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1.0 GENERAL INFORMATION
1.1 Introduction
M/s Ambattur Realty Pvt Limited is one of the leading developers in Tamil Nadu have
proposed and constructed a residential building at periyar Salai street, Annal Ambedkar
Nagar, Perungudi Village, Sholinganallur Taluk and Kanchipuram District. Earlier we have
submitted our application to SEIAA, Tamil Nadu dated 25.07.2013. Environmental
Clearance has not been granted by SEIAA and the application has been delisted due to
starting of construction at site without obtaining prior environmental clearance in violation
of EIA Notification, 2006. As per the recent notification on the regularization of violation
cases dated 14th March 2017, we would like to submit our proposal with the total built up
area of 29417.90 Sqm, for Environmental Clearance to the Ministry of Environment, Forests
and climate change for the said project.
1.2 Contact details of the Project Proponent
Name & Contact Address:
Mr. Sunil u Lulla
Director
M/s. Ambattur Realty Pvt. Limited
B12, Industrial Estate, Ambattur,
Chennai - 600058
T: 044 - 26357811
1.3 Land Description
The area of the plot is 13821.64 Sqm. It was a vacant land and is converted for residential
building. As per CMDA Master Plan, the proposed site is classified under Primary
Residential Use. Site is having flat terrain and soil quality of the land is fertile in nature. It
has the capacity to absorb rainfall. The project site is located at 12° 58'00"N latitude and 80°
14' 4"E longitude. The site is located adjacent to Periyar Salai Street Road. The site is
situated in Perungudi Village, Sholinganallur Taluk and Kanchipuram District. The
environmental settings of the site are given below:
Table 1: Details of Environmental Setting
S. No. Particulars Details
1. Latitude 12° 58'00"N
2. Longitude 80° 14' 4"E
3. Total Plot Area 13821.64 Sqm
4. Nearest Highway Rajiv Gandhi Salai SH 49A
5. Nearest Railway Station Perungudi Station ( 1 Km, N )
6. Nearest Airport Chennai International airport ( 7.8 km, NW)
7. Nearest Harbor Chennai Port (22 km, N)
1.4 Project Survey nos.
S. No. 36/15 Perungudi village, Sholinganallur Taluk and Kanchipuram District.
Land use map and Land ownership documents are enclosed in Annexure – IV.
1.5 Local Regulation applicable for township and Area development
We are following the regulations of Chennai Metropolitan Development Authority (CMDA)
as per Second Master Plan of Chennai Metropolitan Area 2026 -Volume II Development
Regulations.
1.6 Litigation(s) pending against the proposed project and /or any directions or orders
passed by any court of law/any statutory authority against the project is to be
detailed out
Litigations against the project. - NONE
2.0 PROJECT DESCRIPTION
M/s. Ambattur Realty Pvt. Limited constructed residential building in Perungudi village,
Sholinganallur Taluk and Kanchipuram District in the state of Tamil Nadu. Total Plot area is
13821.64 sqm. The total built-up area of the proposal is 25658.98 Sqm.
Salient Features of the project:
Particulars Details
Project Name Falling Waters
Location Perungudi village, Sholinganallur Taluk
Kanchipuram District, Tamil Nadu.
Type of project Residential development
Total Plot Area 13821.64 Sqm
Total Built up area 29417.90 Sqm
OSR 1382.32 Sqm
Ground coverage 3144 Sqm
Road & pavements 5007 Sqm
Green Belt 2414 Sqm
Surface parking area 1247.32 Sqm
STP, Solid Waste Disposal and Other
Utilities Area 627 Sqm
Number of Blocks/floors
5 blocks with stilt + 9 floors and a club house G+
2 floors
Building Height 33.5 m
Road Periyar Salai Street Road
Nearest Railway Station Perungudi Station (1 Km, N )
Nearest Airport Chennai International airport ( 7.8 km, NW)
Nearest Harbor Chennai Port ( km, N)
Nearest Town Perungudi
Parking facilities Cars – 236
Two wheelers - 224
Power requirement 3658.56 kva
Source of power TNEB
Power backup 4 No. of 62.5KVA
1 No. of 82.5KVA
1 No. of 160 KVA
Water requirement Total water requirement: 151
Fresh water: 98
Recycled water: 53
Water Source CMWSSB
Estimated population
1023 persons
Project cost Rs. 76.01 crores
2.2 Man power requirement:
Local labors from nearby areas have been deployed for the project work and there is no
labor camp. Nearly 200 - 300 skilled and unskilled laborers employed during peak
construction period.
2.3 Land Use Area Break up:
Table 2: Land use Break up
Description Area in (Sqm)
a) Total Land Area 13821.64
b) Total Ground Coverage Area of Buildings (22.74%) 3144
c) Roads and Pavements Area (36.22%) 5007
d) Surface Parking Area (if any) (9.02%) 1247.32
e) STP, Solid Waste Disposal and Other Utilities Area (4.5%) 627
f) Landscape Area (excluding OSR & Terrace garden) (17%) 2414
g) OSR Area (10%) 1382.32
Built-up Area Breakup:
Block – A:
FLOOR FSI Area Non FSI Area Parking Dwelling
Units
1 FLOOR 537.18 35.47 3
2 FLOOR 535.6 41.57 4
3 FLOOR 557.87 42.7 4
4 FLOOR 535.6 41.57 4
5 FLOOR 557.87 42.7 4
6 FLOOR 535.6 41.57 4
7 FLOOR 557.87 42.7 4
8 FLOOR 535.6 41.57 4
9 FLOOR 501.44 39.88 2
TOTAL 4854.63 369.73 33
Block B:
FLOOR FSI Area Non FSI Area Parking
1 FLOOR 522.33 32.47 3
2 FLOOR 520.77 38.58 4
3 FLOOR 531.64 39.15 4
4 FLOOR 520.82 38.58 4
5 FLOOR 531.64 39.15 4
6 FLOOR 520.82 38.58 4
7 FLOOR 531.64 39.15 4
8 FLOOR 520.82 38.58 4
9 FLOOR 472.4 38.77 2
TOTAL 4672.88 343.01 33
Block C:
FLOOR FSI Area Non FSI Area Parking
1 FLOOR 537.66 34.99 3
2 FLOOR 535.6 41.57 4
3 FLOOR 557.87 42.7 4
4 FLOOR 535.6 41.57 4
5 FLOOR 557.87 42.7 4
6 FLOOR 535.6 41.57 4
7 FLOOR 557.87 42.7 4
8 FLOOR 535.6 41.57 4
9 FLOOR 501.44 39.88 2
TOTAL 4855.11 369.25 33
Block D:
FLOOR FSI Area Non FSI Area Parking
1 FLOOR 520.61 27.7 3
2 FLOOR 516.97 31.34 4
3 FLOOR 531.15 31.06 4
4 FLOOR 516.97 31.34 4
5 FLOOR 531.15 31.06 4
6 FLOOR 516.97 31.34 4
7 FLOOR 531.15 31.06 4
8 FLOOR 516.97 31.34 4
9 FLOOR 454.57 27.58 2
TOTAL 4636.51 273.82 33
Block E:
FLOOR FSI Area Non FSI Area Parking
1 FLOOR 431.49 17.96 6
2 FLOOR 431.49 17.96 6
3 FLOOR 431.49 17.96 6
4 FLOOR 431.49 17.96 6
5 FLOOR 431.49 17.96 6
6 FLOOR 431.49 17.96 6
7 FLOOR 431.49 17.96 6
8 FLOOR 431.49 17.96 6
9 FLOOR 431.49 17.96 6
TOTAL 3883.41 161.64 54 Club House:
FLOOR FSI Area Non FSI Area Parking
1 FLOOR 534.34
2 FLOOR 189.52 82.22
3 FLOOR 271.14
TOTAL 995.6 82.22
Total Built up Area:
FLOOR FSI Area
Sqm Non FSI
Sqm Parking
Sqm
TOTAL BUILT UP AREA Sqm
Stilt Floor
161.17 3758.92 3920.09
Block A 4854.63 369.73
5224.36
Block B 4672.88 343.01
5015.89
Block C 4855.11 369.25
5224.36
Block D 4636.51 273.82
4910.33
Block E 3883.41 161.64
4045.05
Club House 995.6 82.22
1077.82
TOTAL 23898.14 1760.84 3758.92 29417.90
2.4 Occupancy Details
The proposed development can accommodate 1777 persons and the details are given below.
S.No Project Components Total Apartments Occupancy
load
1 Residential units 186 930
2 Visitors & Maintenance staff 10% of Resident population 93
Total Occupancy 1023
2.5 Source of Water and Consumption
During Construction Phase: Total water requirement during the construction phase is 80 -
100 KLD, which was sourced through tanker supply.
During Operation Phase: Total water requirement estimated during the operation phase will
be 151 KLD of which daily fresh water requirement for domestic use will be 98KLD. Source of
fresh water supply is CMWSSB.
Flushing water requirement = 45 KLD (STP treated water)
Gardening water requirement = 8 KLD (STP treated water)
CMWSSB Sewer line = 54 KLD (STP treated water)
Water Requirement
The total water requirement during operation is 151 KLD. The wastewater generation from
the project is estimated to be about 113 KLD. During operational phase the sewage
generated will be treated in the proposed STP of 120 KLD. The treated water will be
recycled for flushing, gardening and the remaining will be disposed to CMWSSB sewer line.
The estimation of water requirement and the water balance chart is shown in table below:
Table 7: Water Requirement and Water Balance - Occupancy Load Calculation
Project Components
Total Apartments
Occupancy load Total Water
Requirement (lpd)
Domestic water
Requirement (lpd)
Flushing water
Requirement (lpd)
Residential occupancy
186 930
(5 person/unit)
125550 83700 41850
( 135lpcd) (90 lpcd) (45 lpcd)
Visitors & Maintenance staff 93 4185 1395 2790
10% of total resident
population ( 45 lpd) (15 lpd) (30 lpd)
Total 129735 85095 44640
Fresh water requirement for daily swimming pool top up 13000
Water requirement for Gardening purposes based on the Gardening area 2414 Sqm (@ 3.5 litres/Sqm) 8449
Total water requirement 151 KLD
Water Requirement Summary
Total Water Requirement = 151 KLD Fresh water requirement for domestic purposes = 85 KLD Treated water requirement for Flushing purposes = 45 KLD Treated water requirement for Gardening purposes = 8 KLD Water requirement for swimming pool top up = 13 KLD Water Balance:
68 KLD
Gardening
8KLD 8 KLD
54 KLD
CMWSSB
Sewer line
54 KLD
Domestic (NF)
85 KLD
Flushing
45KLD
STP
120 KLD
Daily Fresh Water Requirement
98 KLD
113 KLD
45 KLD
107 KLD 45 KLD
Swimming pool
top up
13 KLD
2.6 Power Requirement
The estimated power requirement during operation phase is about 3658.60 kVA and it will
be sourced from the nearby TNEB grid which will be distributed through the transformers
within project premises. For emergency purposes, it is proposed to use DG sets of following
capacities:
4 No. of 62.5KVA 1 No. of 82.5KVA 1 No. of 160 KVA
2.7 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.
The excavated material such as topsoil and stones stacked for reuse
Excavated top soil stored in temporary constructed soil bank and will be reused for
landscaping of the proposed Residential plotted colony project.
Remaining soil shall be utilized for refilling / road work / rising of site level at
locations.
Table 10: Typical Solid Waste Sources and Quantity of Generation during
Construction
S. No. Sources of waste Type of waste Quantity
1 Sand, concrete, gravel, stone,
bricks, plastic, metal and glass Non-Biodegradable
Generation at the rate
40-50 kg/Sqm of
construction area 2 Paper and wood Biodegradable
Construction
Waste
Construction
Waste, Broken
bricks, waste
plaster
Empty cement
bags, containers
etc.,
Excavated Soil
Used in re- filing,
raising site level
Sold to agency for
recycling
Topsoil conserved
for landscaping,
balance used in re-
filling
Operation Phase:
Municipal Solid waste:
As the proposed project is a residential building, the solid waste envisaged during its operation
phase includes waste papers, paper cups & plates, kitchen waste and plastic wastes. As per the
manual on municipal solid waste prescribed by Central Public Health and Environmental
Organization (CPHEEO), the quantity of solid waste generated varies between 0.2 to 0.6 kg/
capita/day. Quantity of solid waste generated from the proposed residential building is given
below:
Table 11.1: Solid waste calculation
S.No Project
Components Occupancy
load Per Capita generation
Total solid Waste
generation Kg/day
Total Bio Degradable
Waste generation
Kg/day
Total Non Bio
Degradable Waste
generation Kg/day
1 Residential 930 0.6 558 334.8 223.2
2 Visitors & Maintenance staff
93 0.2 18.6 11.2 7.4
Total Waste Generation in Kg/day 576.6 345.96 230.64
Per capita waste generation for residential are 0.6 kg / capita / day and for other working
population it is 0.2 kg/capita/day.
Source: Central Public Health and Environmental Engineering Organization (CPHEEO),
S.No Description Quantity
(Tons/day) Mode of treatment / disposal
1 Biodegradable waste 0.345 Will be disposed through organic waste
converter
2 Non biodegradable
waste 0.230
Sent to authorized recyclers or local bodies
for disposal
2.8 Parking requirement
Details No. of Car parks No. Of Two
Wheeler Parks
Stilt 144 224
Surface parking 92 -
Total Parking Required as per CMDA 187 183
Total parking provided 236 224
Traffic Management Plan at the Entry & Exit to the Project Site:
The project will have access through Periyar Salai street road. Internal roads of 9.0 m wide will be
provided within the site for smooth movement of vehicles. The parking plan & traffic circulation
plan showing the entry and exit and the internal circulation is given in Site plan.
2.9 Type of building material to be used
Following 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. CLC fly ash blocks
9. PPR (ISI marked)
10. P.V.C. conduit
12. MDS, MCBs
13. PVC rain water down take
14. Joinery hardware- ISI marked
15. PVC waste water lines
16. S.W. sewer line up to main sewer
2.10 Environmental Liability of the site
Project site once developed is a vacant land. Hence the land is not polluted and it is suitable for
residential development.
2.11 Existing Structure/Type of Material Demolition Debris etc
Project site is a vacant land and there is no demolition/debris management involved during
construction.
2.12 Essential Topo sheets/Maps to be provided with ToR application
Google maps covering 1 km, 5 km and 10 km radius are enclosed in Annexure
2.13 Digital Elevation Model/ Contour Map
Contour Map is enclosed in Annexure - IV. Details of environmentally sensitive places, wind pattern
will be included in the EIA Report.
Detailed layout plan of proposed project development, approach roads, landscape, sewage disposal
facilities and waste disposal etc., will be given. Lay out plan of built up areas with covered
construction such as DG set rooms, transformer will be provided in EIA report. Requirement of
natural resources such as water, sand, and wood will be used during construction stage. The
required natural resources are planned to procure from the nearby local market. Master Plan
enclosed as Annexure – III.
2.14 Site Selection and Planning
The project site is owned by . The project site is a vacant land once developed which is categorized
as Industrial use Zone. Site selection was done based on proximity to local communities,
ecologically sensitive areas, Geo technical report will be covered in the EIA study.
3.0 DESCRIPTION OF THE ENVIRONMENT
Baseline studies are carried out to provide the detailed description of the existing ecosystem,
landscape, infrastructure, cultural heritage and urban environment. A baseline study describes the
initial state of the environment within the selected boundaries of the study area. Water quality, soil
quality, vegetation pattern, ecology, socio-economic profile, land use, places of archaeological
importance etc. will be included in the EIA report.
Study Area
The details about the existing environmental values are projected at each section in the form of the
maximum and minimum values at each location and the measurement duration will be provided in
the Map. The area of the study covers 10 km radius around the proposed site. To make the process
easier, the entire zone is divided into two, namely the core zone comprising of the proposed
construction project area and the buffer zone covering the remaining areas covered under the 10
km radius. Monitoring will be done within the study area and as per CPCB guidelines. Primary data
collection will be in one season.
3.1 Land Environment
a) Topography
From the topographical point of view, contour levels, slope of the site, landform and terrain
characteristics etc, is vital for the planning and implementation of environmental protection
measures. Investigation Report on the topography will be enclosed in the EIA Report.
Methodology
The methodology and the study will envisage different Land Use and Land Cover (LULC) around the
proposed project area.
b) Soil
From the environmental point of view of soil type and characteristics, permeability, Sub-soil
permeability and the soil fertility etc, is vital for the planning and implementation of green belt
development, as part of maintaining the ecological balance of the region. The physical, strength and
type of the soil characteristics Geotechnical investigation Report will be enclosed in the EIA Report.
To identify soil quality Ph, Electrical conductivity, Moisture content, Total Kjeldahl nitrogen as N,
Phosphorous as P will be analyzed as per Indian Standards test Method.
3.2 Air Environment
For the Climatology data the nearest authoritative meteorological recording station is maintained
by the Regional Meteorological Center at Meenambakkam, Chennai. The basic meteorological
parameters such as wind speed, wind direction, Temperature, Humidity and Rain fall are pertinent
to the air pollution studies are those governing the transport and diffusion of the pollutants in the
atmosphere and it will be covered in EIA report. Base line data of air pollutant parameters
extending an area of 10 km from the project site will be monitored at 7 locations. Ambient air
quality parameters namely PM2.5, PM10, Nitrogen dioxide, Sulphur dioxide and Carbon monoxide,
Ozone, Pb, NH3, Benzene, Benzo alpha pyrene, Arsenic, Nickel will be analyzed as per Indian
Standards 5182 method.
3.3 Noise Environment
Noise Level Study
The main objective of noise monitoring in the study area is to establish the baseline noise levels and
assess the impact of the total noise generated by the operation of the activities around it. The
environmental impact of noise can have several effects varying from Noise Induced Hearing Loss
(NIHL) to annoyance depending on loudness of noise. The environmental impact assessment of
noise from construction activity, vehicular traffic can be undertaken by taking into consideration
various factors like potential damage to hearing, physiological responses, and annoyance and
general community responses. Noise survey should be conducted in the study area while covering
10 km distance from the project site. Noise monitoring will be undertaken for 24 hours at each
location. Using hand held instruments sound Pressure Level (SPL) measurements and the levels
were measured at all locations, recording for 5 minutes at each hour was taken for 24 hours
continuously. The day noise levels have been monitored during 6 am to 10 pm and night levels
during 10 pm to 6 am at all the sampling locations covered in the study area. The results will be
produced as per the Noise Pollution (Regulation and Control) Rules 2000 – Ambient Air Quality
Standards in respect of Noise.
3.4 Water Environment
Water quality
Water is a vital commodity for the survival of human beings, animals, and vegetation and also for
the proper balance of the eco-system. As such any adverse impact on water quality due to the
proposed construction will have serious consequences on the environment. Hence it is essential to
study the water quality, water table, Rain water harvesting of the regime likely to b influenced by
the project and allied activities as per TOR and MoEF, EIA Manual. The water quality of the study
will be covered in EIA report.
Sampling and Analysis
Water sampling is to determine the existing quality of ground water around the project area and
also to assess the impact from the proposed project. Sampling will be done by following standard
guidelines for physical, chemical and bacteriological parameters. Analysis will be carried out by
following methods prescribed in “Standard Methods for the Examination of Water and Wastewater
(21st Edition)”. Samples will be collected from surface water body and bore wells in the study area.
The site selection was done taking into account the drainage pattern and locations prone to water
contamination. seven water sampling locations will be selected around 10 km distance from the
project site.
3.5 Rain Water Harvesting
Keeping in mind the importance of water and it scarcity it is proposed to conserve water by
rainwater harvesting by which the subsoil water condition / moisture content is maintained /
improved to a great extent. Also it is proposed to harvest rainwater from the terrace area by
collecting the same in a rainwater collection sump of suitable capacity and re-used for domestic
purposes with the provision of a filtration unit. And the rainwater collected from open paved and
landscape area will be collected in the storm water drain which is connected to Rainwater
recharging pit; will be included in EIA report in detail.
Details of Recharge Trenches: Trench maintained all along the boundary, the depth of the
trenches will be around 1.00 m. It is planned to remove the entire impervious layer to facilitate rain
water recharge. The width of the proposed trenches is 1.5 m. Pebbles of different size will be
provided in an ascending order in the tank and a layer of sand will be provided on top of the filter
media. The rain water flowing through the open land, paved area and green belt area will be used
for recharging to ground water through the above said trenches.
3.6 Biological Environment
Ecological survey will be done with the following objectives.
1. To carry out a systematic baseline survey of Flora and Fauna around 10 km radius of the
study area.
2. To list the plants and animals present in the study area as per the classifications of
MOEF,
3. To identify the impacts of the proposed expansion activities on the plants and animals,
4. To evaluate the impacts of the proposed action, and to propose Environmental
Management Plan.
Scope of the work involved
1. The study is required to be carried out as part of EIA study as per the guidelines of the
Ministry of Environment and Forests (MOEF) and State Pollution Control Board (SPCB).
2. The study should be based on the systematic field survey and secondary data (One
season).
3. The study will cover the following:
Flora
a) Area will be divided as core zone and buffer zone
b) Listing of all species (scientific and local names) found in the study area - 10 km.
Radius.
c) Listing of species as per the following classifications:
Agricultural crops
Commercial crops
Plantation
Natural vegetation
Grass lands
Endangered species
Endemic species
Others
d) Based on the above findings Impacts of the proposed expansion.
e) Environmental Management plans to improve existing status of flora in the area.
Fauna
a) Core and Buffer zone divisions
b) Listing of all species in the study area of 10 km radius around the study area
c) Schedule for each species as per the Wild Life (Protection) Act, 1972 and as amended
subsequently should also be furnished.
d) Zoological and local name of the species should be furnished
e) Listing of species should be classified as:
Endangered species
Endemic species
Migratory species
Details of aquatic fauna
a) Presence of endangered and endemic species should be supplemented by density.
3.7 Socio Economic
The methodology adopted for the present study is the review of secondary data (2011
Census and District Statistical Handbook) with respect to population, occupational structure
and infrastructure facilities available in the region in 10 km radius area. The information on
socio-economic aspects of the study area will be compiled from various other secondary
sources, which include public offices, semi-government and government agencies and
focused in the EIA report.
3.8 Solid Waste
Construction Phase: Solid wastes generated are characterized and quantified according to
different activities due to proposed project during construction and operation phase. Major
components construction waste includes Cement Concrete, Bricks, Cement Plaster Steel
(from RCC, door/window frames, roofing support, railing of Staircase) Rubble, Stone
(marble, granite, sand stone) ,Timber / wood and the Minor components are Conduits (iron,
plastic), Pipes (GI, iron plastic), Electrical Fixtures (copper / aluminum wiring, wooden
baton, bakelite / plastic switches, wire insulations), Panels (wooden , laminated), Others
(glazed tiles, glass panes). Construction wastes generated is estimated to be about 40-60
kg/m2.
Usage of Excavated soil, prevention of soil contamination, raw material handling and storage
and disposal will be covered in the EIA report.
4.0 SPECIFIC STUDIES
The energy consumption analysis and data sheets are as per the Energy conservation
Building codes 2007/Bureau of Energy Efficiency. The total power requirement for the
project and the number of required DG sets will be provided in EIA report in detail.
4.1 Transport
Please refer site plan which will include the connectivity existing and proposed road. Traffic
survey data will be discussed in the EIA report.
4.2 Energy Conservation
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
Maximum utilization of solar light will be done.
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
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.
Behavioral Change on Consumption
Promoting resident awareness on energy conservation
Training staff on methods of energy conservation and to be vigilant to such opportunities
Green Belt Development
It is proposed to have tree plantation along the periphery of the site and also to develop lawn and greenery inside the project area. The vegetation for the green belt will be selected from the native species adapted to the local environment. About 2205 Sqm of green area will be provided. Landscaping has been taken care of in view of the environment and aesthetics of the surrounding areas. Stress has been laid on providing ample green areas in close conjugation to the hard areas in a manner, that the overall harmony and ambience is maintained. Landscaping takes into account the various aspects of the architectural design. Trees are proposed to be planted to form an integral part of the landscape plantation and their selection is based on their ability to provide shade, flowers and fragrance apart from their high-yielding growth pattern. The addition of shrubs, hedges and ground cover will add to the aesthetics and softness to the hard building surfaces.
5.0 ENVIRONMENTAL MONITORING PROGRAM
Table 12.1: During Operation Stage
Sl. No Item Parameters Frequency Location
1 Ambient Air
Quality
SPM,RSPM,SO2,NOX Quarterly At major construction area
(total 5 stations) around
periphery of the site
2 Noise Level Equivalent Noise
Level Db (A)
Quarterly Near DG sets, Near STP,
Near Parking Area.
3 Exhaust from
DG Set
SPM, SO2 Quarterly Stacks of DG sets
4 Water
Analysis
Physical, chemical
and Biological
parameters
Quarterly Ground water
Harvested water stored
in Tank (after treatment)
5 Waste water
Analysis
PH, BOD, COD,TSS,
TDS, Oil and gas
Quarterly Before and after
treatment from STP
All parameters shall be monitored; compilation and reporting will be done by NABL
Accredited Laboratory.
6.0 ADDITIONAL STUDIES
6.1 Risk Assessment and Disaster Management Plan
Risks in the complex will be due to natural calamities like earthquake, flooding and others
such as fire and accidental hazards. All precautions will be taken to control these risks and a
well-planned Disaster Management Plan will be covered in the EIA report.
6.2 Natural Resource conservation
Realizing the need for an eco-friendly environment has proposed to do the following natural
resource conservation techniques. To minimize water demand the project proposal will
have Water balance chart, sewage treatment plant, plan for treated water usage, dual pipe
line rain water harvesting, regular air; water quality monitoring will be explained in EIA
report of the project.
6.3 Assessment of Ecological damage and remediation plan:
A separate assessment of the ecological damage will be done based on the specific terms of
reference issued by the Expert Appraisal Certificate. Further, the remediation plan and
natural and community resource augmentation plan will be prepared.
7.0 PROJECT BENEFITS
During construction phase local people will get benefited by the construction type of
employment. The project site is located in the development zone. It will act as a pioneer for
other development.
8.0 ENVIRONMENT MANAGEMENT PLAN
Environmental Management plan is a vital process of any management plan of the
development project. This helps in signaling the potential problems that resulting from the
proposed project and will allow for prompt implementation of effective corrective
measures. The environmental monitoring will be carried out for the construction and
operational phases.
Table 13: Environmental Monitoring Plan
Sl. No Description Frequency of
Sampling & Analysis
Construction Phase 1 Ambient Air Quality Once in three month 2 Stack Emission from DG set Once in three month 3 Ambient Noise Level Once in three month 4 Soil Quality Once in three month 5 Ground Water Once in three month
Operation Phase 1 Ambient Air Quality Once in three months 2 Stack Emission from DG set Once in three months 3 Ambient Noise Level Once in three months 4 Treated Sewage Once in a week 5 Ground Water Once in three months
Budget Allocation for Environmental Monitoring Plan
Table 14.1: Construction Phase
S. No Parameter Total Cost (Rs. In Lakhs)
Capital cost Operational expenses
(per Annum)
1 Drinking water & sanitation (Temporary toilets facilities)
10.00 2.50
2 Storm Water management 10.00 2.50 3 Solid waste /debris management 10.00 3.00 4 Environmental Monitoring - 5.00
5 Dust suppression Measure (water spraying, Barricading)
7.50 3.00
Total Cost 37.5 16.00
Table 14.2: Operation Phase
S. No Item
Cost In Lakhs
Setup
Operational /
Maintenance Cost per
annum
1 STP Cost 50 5
2 Rain water Harvesting
(Recharge pits & collection sump) 20 5
3
Environmental Monitoring
(NABL approved agency-
outsourced)
- 6
4 Energy conservation 45 6
5 Solar
6
Gardening (wet soil, manure,
landscaping consultancy, tree
species)
25 3
7 Solid Waste Management 10 3
Total Cost 145 26
9.0 CSR ACTIVITIES
Detailed CSR initiatives mentioning specific financial commitment with time bound
programme will be included in the EIA Report.
10.0 SUMMARY & CONCLUSION
The proposed project is a development of residential building.
There will be minimum negative impact on Air, Noise and Water Environment.
Treated Waste Water will be reused for gardening, flushing and cooling purpose.
Rain Water harvesting system is proposed.
Organic waste converter for solid waste management is proposed.
There will be positive Impact on Social conditions in and around the site.
The Project will not result in any adverse impact to the Environment.
The marginal impact of setting up the Development in the proposed location will be
fully mitigated by the Environment Management Plans. (EMP)
The proposed project will improve the quality of living being offered through better
environmental aspects like large landscaped areas & better amenities.
All the above mentioned details of practices as provided in this ToR will be studied in detail
during the EIA report.