The proposed project involves establishing a textile SEZ in Vadamugam Kangeyampalayam Village, Tiruppur District, Tamil Nadu. IG3 Infra Limited owns 103.60 hectares of land that has been declared a sector specific SEZ for textiles. The total area under development is 97.54 hectares. The textile SEZ will include 26 industrial sheds along with common amenities for textile activities like weaving, dyeing and garment production. It will employ around 2100 people and have a total built up area of 220,000 square meters. Wastewater will be treated onsite to achieve zero discharge through a CETP and STP before being reused within the

1. PRESENTATION
TO
STATE EXPERT APPRAISAL COMMITTEE
STATE ENVIRONMENT IMPACT ASSESSMENT AUTHORITY, TAMIL NADU
On
TERMS of REFERENCE (ToR) APPROVAL
For
THE PROPOSED TEXTILE SEZ
AT
VADAMUGAM KANGEYAMPALAYAM VILLAGE, UTHUKULI (AVINASHI TALUK),
TIRUPPUR DISTRICT, TAMIL NADU
Project Proponent:
M/s. IG3 Infra Limited
“Chennai One” IT SEZ
Pallavaram Thoraipakkam
200 feet road, Thoraipakkam, Chennai
Environmental Consultant:
VIMTA Labs Limited
Coimbatore / Hyderabad
QCI/NABET Accredited EIA Consultancy Organization,
NABL Accredited & ISO 17025 Certified and MoEF Recognized Laboratory
30th June, 2016

2. • IG3 Infra Limited, wholly owned Indian subsidiary of Green Grid Group
Pte. Limited, is a leader in developing and managing secure business
infrastructure across high growth sectors in India such as IT
infrastructure, Data Centre, & Industrial Park Development.
• The current port folio of the company primarily comprises of Chennai
One IT/ITeS SEZ , Bangalore Data Centre Tier 3 and more.
• IG3 Infra Limited now proposes to establish a Textile SEZ facility for
integrating the textile units at Vadamugam Kangeyampalayam,
Tiruppur district, Tamil Nadu
• The proposed project site is located near Tiruppur, Erode and
Coimbatore which serve the main industrial hub of India
Project Proponent
2

3. Project Proposal
• M/s. IG3 Infra Limited proposes a Textile SEZ at Vadamugam
Kangeyampalayam Village, Tiruppur District, Tamil Nadu
• The total area under the ownership is 103.60 ha (256.0 acres) which has been
declared as a Sector specific SEZ by the Ministry of Commerce & Industry vide its
notification no. 785 dated 9th June 2008.
• The total area of the textile SEZ is 97.54 ha (241.01 acres). Remaining area has
been occupied by 48 MW cogeneration power plant in S.F. No. 149 and 150
which has obtained EC vide its letter SEIAA-TN/F.No.679/2012/1d/EC/025/2014
dated 23.12.2014. Further CTE has been obtained for the same from TNPCB.
• Survey No. involved in the proposed development are 126, 129, 132,135 - 144,
151 - 161, 165, 166, 167, 171, 178, 209, 216 - 218, 229, 232, 235, 237
• The Textile SEZ will comprise of 26 industrial sheds along with the common
amenities to carry out textile activities such as weaving, warping, sizing, dyeing
and garmenting.
• The total cost for the proposed project is 70.93 crores
3

4. Justification of the Project
• The region is a one of the leading industrial hub and education hub in
South India
• The region has a extensive young talents & trained personnels with
successful & disciplined work culture.
• Capability to produce multidisciplinary entities to cater the needs of the
international markets
• Synergies with other industrial clusters and estates in South India
• Excellent land, air and sea connectivity
• Land availability for establishment
• Comparative favorable costs & Salubrious climate
4

5. PROJECT DETAILS
5

6. Sr. No. Description Details
1 Proposed Project The Proposed Textile SEZ by M/s. IG3 Infra Limited
2 Schedule & category 7(c) Industrial estates/ parks/ complexes/ areas, export
processing Zones, B1
3 Location & S.F. Nos. 126, 129, 132, 135 - 144, 151 - 161, 165, 166, 167, 171, 178, 209,
216 - 218, 229, 232, 235, 237 at Vadamugam
Kangeyampalayam Village, Avinashi Taluk, Tiruppur District,
Tamilnadu State.
4 Landuse Total plot area under ownership: 97.5 ha (241.01 acres)
SEZ Notified area: 103.65 ha (256.1 acres)
Existing
Textile unit with a build-up area of 10,000 sq.m has obtained
consent from Tamilnadu Pollution Control Board. (Air consent
order: 4449, Water consent order: 4505 dated 10.12.2014).
5 Land use classification Total SEZ area is categorized as Unclassified land by DTCP
6 Total build up area 2,20,000 sq.m
7 Government Order/
Policy relevant /
relating to the site?
Notified Sector Specific Special Economic Zone vide gazette
notification no. 756 dated 9th June, 2008 by Ministry of
Commerce & Industry.
Project Details
6

7. Sr. No. Description Details
8 Building profile • Industrial plots
• Common amenities
• Cogeneration power plant
• Greenbelt
• Parking area
• CETP & STP Facility
• Solid waste storage area
9 Total occupancy 2100 employees
10 Water requirement Total water requirement: 1610 KLD (One time)
Daily make up: 102 KLD
Source: 350 KLD is approved with agreement from New Tiruppur Area
Development Corporation Limited (NTADCL)
11 Power requirement Cogeneration power plant – 48 MW
Back up
DG Sets: 3 x 185 KVA
Diesel requirement: 37 L/hr/DG
12 Parking area 1.0 ha of open parking area
13 Wastewater treatment
facilities
Sewage – 53.4 KLD is treated through 275 KLD of SBR Type
Textile Effluent – 1508 KLD is let into CETP, RO, SRS and MEE
14 Solid waste management Municipal solid wastes will be composted. Non-hazardous industrial wastes
from sizing and loom operations are reused again in process. STP Sludge will
be used as manure for nourishing greenbelt. Industrial hazardous wastes will
be collected, segregated and given to TSDF, Gummidipoondi.
15 Air pollution/noise
generation sources
DG Sets are provided with acoustic enclosures and stack of adequate height.
Other machineries will be equipped with acoustic slits
Project Details
7

8. Project Site
N
Index map of the proposed project site
8

9.  The project site is located at Vadamugam
Kangeyampalayam Village, Avinashi taluk,
Tiruppur Dt.
 Total SEZ land area is classified as unclassified
land by DTCP.
 Site elevation is 299 AMSL.
 NH–47 is adjacent to the site in North
direction
 Nearest habitations is Samiarpalayam at 2.2
Km,
 Nearest Airport – Coimbatore, 48 km, SW
 Forest Areas are Kongampalayam R.F at 6.0
km, NNE and Gudappakkam R.F at 2 km, NNE.
 Nearest waterbody is Noyyel river at 9.2 km,
South and Sarkar Periyapalayam Eri at 9.7 km,
South
 Bird routes has been observed around the area
of Sarkar Periyapalayam Eri which is located at
distance of 9.7 km from the project site. The
area has not a notified bird migratory route/
sanctuary by Tamilnadu Forest Department
 Nearby industry is Sakthi autocomponents at
7.2 km, NE.
 There is no historical monuments
 There is no historical or Archaeological places
 No Ecologically Sensitive Zones
 No resettlement or rehabilitation issues
 No National or State boundaries
 The project area comes under Zone-II as per IS:
1893 (Part 1) 2002
10-KM Study Area Map & Environmental Setting
N
9

10. Site Co-ordinates
Elevation above MSL 299 m AMSL
Land use Total SEZ area is categorized as unclassified Land by DTCP
Nearest Highway NH- 47, adjacent to the site in North direction
Nearest Railway Station Tiruppur Railway Station 15.5 km, SW
Nearest Airport Coimbatore 48 km, SW
Nearest Habitation Samaiarpalayam 2.2 km
Sengalipalayam 2.3 km
Kasturipalayam 3.2 km
10
Sr.No. Latitude Longitude
A 11º12’36.57” N 77º26’23.65” E
B 11º12’53.39” N 77º27’09.06” E
C 11º12’21.85” N 77º27’13.39” E
D 11º12’06.73” N 77º26’49.48” E
Environmental Setting

11. Socio- Economic factors No resettlement and rehabilitation issues
Archaeological
Monuments
Nil within 10 km radius
Eco-Sensitive Areas No national parks and Sanctuaries within 10 km radius.
Bird routes Bird routes has been observed around the area of Sarkar
Periyapalayam Eri which is located at distance of 9.7 km from
the project site. The area has not a notified bird migratory route/
sanctuary by Tamilnadu Forest Department
Reserved Forest Kongampalayam R.F. – 6.0 km, East
Vayappadi R.F. – 6.5 km, ESE
Nearest River Noyyel river 9.2 km, South
Nearby Industries Sakthi Autocomponents, 7.2 km, NE
Defense Establishments None within 10 km radius
11
Environmental Setting

12. 10-KM Study Area Map
12

13. Layout plan of the proposed project site
13

14. Aerial View of the proposed project site – Google map
N
11º12’36.57” N
77º26’23.65” E
11º12’53.39” N
77º27’09.06” E
11º12’21.85” N
77º27’13.39” E
11º12’06.73” N
77º27’49.48” E
Proposed Textile
SEZ
14
CPP

15. Photographs of the proposed project site
EAST SIDE WEST SIDE
NORTH SIDE SOUTH SIDE
15

16. SI. No. Details Area in ha %
1. Industrial sheds 33.0 33.8
2. Open Parking area 1.0 1.0
3. Road 5.0 5.1
4. Green Belt area 33.2 34.0
5. OSR area 9.8 10.0
6. Open area 15.2 15.6
7. CETP, STP & Solid waste storage area 0.4 0.4
Total 97.5 100
16
 The total area of sector specific SEZ is 103.60 ha (256.0 acres)
 The total area of the proposed development is 97.54 ha (241.01 acres).
Remaining area has been occupied by 48 MW cogeneration power plant.
 The buildup area is 2,20,000 sq.m.
Landuse & Breakup

17. 17
Process Flow diagram

18. Raw materials
Activity Raw Material Source
Spinning Raw Cotton, Wool, Manmade fibre Coimbatore, Erode, Guntur,
Tiruchengode, Mumbai
Weaving Cotton yarn, Manmade fibre yarn, silk
yarn, wool yarn
Coimbatore, Erode,
Rajapalayam, Salem,
Mumbai
Garmenting Fabrics (Grey and Dyed) Coimbatore, Erode, Salem
Dyeing Acid dyes, basic dyes Coimbatore, Erode,
Bangalore, Mumbai
18

19. 19
SI. No. Products Production
1. Fabrics 1,00,000 metres/ day
2. Garments 3,00,000 pieces/ day
Production details
SI. No Name of Shed Capacity Number of sheds
1. Spinning Sheds 1 x 50,000 spindles 1
2. Weaving Sheds 300 Looms 18
3. Garments Sheds 5 x 100 seats 5
4. Dyeing Sheds 0.5 MLD 2
Total -- 26

20. Source Power requirement
Cogeneration Power Plant 48 MW
Back up DG Set 185 KVA (3 nos.)
Fuel
Low Sulphur -High Speed Diesel 37 Lit/hr/DG
Source Man power
Employees 2100
20
Note: Environmental clearance for Cogeneration Power Plant has been obtained vide SEIAA Letter–
SEIAATN/F. No 679/2012/1d/EC/025/2014 dated 23.12.2014
Power, Fuel & Manpower requirement

21. SI. No Machineries Units Control equipments
1. DG Set 3 Nos. (185 KVA) Exhaust stack of 3 m
height above the roof top
of the building
21
Expected Air Emissions

22. 22
Water Demand
SI. No Category Requirement in KLD
1. Processing (dyeing and bleaching) 1500
2. Weaving & Warping (humidification) 15
3. Sizing 20
4. Cleaning & Sanitation 2.5
5. Spinning (humidification) 10
6. Restrooms 3
7. Industrial Sheds 60
Total 1610
The total water demand for one time : 1610 KLD
Daily make up of fresh water : 102 KLD
Treated water from CETP and STP : 1565 KLD (1508 KLD + 56.7 KLD)

23. Water Agreement with NTADCL for 350 KLD
23

24. 24
Waste water generation and treatment details
Particulars Waste water (in KLD) Treatment
Processing (dyeing and bleaching) 1500
Effluent of 1523 KLD
will be treated
through CETP
(1750 KLD)
Weaving & Warping (humidification) 0.4
Sizing 20.0
Cleaning & Sanitation 2.5
Spinning (humidification) --
Restrooms (90% generation) 2.7 Sewage of 57 KLD
will be treated
through STP
(275 KLD)
Industrial Sheds (90% generation) 54
Total 1580
Wastewater Generation & Management

25. Water Balance
25

26. Characteristics of wastewater - Sewage
SI. No Characteristic unit Raw sewage
Expected treated
sewage after filter
1 pH 6.5 – 7.5 6.5 – 7.5
2 TSS mg/L 150 – 350 < 30
3 BOD mg/L 350 – 450 < 20
4 COD mg/L 650 – 800 < 200
26

27. Characteristics of wastewater - Effluent
SI. No Characteristic unit Raw effluent
1 pH 8.5 – 9.5
2 Oil & grease mg/L < 10
3 Color Pt-Co 600
4 TSS mg/L 100 – 200
5 TDS mg/L 5000
6 BOD mg/L 700
7 COD mg/L 2000
8 Hardness mg/L 100 – 150
9 Sulphates mg/L 350
10 Silica mg/L < 10
SI. No Characteristic unit Expected treated effluent
1 pH 6.5
2 TSS mg/L < 350
3 BOD mg/L 0
4 COD mg/L < 20
27

28. 28
• Raw effluent generated from the process section is collected in the Equalization tank after
passing through a self cleaning mechanical screen.
• A manually operated bar screen is provided as by- pass.
• The effluent is homogenized in the Equalization tank, after which it is constantly pumped to
flocculation tank of Primary Inclined plate clarifier after addition of suitable chemicals.
• Clarification takes place in inclined plate clarifier where suspended matter such as floc
particles, destabilized colloidal particles etc. present in effluent being discharged from
flocculation tank is separated under gravity.
• Later clarified effluent is taken to the Sequential Batch Reactor (SBR) for reduction of BOD/
COD by biological process.
• The clarified water from SBR is collected in a clarified water tank.
• Ozone will be added in clarified water for disinfection and further oxidation of organics and
then pumped through Secondary Inclined Plate Clarifier & the Pressure Sand Filters, to
remove traces of fine suspended solids.
Proposed Waste Water Treatment System For Zero Discharge

29. 29
• The filtered water is then further treated in the post treatment consisting of Reverse Osmosis.
• The permeate from the Reverse Osmosis is ready to be recycled back for production use.
• The reject from the Reverse Osmosis system is taken to the Caustic Concentration plant.
Steps towards Zero Effluent Discharge
• Caustic Concentration Plant is an evaporation plant, where Dilute Solutions are concentrated
by evaporating water from it, by using steam.
• Steam condensate is quite pure and hence can be recycled to Boiler or any process where
pure & hot water is required.
• Water is required at Centrifugal Pumps for seal cooling or at Vacuum pump for liquid sealing.
• The outgoing water is slightly contaminated. Rather than draining the same to gutter, it can be
stored in the Underground Pit, cooled and recycled back to the system by Waste Water pump.
• With these devices / precautions, it is possible to implement the concept of Zero Effluent
Discharge for the various machines generating effluents with high TDS.
Proposed Waste Water Treatment System For Zero Discharge

30. 30
Process Flow Chart

31. ETP Components
Sr. No. Name of the treatment unit No. of Units Dimension (metres)
(i) Bar screen chamber 1 4.0 m (L) X 2.0 m (W) X 1.5 m (SWD)
(ii) Equalization tank 1 33.0 m (LD) X 4.10 m SWD + 0.5 FB
(iii) Primary inclined clarifier 1 18 m (L) x 9 m (W)
(iv) Lime dosing tank 2 3.0 m (L) x 3.0 m (W) x 2.5 m SWD + 0.25 m FB
(v) FeSO4 dosing tank 2 2.6 m (L) x 2.6 m (W) x 2.25 m SWD + 0.25 m FB
(vi) Polyelectrolyte dosing tank 2 1.85 m x 1.85 m x 2.25 m SWD + 0.25 m FB
(vii) Sequential batch reactor 2 17 m (dia) x 5 m (SWD) + 0.5 FB
(viii) Aerobic digester 1 17.0 m dia x 4.0 m SWD
(ix) Ozone contact tank 2 8m (L) X 10m (W) X 4m (D) + 0.5m FB
(x) Intermediate tank 1 25.0m (L) X 22.5m (W) X 3.0m SWD + 0.5m FB
(xi) RO Reject Storage Tanks 1 10m (L) X 9m (SWD) + 0.5m FB
(xii) RO Permeate Tank 1 28m (L) X 28m (W) X 4m (SWD) + 0.5m FB
(xiii) Filter press 1 15m X 5m X 5m (H)
(xiv) Tertiary inclined Plate Clarifier 1 18m(L) X 9m(W)
(xv) RO Plant room 1 28m (L) X 28m (W) X 4.5m (H)
(xvi) Blower room 1 12.0m (L) X 10.0m (W) X 3.5m (H)
(xvii)
Office Room and Laboratory
(Inside the RO Plant Room) 1 10.0m (L) X 10.0m (W) X 4.5m (H)
31

32. 32
• Raw sewage generated from factory and housing section is collected in the
Equalization Tank, after passing through manually operated Bar screen and
Skimming process.
• Further the sewage is passed to Sequencing Batch Reactor (SBR)
• The SBR comprises two concrete process basins where aeration, settling and
decantation occur.
• The effluent from SBR is recycled to the Equalization tank, where the excess sludge
is pumped to the Aerobic digester, where it is conditioned and passed through
Filter press for dewatering.
• The dewatered sludge will be used as manure for gardening purpose.
Sewage Treatment Plant

33. 33
Process flowchart for STP

34. STP Components
Sr. No. Name of the treatment unit No. of Units Dimension (metres)
(i) Bar screen chamber 1 1.5 m (L) x 1.5 m (W) x 1.5 m (SWD)
(ii) Oil skimming chamber 1 2.0 m (L) x 4.0 m (W) x 1.5 m (D)
(iii) Equalization tank 1 5.0 m (L) x 5.0 m (W) x 4.0 m (SWD) + 0.5 FB
(iv) SBR bioreactor 2 9 m x 4.5 m x 4.0 m
(v) Aerobic digestor 1 5.0 m (L) x 2.0 m (W) x 4.0 m (SWD) + 0.5 FB
(vii) Filter press 1 5.0 m (L) x 3.0 m (W) x 4.0 m (H)
(viii) Blower room 1 5.0 m (L) x 3.0 m (W) x 4.0 m (H)
34

35. 35
Details of Solid Waste
Sr. No. Solid waste
Quantity
(TPD)
Waste management
Hazardous Wastes
i CETP sludge 1.6 TSDF, Gummidipoondi
ii Waste Salt 0.4 TSDF, Gummidipoondi
Non- Hazardous Wastes
i Loom Operations 0.3 Reused in process
ii Sizing units 0.4 Reused in process
iii
Domestic Waste
I) Biodegradable
ii) Non- biodegradable
0.45
0.27 (60%)
0.18 (40%)
Composting
iv STP Sludge 0.1 Dried and reused as manure for greenbelt
Solid waste generation & Management
0.4 ha of the land area has been allocated for the storage of solid wastes

36. Greenbelt development
• The greenbelt of project site has been planned to provide a clean and
green environment and to mitigate the fugitive emissions from vehicular
movement.
• Within the proposed project site, about 33.2 ha (34%) of the total space
has been designated for greenbelt development
• Upon the completion of project, 33% of the greenbelt area will be formed.
• A combination of evergreen native tree species are proposed to be
planted in the project in consultation with horticulturist
• The trees will be planted in three tiers to effectively mitigate the fugitive
emissions.
36

37. Rainwater harvesting
Sr.
No
Category
Area
(sq.m)
Impermeability
factor
Harvestable water
(Intensity x Area x
Imp. Factor)
cum/day
1 Built area 334000 0.7 2338
2 Landscaped area (green
area, Vacant area)
582000 0.3 1746
3 Road/ Surface parking
area
60000 0.9 540
Total 976000 -- 4624
From Roof top 2338
Storm runoff 2286
• Water from roof top will be recharged to the ground using percolation pits
• Storm water will be routed to rainwater harvesting pond in the SEZ premise
Basic Assumptions
•Average rain fall Considered = 320 mm (Tiruppur Dt); No. of rainy days = 60
•Intensity of rainfall = 1200/60 = 20 mm/day or 0.020 m/day
37

38. • A percolation rate of 0.51 is considered with percolation depth as 10m
• Run-off = 2338 X (1.0 – 0.51) =1145.6 m3/day
• Size of percolation pit = 1.20 x 1.20 m and 4.0 m depth
• Storage volume in each pit : 5.76 m3
• Quantity of storm water run-off : 1145.6 m3
• No. of storage pits required: 1145.6 m3/ 5.76 m3 ≈ 199 Nos.
• 199 Nos. of percolation pits will be constructed along the project site
periphery for rain water recharge
• Storm water runoff quantity of 2286 KLD will re-routed to rain harvesting
ponds in the SEZ premise
Rainwater harvesting
38

39. Budgetary provisions for EMP
Description
Capital Cost
Rs. in Lakhs
Recurring Cost
Rs. in Lakhs/annum
Construction Phase
Site Sanitation Facilities 2.0 ---
Air Pollution Control Measures 2.5 ---
Disinfection & Health Checkup 1.0 ---
Greenbelt 2.0
Environmental Monitoring 2.5
Operational Phase
Site Sanitation Facilities, ETP, STP & others 48.0 19.0
Rainwater conservation 15.0 1.0
Air Pollution Control Measurers 4.0 1.0
Disinfection & Health Checkup 2.0 1.0
Solid Waste Management 5.0 3.0
Greenbelt maintenance -- 2.0
Environmental Monitoring -- 10.0
Total 84.0 37.0
39

40. • 0.5% of the project cost shall be allotted towards focused
Corporate Social Responsility
• The focused areas are drinking and sanitation facility to
nearby government schools and providing infrastructure
facilities to nearby community.
Corporate Social Responsibility
40

41. 41
PROPOSED ToR

42. Attributes
No Sampling
Locations
Parameters Frequency
Meteorology 1 Wind speed, Wind Direction,
temperature, Relative humidity
(Min and Max), Rainfall.
One hourly recording of
wind speed, wind
direction,temperature (90
days) at 1 location.
Ambient Air
Quality
8 PM10, PM2.5, SO2 and NO2, CO,
Pb, As, Ni, NH3, O3, Benzene,
Benzo(a)pyrene and Hg.
24 hourly sample, twice a
week for 13 weeks at 8
locations.
Water Quality 8 Eight ground water samples
collected and analyses as per
IS: 10500 covering 10 km radius
Once during study period
Soil 6 Grain size, pH, Salinity, Electrical
Conductivity, NPK, TDS, Organic
carbon, Cl, Na, Ca, F etc
Once during study period
Noise 10 Lday, Lnight, Ldn, Leq , L10, L50 and L90 Once during the study
period. 24-hourly
monitoring
42
Environmental Monitoring

43. Attributes No Sampling Locations Parameters Frequency
Ecology (Terrestrial
and Aquatic)
Species diversity,
density, abundance,
assessment of changes
in flora and fauna,
conservation measures
Once during study
period
Land use Based on District Census Handbook
Socio- Economic
aspects
Based on Census documents and NIC database
Geology &
Hydro-geological
aspects
Based on Secondary Data on groundwater resources and availability
43
Environmental Monitoring

44. 44
Study area map of 10 km radius

45. 45
Sl. No. Description
Capital Cost (Rs. In
Lakhs)
1. Land 230.00
2. Common Infrastructure
Site Development 325.9
Roads 364.2
Storm Water Drains 127.1
Water Supply Network 522.1
Sewage Distribution and Treatment Plant 40.5
Fire and Irrigation System 64.4
Effluent Treatment Plant 0.6
Electrical Generation & Distribution 528.6
Telecommunication 76.7
Landscaping 24.2
3. Common facilities 1086.8
4. Factory Buildings 3702.0
Total cost 7093.1
Project cost estimation

46. • Emission Inventory will be carried in an area of 10 km around the
project site
• A computer based internationally recognized mathematical air quality
model – AERMOD and other model suitable for the region will be
identified and run to predict the concentration of SO2, NOX & PM due to
operation of the proposed project
• The dispersion model results will be presented using isopleths
• Justification of air dispersion modeling used with a detailed listing of all
assumptions; and
• Prediction of impacts due to the proposed project will be carried out
Impact Assessment - Air
46

47. • Presence of aquifer/aquifers within 1 km of the project boundaries and
management plan for recharging the aquifer
• Source of surface/ground water level, site (GPS), cation, anion (Ion
Chromatograph), metal trace element (as above) chemical analysis for
water
• Ground water monitoring minimum at 8 locations and near solid waste
dump zone, Geological features and Geo-hydrological status of the study
area
• Wastewater characteristics (heavy metals, anions and cations, trace
metals, PAH)
Impact Assessment - Water
47

48. • Collection of data on soil characteristics and soil types
• Quantification of solid wastes likely to be generated during operation and
suggestions on proper collection, treatment and disposal methods
Impact Assessment - Land
48

49. • The noise level at varying distances for sources will be predicted
• A comparison of measured noise (Leq) at monitoring locations to that of
predicted noise levels (Leq) would be made
• The potential noise level exposure will be determined and evaluated
for acceptable limits of exposure
Impact Assessment - Noise
49

50. • Solid wastes likely to be generated during operation and suggestions
on proper collection, treatment and disposal methods
• CETP Sludge will be dried and given to TSDF, Gummidpoondi
• STP Sludge will be reused as manure for greenbelt
• Domestic wastes like garbage will be composted
Impact Assessment – Solid waste
50

51. Social Impact Assessment
• Study of parameters to assess/characterize the quality of life in the
study area
• Assessment of changes from the baseline in the socio-economic
parameters due to proposed plant operations
• Assessment of economic benefits to community
Aesthetic / Cultural
• Identification of all historical/archeological sites/monuments in the
study area
Impact Assessment – Socio economic & Culture
51

52. • Study of existing traffic levels at main access roads to the project area
• Assessing the incremental traffic levels due to the proposed activities
Impact Assessment – Traffic levels
52

53. • Disaster Management Plan including risk assessment and damage
control will be addressed and included
• Occupational health of the workers
• Health effects of other metals used and health hazard plans based on
monthly correlation of these metal related diseases and people
affected and mitigation plans
• Action Plan for protecting the workers against hazardous chemicals
such as sulphuric acid, pesticides, solvents etc.,
Impact Assessment- Disaster management
53

54. THANK YOU
54

55. BACK UP SLIDES
55

56. EC – 48 MW Cogeneration power plant
56

57. Contour Plan of the proposed project site
57

58. Landuse of the proposed project site
58

59. Consent of Cogen power plant
59

60. Consent of Existing Textile Unit
60