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.