Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
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CONCEPTUAL PLAN &
ENVIRONMENTAL MANAGEMENT PLAN
INTRODUCTION:
The project involves construction of Affordable Group Housing project comprising of five building
blocks (Tower 1 – 5) constituting of 850 flats and commercial complex along with community hall
and Anganwadi. The project is promoted by Tulsiani Construction & Developers Limited (TCDL).
The project is coming up at Rect No. – 36: Killa nos. 18, 19, 20; Rect No. – 37: Killa nos. – 16/1,
16/2, 24, 25, Village Dhunela, sector-35, Sohna, Gurgaon , Haryana.
The total plot area of the project is 20,234 sq. m., while the net plot area for the project is
19,024.27 sq. m. Total built up area envisaged is 47,900.35 sq. m. The maximum height gained by
the project will be 50 m (upto machine room/ mumty level).
BACKGROUND OF THE PROMOTERS:
TCDL is an Allahabad based company with expertise in design & development of residential &
commercial property. Its resplendent track records are redolent with sustained growth, customer
satisfaction and innovation. The company, have simply one mantra that works at the foundation of
every edifice we build – 'People First'. It is people, their environment, their needs and the quality of
their lives that are vital inputs for our engineering, landscaping or choice of location.
The company is inspired & driven by the entrepreneurial passion of Mr. Anil Kumar Tulsiani &
Shri. Mahesh Kumar Tulsiani. Every department of the company is manned by professionals and
experts, who make the vital difference to the products they deliver. Their thorough knowledge of
the sector in general, capacity to adapt to external changes, willingness to embrace new
technologies and specific knowledge of the market has allowed to develop a growth and expansion
plan which has gradually consolidated upon to the present day. After several successful launches in
Allahabad the company is marking its presence in various locations in India.
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
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LOCATION OF THE PROJECT:
The proposed project is coming up at Sector - -35, Tehsil Sohna, District Gurgaon, Haryana. The
co-ordinates of the site are 28°17.086' N & 77°03.932' E. The project site is adjacent to SH – 13
(Sohna Road). Nearest Railway Station is Garhi Harsaru Railway Station which is approx. 22 km
(NNW). Gurgaon Railway Station is approx. 23 km (N) from the project site. Nearest Airport is
Indira Gandhi International Airport which is approx. 31 km (NNE) from the project site.
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 3
PROJECT DETAILS:
The project will involves the construction of building block with 850 flats
S. No. Particulars Permissible Proposed
1 Total Plot Area 20,234.28 sq. m.
2 Net Plot area 19,024.27 sq. m.
3 FAR 42,424.12 sq. m. 42,125.54 sq. m.
Residential FAR 2.25
41,092.42 sq. m.
2.24
40,909.79 sq. m.
Commercial FAR 1.75
1,331.70 sq. m.
1.60
1,215.75 sq. m.
4 Built-up Area 47,900.35 sq. m.
5 Ground coverage 50%
(9,512.14 sq. m.)
23.40%
(4,451.47 sq. m.)
6. Landscape Area 15% (minimum) 3,804.85sq. m. (20%)
7. Open Surface Parking /
paved area
-- 9882.7 sq. m. (51.94%)
8. Commercial Complex -- 405.25 sq. m. (2.2%)
9. Community Hall & Crèches/
Anganvadi
-- 480.00 sq. m. (2.5%)
PARKING REQUIREMENT:
Parking required (as per the zoning plan) : 0.5 ECU per Dwelling Unit
No. of DUs : 850
Parking Required : 425 ECU
Total ECU provided : 511
Details of parking are given as:
S. No. Details Proposed
ECU
Basis of ECS Area required
(sq. m.)
Area provided
(sq. m.)
1. Open area 395 25 sq. m. 9,875 sq. m. 9,875 sq. m.
2. Basement 116 35 sq. m. 4,060 sq. m. 4,060 sq. m.
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 4
POWER REQUIREMENT:
Power requirement for the proposed project is given as under:
S. No. Description
1. Source of supply 33 kV supply will be from DHBVN supply
2. Connected load 3500 KW
3. DG Sets Number 2
Capacity 1500 kVA (each)
Fuel Used HSD (sulphur content: 0.05%)
Fuel Consumption 603.4 l/hr (301.7 l/hr each)
CRITERIA OF WATER DEMAND:
The daily water requirement for the proposed development will be 640 KLD (fresh water: 403
KLD and the recycled/reused water demand: 237 KLD).
Criteria of water demand are given as under:
S.
No.
Particulars Population Fresh water demand Treated water
demand
Total water
demand
1. Residential 4250 @ 90 LPCD: 383 KLD @45 LPCD: 191 KLD 574 KLD
2. Commercial 122 @ 30 LPCD: 4 KLD @ 15 LPCD: 2 KLD 6 KLD
3. Staff 200 @ 30 LPCD: 6 KLD @ 15 LPCD: 3 KLD 9 KLD
4. Visitors 425 @ 9 LPCD: 4 KLD @ 6 LPCD: 3 KLD 7 KLD
5. Community Hall 100 @ 30 LPCD: 3 KLD @ 15 LPCD: 2 KLD 5 KLD
6. Anganwaadi 80 @ 30 LPCD: 3 KLD @ 15 LPCD: 1 KLD 4 KLD
7. Landscaping -- 25 KLD 25 KLD
8. General washing -- -- 10 KLD 10 KLD
Total 403 KLD 237 KLD 640 KLD
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 5
WATER BALANCE
Fresh
water
403 KLD
Residential
383 KLD
Staff ,Visitors & other
16 KLD
STP treated
water
237 KLD
Flushing
202 KLD
General washing
10 KLD
524 KLD
Waste water
S
T
P
Capacity
625 KLD
Sludge &
evaporation
losses
50 KLD
Drain
237 KLD
Recycled/ reused for flushing, landscaping & general washing
306
3
202
Daily water demand: 640 KLD
{403 KLD (fresh) + 237 KLD (recycled/ reused water)}
Commercial
4 KLD
Landscaping
25 KLD
13
Source: Fresh Water : HUDA Water Supply
Treated Waste water: STP Treated Water
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 6
IDENTIFICATION, PREDICTION AND EVALUATION OF IMPACTS:
Environmental impact can be defined as any alteration of environmental conditions, adverse or
beneficial, caused or induced by the action or set of actions under consideration.
Various operations involved in the project have been studied in details to identify, predict and
evaluate impacts on various environmental components. The identified impacts were quantified
using mathematical models to a possible extent so as to estimate the future environmental scenario.
AIR ENVIRONMENT
Air pollution has long been recognized as a brain storming issue worldwide. The onset of
technological and scientific innovations in various fields and diverse activities of human race for
its elegance have put extra load on the atmosphere by way of releasing air pollutants like
particulate matter (PM10, PM2.5), sulphur dioxide (SO2), oxides of nitrogen (NOX), carbon
monoxide (CO), unburned hydrocarbon (HC) and other organic as well as inorganic pollutants
including trace metals responsible for causing health consequences. Entry of pollutants into the
atmosphere occurs in the form of gases or particles. Continuous mixing, transformation and trans-
boundary transportation of air pollutants make air quality of a locality unpredictable. The growth
of population, industry and number of vehicles and make the problem of air pollution still worse.
Rapid industrialization and vehicular traffic especially in the urban areas of India is a great threat
to air quality.
CONSTRUCTION PHASE:
SOURCES OF POLLUTION:
A. Vehicular Exhaust:
The major source of pollution in construction phase will be vehicles carrying construction
material. Pollution load from the same is calculated as :
Pollution Load = No. of trucks × Emission Factors × Deterioration Factor
Due to movement of average 05 trucks short term pollution load is given in table:
Parameter Emission Factor
(g /km)*
Deterioration Factor
(g /km)*
Pollution Load
(g/km)
CO 4.5 1.33 29.92
NOx 1.21 1 6.05
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 7
SPM 0.8 1.595 6.38
SO2 0.15 1 0.75
HC 1.21 1 6.05
* Source : CPCB Publication, 1998
B. Emissions from Construction equipments:
The fugitive dust emission sources are:
• Haul road movements
• Construction
• Material Handling
• Finishing
Emissions factors for construction equipment are given in table below:
Equipment Emissions Factors (g/hr)
CO VOC NOX SOX PM10
Backhoe/ Front end loader 190.05 56.69 370.13 1.58 37.64
Rubber tired crane 161.02 39.00 464.02 2.67 23.58
Hydraulic Crane 161.02 39.00 464.02 2.67 23.58
Concrete Vibrator 72.57 13.60 122.46 0 4.53
Paving Equipment 186.42 48.53 412.31 1.95 29.93
Roller/ Compactor 165.10 34.92 316.15 1.90 23.13
*Source: SCAQMD CEQA Hanbook
MITIGATION MEASURES:
S. No. Guidance on Practices to reduce emission
1. Water Application Water will be applied by variety of methods, for instance trucks, hoses,
sprinklers, etc to mitigate dust generation from the construction site.
2. Dust Suppressants Dust suppressants which are more effective than water, will be applied
judiciously. Common dust suppressants viz.
• Liquid polymer emulsions; Agglomerating chemicals; Chloride salts
3. Design • Travelled distances will be minimized for delivery of materials
• Green building materials viz. PPC cement, RMC’s, etc. will be used to
the best possible extent.
4. Storage Piles • Storage pile activity will be conducted downwind
• Enclosures/ coverings will be used for storage piles
• Properly shape storage piles will be considered.
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 8
5. Vehicles &
Equipments
• Engines & exhaust systems will be properly maintained.
• Low sulphur diesel (HSD) will be used.
• Idling time will be eliminated/ reduced to the maximum
• Evaporative losses will be minimized
6. Material Handling
& Transfer
systems
• Mud and dirt track-out and carryout will be controlled properly.
• Material drop will be minimized at the transfer point and enclosure
• Foam suppression systems will be utilized.
• Loads on haul trucks will be secured.
• PM emissions from spills will be prevented.
• Material handling operations will be minimized.
7. Road Surfaces • On-site vehicle restrictions will be established.
• Unpaved roads will be properly maintained.
AMBIENT AIR QUALITY DATA:
Details of monitoring report are given as under:
Ambient air monitoring report
Instrument used: Respirable Dust Sampler (SLE-RDS 103 & SLE-GA 133) & Fine Particle Sampler APM 550)
Sampling date: 15-16.12.2014, Duration: 24 hrs.
S. No. Parameter Results Units NAAQS 2009
1. Particulate Matter (PM10) 69.5 µg/m3 100.0
2. Particulate Matter (PM2.5) 40.2 µg/m3 60.0
3. Sulphur dioxide (as SO2) 11.5 µg/m3 80.0
4. Nitrogen Dioxide (as NO2) 28.7 µg/m3 80.0
5. Carbon Monoxide (as CO) <1.15 ppm 1.4
6. Lead (as Pb) <0.1 µg/m3 1.0
7. Nickel as Ni <15.0 ng/m3 20.0
8. Arsenic (as As) <5.0 ng/m3 6.0
9. Ozone (as O3) <10.0 µg/m3 180.0
10. Ammonia (as NH3) <20.0 µg/m3 400.0
11. Benzene (as C6H6) <1.0 µg/m3 5.0
12. Benzo (alpha) Pyrine-Particulate
Phase only
<1.0 ng/m3 1.0
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 9
MANAGEMENT PLAN
SOURCES MANAGEMENT
• Exhaust from D.G. sets • DG sets conforming to the CPCB standards will be deployed.
• D.G. sets will be provided with effective stack height above the roof of
DG house.
• Low-sulphur-content fuel (HSD - Sulphur content 0.05%) will be used.
• Emission due to
vehicular exhausts
especially congestions
during peak traffic hours.
• Sufficient width of driveways to ensure smooth traffic movements.
• Provisions of fully internalized parking.
• Guided traffic ways within the project site.
• Speed humps will be installed for speed restrictions inside the project
area.
WATER ENVIRONMENT:
GROUND WATER ANALYSIS REPORT*
Date of sampling: 16.12.214 Location: Project site
Parameter Results Complete Test as Per IS :10500-1991
Desirable Limit Permissible Limit
Physical Parameters
Colour, Hazen Units <5.0 5 Max 25 Max
Odour Agreeable Agreeable -
Turbidity <1.0 1.0 5.0
pH value (at 210C) 7.43 6.5 - 8.5 -
Chemical Parameters
Total Hardness as CaCO3 1240 200 mg/l 600 mg/l
Calcium( as Ca), mg/l 240 75 mg/l 200 mg/l
Iron (as Fe), mg/l <0.1 0.3 mg/l 1.0 mg/l
Chloride (as Cl), mg/l 982.3 250 mg/l 1000 mg/l
Residual Free Chlorine, mg/l <0.2 0.2 1
Fluoride (as F), mg/l <0.1 1.0 1.5
Total Dissolved solids, mg/l 2580 500 mg/l 2000 mg/l
Magnesium (as Mg), mg/l 152.2 30 mg/l 100 mg/l
Copper (as Cu), mg/l <0.01 0.05 mg/l 1.5 mg/l
Manganese as Mn <0.1 0.1 mg/l 0.3 mg/l
Sulphate (as SO4), mg/l 329.8 200 mg/l 400 mg/l
Nitrate (as NO3), mg/l 42.9 45.0 mg/l No relaxation
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
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Phenolic compounds, mg/l <0.001 0.001 mg/l 0.002
Mercury(as Hg), mg/l <0.001 0.001 mg/l No relaxation
Selenium(as Se),mg/l <0.005 0.01 No relaxation
Arsenic (as As), mg/l <0.005 0.01 No relaxation
Cyanide(as Cn),mg/l <0.05 0.05 No relaxation
Lead( as Pb), mg/l <0.005 0.05 No relaxation
Zinc (as Zn),mg/l <0.05 5 15 mg/l
Chromium (as Cr),mg/l <0.05 0.05 No relaxation
Alkalinity (as CaCO3), mg/l 380 200.0 mg/l 600 mg/l
Aluminum (as Al), mg/l <0.01 0.03 mg/l 0.2 mg/l
Boron (as B), mg/l 0.25 1.0 mg/l 5 mg/l
Cadmium(as Cd), mg/l <0.001 0.01 No relaxation
Anionic detergents (as MBAS), mg/l <0.05 0.2 1 mg/l
CONSTRUCTION PHASE:
SOURCES MANAGEMENT
• Generation of sewerage • Temporary septic tank followed by soak-pit will be provided.
• Significant water
demand for construction.
• Curing water will be sprayed and after liberal curing all concrete
structures will be covered with gunny bags this will conserve water.
• There will be provision of using polymer dispersion and air entraining
agents to reduce the water demand for construction.
• Unsanitary conditions
during rainy season.
• The civil contractor will be made responsible for site sanitation and will
be bound by the management to adhere to healthy level of sanitation.
• There will be no stagnant water at site, as the runoff from the relevant
areas will be systematically drained into the storm water line. There
will be provision of cleaning the storm water line periodically.
POST CONSTRUCTION PHASE:
Daily fresh water demand will be 403 KLD (1,47,095 cu. m./annum). The fresh water demand will
be met from municipal water supply.
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 11
A. WATER CONSERVATION TECHNIQUES:
Following water conservation techniques have been proposed for the project:
• Dual plumbing system will be adopted to utilize the treated waste water for flushing (202
KLD), landscaping (25 KLD) and general washing (10 KLD). This will help in reducing
the fresh water demand by 37%.
• Landscape design & management of irrigation systems:
o Drought tolerant species will be selected.
o Turfs will be avoided to the extent possible.
o Sprinkler landscaping system will be used to conserve water
B. WASTE WATER GENERATION AND TREATMENT:
Approximate 524 KLD waste water will be generated which will be treated in STP of
capacity 625 KLD. Physico chemical characteristics of influent and effluent are given as:
Parameters Influent Treated effluent
pH 7.5 - 8.5 7 - 8
Suspended solids 200- 225 mg/l <50 mg/l
BOD 200 - 250 mg/l <30 mg/l
COD 350 - 400 mg/l <60 mg/l
Oil & Grease 20-25 mg/l <5 mg/l
Coliform (CFU /100 ml) 103- 10
5 50-500 or less
The Sewage Treatment Plant will be designed to treat a sewage quantity of 524 cu.m./day.
C. MONITORING THE WATER USAGE
Water meters will be installed for the following:
o Potable water consumption
o Landscape water consumption
o Hot water consumption through solar systems, at building level
o Treated waste water consumption
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 12
STORM WATER MANAGEMENT:
Construction phase:
Contaminant Sources Impact Mitigation
Sediment &
Floatables
Streets, lawns, driveways,
roads, construction
activities, etc.
During construction, sediment fencing or other erosion
control devices will be used to mitigate the short-term
adverse impacts of sedimentation.
Oil & Grease Roads, driveways, parking
lots etc.
Oil & Grease trap will be provided to remove oil &
grease, suspended matter, and ensure the quality of water.
Post Construction Phase:
a. Design Considerations:
For good design of rainwater harvesting, following points are to be kept under consideration:
• Ideal location with good ground slope.
• The location has adequate subsurface permeability of the aquifer to accommodate maximum
recharge of rainwater through injection well.
• Rate of filtration should exceed average rainfall intensity.
• Clogging of filtration media should be cleaned periodically.
• Ground water pollution does not take place.
b. Baseline:
The average annual rainfall (based on last 10 years rainfall data) is 541 mm.
c. Calculation of No. of RWH Structures:
The rain water harvesting structures are calculated on the basis of peak intensity of rainfall
recorded as 45 mm/hr considering 15 minutes of peak rainfall. The same has been done to
avoid flooding of the area.
S.
No
Type of
Structure/ Surface
Area [A]
(sq. m.)
Run off
Coefficient
[C]
Intensity
of rainfall
(m/hour) [I]
Total discharge
[Q = CIA]
(m3/hr)
1. Roof Top 4,451.47 0.9 0.045 180.28
2. Landscape 3,804.85 0.3 0.045 51.36
3. Paved 10,767.95 0.75 0.045 363.41
Grand Total (1-3) 19,024.27 595.05
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
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Total Rain Water Flow : 595.05 m3/hr
Considering 15 minutes of peak rainfall,
Runoff volume : 148.76 m3
Volume of each pit : 27 m3 (3 m x 3 m x 3 m)
Total no. of rain water harvesting pits required : Total run-off volume/volume of each pit
= 148.76/27
= 5.50 say 6 nos.
Therefore, 6 Nos. rain Water Harvesting pit of size 3 m length x 3 m width x 3 m depth with PVC
slotted pipe upto minimum depth of 30 m.
d. Design of Rain Water Harvesting Structure:
The dimensional parameters of Desilting/Settlement chamber would be 3 m (length) x 3 m
(width) x 1.30 (depth). In Desilting chamber, 0.30 m depth below outflow is kept for silt
deposition. The filtration tank dimension would be 3 m (length) x 3 m (width) x 1 m (depth)
with 0.15 m dia recharge well of 30 m depth depending upon the formation for recharge in
aquifer through vadose zone. Each structure will be capable of handling rainwater volume @
27 m3/day and such structures will accommodate up to total rainfall volume of 148.76 m3 in
any rainfall event at peak rainfall occurrence. 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. Proposed 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.
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 14
e. Calculation of annual recharge:
S.
No
Type of
Structure/ Surface
Area [A]
(sq. m.)
Run off
Coefficient
[C]
Intensity
of rainfall [I]
(m/annum)
Total discharge
[Q= CIA]
(m3/ annum)
1. Roof Top 4,451.47 0.9 0.541 2167.42
2. Landscape 3,804.85 0.3 0.541 617.52
3. Paved 10,767.95 0.75 0.541 4369.09
Grand Total (1-3) 19,024.27 7154.03 say 7,200
Total Annual Recharge to Ground Water Regime of the area through rainwater harvesting structure
would be 7,200 m3/ annum.
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 15
SOIL ENVIRONMENT:
SOIL ANALYSIS
Location: Project Site ; Date of sampling: 16.12.2014
S. No. Parameter Units Results
1. pH (1: 2.5 Suspension) - 6.83
2. Conductivity (at 250 C) µS 392
3. Water Holding Capacity % by mass 42.7
4. Bulk density gm/cc 1.19
6. Sodium available (as Na) mg/kg 154.2
7. Potassium available (as K) mg/kg 130
8. Organic matter % by mass 0.48
9. Total Kjehldal Nitrogen mg/kg 934.7
10. Phosphorous (as P) mg/kg 96.2
11. Zinc (as Zn) mg/kg 18.5
12. Moisture content % by mass 12.8
13. Iron (as Fe) % 0.024
14. Lead as Pb mg/kg <1.0
15. Copper (as Cu) mg/kg <1.0
16. Cation exchange capacity meq/100gm 8.69
CONSTRUCTION PHASE:
• The solid waste generated during construction phase will be excavated soil which will be
reutilized within the project site.
• About 1054 MT of the construction waste will be generated. Details of the same is given as
under:
S. No. Particulars Approx. Qty, (MT) Disposal
1. Wood 506 Sold to vendors
2. Dry Wall 211 Disposal site.
3. Concrete 95 Disposal site.
4. Metal Scrap 21 Sold to vendors
5. Cardboard 158 Sold to vendors
Project : “Affordable Group Housing Project” Conceptual Plan &
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6. Plastics 21 Sold to vendors
7. Electronic Scrap 21 Disposal site.
8. Misc.(Paint, Ceramic etc) 21 Disposal site.
POST CONSTRUCTION PHASE:
The solid waste generated from the project considering full occupancy will be mainly domestic
waste and estimated quantity of the same will be approx 2296 kg/day.
S.
No Description No. of Persons
Total Solid Waste
Generation (Kg/day)
1. Residential 4,250 Persons (@ 0.5 kg/person/day) 2,125.0
2. Floating 213 Persons (@ 0.25 kg/person/day) 53.25
3. Visitors 425 persons (@ 0.1 kg/person/day) 42.5
4. Community Hall 100 persons (@ 0.25 kg/person/day) 25.0
5. Crèches/Anganvadi 80 persons (@ 0.25 kg/person/day) 20.0
6. Commercial Complex 122 persons (@ 0.25 kg/person/day) 30.5
7. Landscape waste (0.94 m2) 0.2 kg/acre/day 0.19
Total 2296.44 say 2,296
kg/Day
The solid waste generated will be first segregated as plastic, glass, paper, and other waste separately
and disposed off as per MSW Rules.
Project : “Affordable Group Housing Project” Conceptual Plan &
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S. No. Bins Particulars Quantity Treatment Disposal
1. Green
(households)
Compostable waste
• Kitchen waste
• Garden waste
1837 kg/day No in-situ treatment.
Collected and stored
at designated places.
Will be sent to
municipality
disposal sites.
2. Dark grey
bins
(households)
Non – biodegradable +
recyclable waste:
• Plastics
• Metal cans
• Glassware
• Misc.
302 kg/day
• 248 kg/day
• 12 kg/day
• 30 kg/day
• 12 kg/day
No in-situ treatment.
Collected and stored
at designated places.
Will be sent to
municipality
disposal sites.
3. Blue
(households)
Paper waste
• Paper
• Newspaper
• Cardboards
• Packing material
157 kg/day
Efforts to recycle to
the best possible
extent.
Will be collected on
daily basis.
Sent to the vendors
for recycling.
Source: Seemann, 06
ENERGY CONSERVATION CALCULATIONS:
• Total External light load can be reduced by 50% by the use of solar lighting system.
• 20% of the hot water requirements will be met through solar hot water generators.
• Lift load can be reduced by 23% by use of VF drives.
• VRF (Variable refrigerant flow) air conditioning system will be used for the project in which
inverter compressor technology is used thus reducing power consumption in part load
conditions. It is a centralized system, has higher COP (3.7) as compared to Split AC System
(3.0).
• CFC/HCFC free refrigerant will be used.
• Transformer losses shall be as per ECBC-2008. Voltage shall be improved in the system
through OLTC proposed to be provided with Transformer.
• Power factor shall be maintained 0.95 or higher. This will reduce electrical power
distribution losses in the installation.
Project : “Affordable Group Housing Project” Conceptual Plan &
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P a g e | 18
• Provision of LED lighting over T5 fluorescent lighting.
• All capacitors will be provided with Harmonic Filters to avoid distortion in Voltage.
• Automatic Power Factor correction panel with capacitor will be used for Common Load &
Fixed Capacitor for Transformer to minimize the losses.
• Insulation of exposed walls and roof will be done to minimize heat gains inside the building.
This will help to reduce the air conditioning demand of the buildings.
• Emphasis will be given on low maintenance, low wattage and longer life in selection of chokes
and lamps for all common area and external light fixtures.
LIGHT & ELECTRICITY DETAILS:
RECOMMENDED LUX LEVELS:
The recommended values of illumination (in Lux) as per the National Building Code of India
(2005) are as under:
S. No. Space Illumination Level (Lux)
i. Entrance 150-200-300
ii. Lifts 50-100-150
iii. Corridor, passageways, stairs 50-100-150
iv. Covered car par
• Floor
• Ramp and Corner
• Entrance and exits
5-20
30
50-100-150
v. Outdoor car park 5 – 20
EXPENDITURE ON ENVIRONMENTAL MEASURES:
S. No. Particulars Capital Cost Annual recurring cost
1. Acoustic enclosures & stack attached to DG sets 6 lacs 1 lacs
2 STP 75 lacs 6 lacs
3 Rain water harvesting 18 lacs 1 lacs
4 Solid waste management 10 lacs 1 lacs
Project : “Affordable Group Housing Project” Conceptual Plan &
Environmental Management Plan Promoter : Tulsiani Construction & Developers Limited
P a g e | 19
5 Pollution monitoring -- 1.5 lacs
6 Fire fighting & emergency handling 50 lacs 1 lacs
7 Green Belt 15 lacs 2 lacs
8 Training in the area of environment &
occupational health.
1 lacs 1 lacs
TOTAL 175 Lacs 14.5 Lacs
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