate the impacts of noise from construction equipment during the construction phase on the site,
the following measures are recommended for implementation.
Time of Operation: Noisy construction equipment would not be allowed to use.
Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on shift
basis. Hearing protection such as earplugs/muffs will be provided to those working very close to the noise
generating machinery.
EMP FOR NOISE ENVIRONMENT DURING OPERATION PHASE:
To mitigate the impacts of noise from diesel generator set during operational phase, the following
measures are recommended:
Adoption of Noise emission control technologies
Landscape development
BLUE BINS
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VILLAGE- MOHMMADPUR GUJJAR & SOHNA,
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Noise Emission Control Technologies
It would be ensured that the manufacturer provides acoustic enclosure as an integral part along with the
diesel generators set. Further, enclosure of the services area with 4 m high wall will reduce noise levels
and ensure that noise is at a permissible limit for resident of the site and surrounding receptors.
EMP FOR ECOLOGICAL ENVIRONMENT DURING CONSTRUCTION PHASE:
Construction activity changes the natural environment. But residential plotted colony also creates a built
environment for its inhabitants. The project requires the implementation of following choices exclusively
or in combination.
Restriction of construction activities to defined project areas, which are ecologically sensitive
Restrictions on location of temporary labor tents 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 if present in and around the project site for
cooking, burning or heating purposes by the labors will be prohibited and suitable alternatives for
this purpose will be made
Along with the construction work, the peripheral landscape development with tree plantation would
be developed with suggested native plant species, as they will grow to a full-fledged covered at the
time of completion.
EMP FOR ECOLOGICAL ENVIRONMENT DURING OPERATION PHASE:
Improvement of the current ecology of the project site will entail the following measures:
Plantation and Landscaping
Landscape development with tree plantation
Park and Avenue Plantation
The section below summarizes the techniques to be applied to achieve the above objectives:
Plantation and landscaping
Selection of the plant species would be done on the basis of their adaptability to the existing geographical
conditions and the vegetation composition of the forest type of the region earlier found or currently
observed.
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Tree plantation Plan
The plantation matrix adopted for the tree plantation includes pit of 0.3 m × 0.3 m size with a spacing of 2
m x 2 m. In addition, earth filling and manure may also be required for the proper nutritional balance and
nourishment of the sapling. It is also recommended that the plantation has to be taken up randomly and
the landscaping aspects could be taken into consideration.
Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are for
the landscape development with tree plantation. In addition creepers will be planted along the boundary
wall to enhance its insulation capacity.
Selection of Plant Species for Tree Plantation
The 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. The species should be fast growing and providing optimum penetrability
2. The species should be wind-firm and deep rooted
3. The species should form a dense canopy
4. As far as possible, the species should be indigenous and locally available
5. Species tolerance to air pollutants like SO2 and NOx should be preferred
6. The species should be permeable to help create air turbulence and mixing within the belt
7. There should be no large gaps for the air to spill through
8. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces
9. Ability to withstand conditions like inundation and drought
10. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)
11. Attractive appearance with good flowering and fruit bearing
12. Bird and insect attracting tree species
13. Sustainable green cover with minimal maintenance.
Parks and Avenue Plantation
Parks and gardens maintained for recreational and ornamental purposes will not only improve the
quality of existing ecology at the project site but also will improve the aesthetic value.
Avenue Plantation
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1. Trees with colonial canopy with attractive flowering
2. Trees with branching at 7 feet and above
3. Trees with medium spreading branches to avoid obstruction to the traffic
4. Fruit trees to be avoided because children may obstruct traffic and general movement of public.
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 the region. The Social Management Plan residential plotted
colony project focuses on the following components:
Income Generation Opportunity during Construction and Operation Phase
The project would provide employment opportunity during construction and operation phase. There
would also be a wide 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 will provide for preferential employment of local people
Conditions of employment would address issues like minimum wages and medical care for the
workers. Contractors would be required to abide to employment priority towards locals and abide
by the labor laws regarding standards on employee terms and conditions.
Improved Working Environment for Employees
The project would provide safe and improved working conditions for the workers employed at the
facility during construction and operation phase. With the ambience and facilities provided, the
complex will provide a new experience in living and recreations. Following measures would 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
Provision of facilities for nature care and recreation e.g. indoor games facilities
Measures to reduce the incidence of work related injuries, fatalities and diseases
Maintenance and beautifications of the complex and the surrounding road