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PRE FEASIBILITY REPORT

2.0 MTPA COAL WASHERY PROJECT

AT VILLAGE– BIKISAR, KESHABPUR, EKAGHARIA & SUNAKHANITAHSIL—KANIHA IN

ANGUL DISTRICT OF ODISHA STATE

M/s PRAKRUTHIK ENTERPRISES PVT. LIMITED

Prepared by:

VISIONTEK CONSULTANCY SERVICES PVT. LTD.(An Enviro Engineering Consulting Cell)

Plot No.-108, District Centre, Chandrasekharpur, Bhubaneswar-16,Phone No. : 0674-2744594, 3250790

[email protected] , [email protected] us at - www.vcspl.org

TABLE OF CONTENTS

Chapter - 1 Executive Summary 01

Chapter - 2 Introduction of the Project / BackgroundInformation

02 - 05

Chapter - 3 Project Description 06 - 15

Chapter - 4 Site Analysis 16 - 17

Chapter - 5 Planning Brief 18 - 19

Chapter - 6 Proposed Infrastructure 20 – 21

Chapter - 7 Rehabilitation & Resettlement (R & R Plan) 22

Chapter - 8 Project Schedule and Cost estimate 23

Chapter - 9 Analysis of Proposal (FinalRecommendation)

24 - 25

LIST OF FIGURE

Figure – 1 Location Map of the Project Site. 06

Figure - 2 Google Map of alternate sites 08

Figure - 3 Process flow sheet 12

Figure - 4 Clearance process of the project 15

LIST OF ANNEXURE

Annexure - 1 IEM clearance given by Ministry of Commerce& Industries

Annexure– 2 SLSWCA from Govt. of Odisha (IPICOl)

Annexure– 3 Land allotment letter from IPICOL

*******

Pre-feasibility Report

2.0 MTPA Coal Washery of M/s Prakruthik Enterprises Pvt. Limited------------------------------------------------------------------------------------------

Page 1

CHAPTER-1

1.0 Summary of the project:

Sl.

No

Particulars Description

1 Name of the Company M/s Prakruthik Enterprises Pvt. Limited

2 Address D No: 6-3-553, Queen Square

E2, 4th Floor, Erramanzil, Somajiguda

Hyderabad – 500082, Telagana

3 Proposed Project 2.0 MTPA Coal Washery

4 Location At village- Bikisar, Keshabpur, Ekagharia &

Sunakhani under Kaniha Tehsil in Angul district of

Odisha State.

5 Statutory Approval a) IEM clearance given by Ministry of Commerce &

Industries, GoI on dated 25.02.2015 (attached as

Annexure – 1A)

b) SLSWCA from Govt. of Odisha (IPICOl) on dated

05.10.2015 (attached as Annexure – 1B)

c) Land allotment letter from IPICOL on dt

16.01.2016. (attached as Annexure – 1C)

6 Solid waste generation 600000 TPA

7 Land acquired 101.81 ac

8 Washing Technology Heavy media Cyclone wet method

9 Raw Material source MCL Mines, Talcher, Odisha

10 Water Requirement 683.8 KLD (make up)

11 Power Requirement 3.0 MW

12 Manpower 150 – 200

13 Project Cost (Rs.) 104.40 Cr.

14 EMP Cost (Rs.) 5.0 Cr.



Page 2

CHAPTER-2

2. INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION :

(i) Identification of Project and Project Proponent :

Chettinad Logistics Private Limited (CLPL) is a well established name in Coal Handling and

Transportation Organization in South India. The Chettinad Group has formed a new

company as M/s Prakruthik Enterprises Private Limited (PEPL) to promote Coal Washery

project with a capacity of 2.0MTPA at village Bikisar, Keshabpur, Ekagharia & Sunakhani

under Kaniha Tehsil in Angul district of Odisha state.

IPICOL has allotted 101.81 acres of land to M/s Parakruthik Enterprises Pvt Limited for

establishment of coal washery and recommended to IDCO for verification of land status and

draw out a proposal for acquisition / alienation. Accordingly, IDCO has verified the land

status from Director of Geology and Irrigation. Thereafter IDCO has sent a demand note to

PEPL to deposit Rs. 57, 01,800 /- as administrative charges for the purpose. PEPL has

deposited the said amount to IDCO in January 2016.

Coal is the most abundant fossil fuel. India is blessed with huge coal reserves. 85% of these

reserves are non coking coal, which caters to the need of power, cement and sponge iron

plants. However, most of these reserves are of very low grade coal. The reserves of good

quality coal are fast depleting. On one hand, the demand for coal is increasing due to higher

demand from steel, power and cement sectors. On the other hand, extensive mechanization of

mines is resulting in more inferior coal generation. Burning of such coal produces huge

quantity of ash, disposal of which is a real problem. The Ministry of Environment & Forests

(MoEF) made it mandatory for the coal based thermal power plants located beyond 1000 km

from the pit-head and also those located in urban or sensitive or critically polluted areas to

use beneficiated coal with an ash content not exceeding 34% w. e. f. 01.06.2001. As a result,

demand for beneficiated coal has increased substantially. MoEF vide its Notification no.

02(E) dated 02.01.2014 has made certain rules further to amend the Environment (Protection)

Rules, 2014 making it mandatory for the following coal based thermal power plants to use,

raw or blended or beneficiated coal with ash content not exceeding 34%, on quarterly

average basis for certain categories of coal based thermal power plant.



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(ii) Brief Description of Nature of the Project :

The proposed Coal Washery will be located in the village Bikisar, Keshabpur, Ekagharia &

Sunakhani under Tehsil Kaniha in the district of Angul having a production of 2MTPA Coal.

Operating days will be 300 days, 20 hours operation, 85 % with plant utilization.

Coal Washery rejects will be given to FBC Power Plants located in the vicinity of the project.

Hence there will not be any adverse impact on land environment due to solid waste

generation. The washing plant shall have the following inputs & outputs.

Raw coal = Ash 44 %

Washed Coal = Ash 34 %, Moisture 5.5 %, Gross Calorific value 4550 kCal / kg.

(iii) Need for the Project and Its Importance to the Country and or Region :

Working group on Coal and lignite for XIII Plan have assessed that 96% of total coal

production of country would be non-cooking coal and around 2/3rd of non- cooking coal

produced will be E to G Grade. (i.e high ash content).

The anticipated total capacity of beneficiation of non-cooking Coal India by end of XII

Plan has been estimated 199 MT and projected low grade coal production as 360 MT.

thus there will be a huge gap of 161 MT of capacity addition requirement of washing

the entire low grade coal to be produced.

The Ministry of Env. & Forest made it mandatory for coal based thermal power plants

located beyond 1000km. from the pit head and located in Urban & Density or critical

polluted area to use beneficiated coal with an ash content exceeding 34% wef.

01.06.2001. As a result, demand for beneficiated coal has increased substantially.

MoEF vide notification. No 02(E) dated 02.01.2014 has made certain rules further to

amend the Environment (Protection) Rules 2014 making it mandatory for coal based

thermal power plants to use, raw or blended or beneficiated coal washery ash content

not exceeding 34%.

The use of washed coal has got the following advantages.

1. Supply of consistent quality coal can be ensured thereby avoiding frequent

adjustments in input boiler and minimizing operators.

2. Higher thermal efficiency of boiler and higher steam rate.

3. Less wear and tear of coal grinding mills.



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4. Lower capital and operating cost for installing smaller ESP.

5. Higher productivity and campaign life of DRI kiln.

The proposed coal washery will generate revenue for State Government by way of

taxes on coal and benefit the local people by way of direct and indirect employment and

also it will further develop the physical infrastructure facilities.

The washery coal will produce environmental friendly to minimize the pollution levels

by coal transportation.

It reduces generation of fly ash quantity at the user point by using washed coal in place

of ROM Coal.

(iv) Demand-Supply Gap :

It is projected that by 2025 coal requirement for power generation will be 810MTPA.

Requirement of beneficiated coal will be 361 MTPA.

Presently beneficiated coal being produced is 100MTPA from Public & Private coal

washeries.

Coal washing and coal beneficiation process has been given major thrust. Thus leaves a very

wide gap which has to be filled by setting-up new washeries to wash about 250-300MT of

additional non-coking coal washeries by 2025.

Since quantity of superior grade coal is very limited, supply of washed coal is highly

demanded for power generation. Coal washing and coal beneficiation processes are to be

given major thrust in terms of developing strong research cells for developing better

practices, suiting requirements of all the coalfields of India.

(v) Imports vs. Indigenous Production:

Imported coals contain much less ash as compared to Indian Coal. India has huge resources

of Coal. Low ash Coal can be obtained by beneficiation only.

(vi) Export Possibility :

Entire washed coal will be used by nearby power station / Industries.

(vii) Domestic / Export market

There is huge requirement in both domestic and export high grade washed coal. The washed

coal will be supplied to nearby thermal power plants, Industries as per demand.

(viii) Employment Generation (Direct and Indirect) due to the Project :



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Industrialization uplifts the socio-economic standard of local people surrounding plant site.

Due to installation and operation of proposed coal washery 2MTPA capacity, considerable

employment will be generated.

During construction period of the project work will be generated for skilled, semiskilled and

unskilled construction labors. Technical people will be recruited during erection &

commissioning and operational phase. The project will provide employment for 150 – 200

employees in various capacities.



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CHAPTER-3

3. Project Description :

(i) Type of Project including interlinked and interdependent projects, if any :

This is a merchant washery, proposed to be set-up to meet the demand of washed coal. The

capacity of this proposed washery is 2MTPA.

(ii) Location (map showing general location, specific location and project boundary &

project site layout) with coordinates :

The proposed washery will be located at village Bikisar, Keshabpur, Ekagharia & Sunakhani

under Kaniha Tahasil in Angul District of Odisha state. The project is located between

longitude 850 08’47.00” to 850 09’ 09.24” E and latitude 210 02’ 26.17” to 210 03’ 29.94” N.

The proposed area is 101.81 acres including the forest land of 59.07 Acres. The entire project

falls in the survey of India (SOI) Toposheet No.73 G/4.

A map showing the 10km. radius around the project is shown as Figure 1.. No natural park,

wildlife sanctuary, migratory corridor of wild animal, archeological notified monuments are

present. Figure – 1 (Location Map of the Project Site)



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(iii) Details of alternate sites considered and the basis of selecting the proposed site,

particularly the environmental considerations gone into should be highlighted. :

Apart from the selected site at Bikisar, Keshabpur, Ekagharia & Sunakhani village, other 2

alternate sites have been examined for the project.

The details of alternate sites for the proposed 2MTPA coal washery project are given below :

Site 1 : - Village Belapada,, Kaniha Tahasil, Angul District.

Site 2 : - Village Rutubhuin, Kaniha Tahasil, Angul District

Site 3 : - Village Bikisar, Keshabpur, Ekagharia & Sunakhani Kaniha Tahasil,

Angul District.

Comparison of Alternate Sites:

Site Details Site-1 Site-2 Site-3GeneralCoordinates Latitude: 21° 02’ 04’’ N

Longitude: 85° 10’ 05’’ E

Latitude:21° 02’ 57’’ N

Longitude:85° 05’ 53’’ E

Latitude:21° 03’ 20’’ N

Longitude:85° 09’ 03’’ E

Name of Village Belapada Rutubhuin Bikisar,Keshabpur,Ekagharia & Sunakhani

Name of Tahasil Kaniha Kaniha KanihaName of District Angul Angul AngulNearesthabilitation

Jamudihi village is500 m

Rutubhuin village is500 m

Ekagharia village is 1.0Km away from theproposed plant.

Distancefrom nearestcity/ town

Talcher, 12.0 km Talcher, 20.0 km Talcher, 15.0 km

Land type Barren land Barren land About 101.81 acres ofvacant land

Water bodyand source ofwater

Nalla is adjacent Brahmani River isabout 2.0 Km

Brahmani River is about1.1kmWater will be sourcedfrom rain waterharvesting andrecycling.

Roadconnectivity

500 m approach roadconstruction is requiredto join NH-23.

1.0 Km approach roadconstruction is requiredto join NH-200.

0.68 km approach roadto NH-23.

Rail connectivity Railway siding is about2.0 km at SunakhaniRS.

Railway line is about 1km.

The proposed railwaysiding is adjacent to theproposed location.



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Forests No forest within 500 m. Kanheijena Reserveforest is adjacent to thesite.

No reserve forest within500 m

National parks& Wildlifesanctuaries

None None None

Site No: - 3 have been selected as it has all favorable features for establishing the project.

Land allotted by IPICOL/IDCO is non coal bearing area (Certified by Director of Geologyvide letter no:- Memo no-297/DG. Dt. 12.01.2016)

Within 5 km of mine area (as stipulated in Coal Washery policy formulated by Govt. ofOdisha)

Facility for railway siding Facilities for road transportation Availability of Water and power Maintaining required distance from NH

Google map showing all the selected sites (including alternate sites) location is given in Fig:1.

Figure: 2 Google Map showing alternate sites of the project:



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(iv) Size or Magnitude of Operation :

The capacity of proposed washery is 2MTPA.

(v) Project Description with Process Details (a schematic diagram / flow chart showing the

project layout, components of the project etc.) :

The project envisages setting-up of 2MTPA coal washery with wet process.

Process of Coal Washery:

Raw coal from mines shall be transported to the coal washery through rail/road byRake/Dumpers. Trucks shall either dump coal into the ground hopper or on the nearbyground dump from where the same shall be fed in the ground hopper. From the groundhopper the raw coal shall be fed to a Rotary Breaker for primary crushing and shaleseparation of coal. The primary crushed coal shall then be subjected to close circuitcrushing and screening and finally sized to minus 50mm. The sized coal shall be takento a series of storage bunker.

Raw Coal Receipt and Handling Arrangement:Raw coal in the size range 200-0mm from the mines will be received by Rail/roadtransport. The stock pile will have a self flowing capacity of 600-700 tons. In additionarrangements for stocking of raw coal to an extent of 2000tons on ground (close to stockpile) will also be provided. A pay loader will be used for reclamation of coal fromground stock.

Two mechanical vibratory feeders, 250TPH each will be provided for reclamation ofcoal from stock pile for feeding to the Reclaim conveyor of 250TPH capacity, whichwill carry the coal to the screen cum crusher house.

The reclaim conveyer will feed the coal to a vibratory screen for screening the coal at50mm. The 200-50mm coal will then be fed to a 1200mm wide picking conveyer forpicking/removing the shale/stones which will be disposed off by trucks. The 200-50mmcoal from the picking conveyer, after removal of stones, will then be fed to a double rollcrusher down to 50mm size.

The crushed coal from the crusher and the 50-0mm undersized coal from the vibratoryscreen will be carried by belt conveyor to supply the coal to the washery.

Washing Section:Sized raw coal (-) 50mm size from bunker shall be transported to the washing plantbuilding through belt conveyors where the same shall be fed into coal wetting launderwhere water shall be added with coal. Coal water slurry then shall flow through launder



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to a set of Desliming Sieve Bend and Screen under pan shall gravitate through pipes to aFine Coal Sump.

Deslimed coal (Coarser fraction of (+) 1 mm) shall go from screen discharge chute tothe launder. Magnitude media of required specific gravity shall be added at the back ofthe launder to get mixed with the coal and simultaneously to push to mixture ofmagnetite & coal slurry into the central column provided in the centre of the HMCyclone tank.

Coal & magnetite mixture from the centre column shall be pumped by Cyclone FedPump to feed to Heavy Media Cyclones are lined with high alumina ceramic tiles,Cyclone shall have overflow and underflow. Clean coal along with magnetite mediashall be received as overflow from the cyclone and to be fed to a set of Clean Coal SieveBend and Clean Coal Draining & Rinsing Screen. Magnetite media shall be drainedthrough Sieve Bend and first part of the Screen and be collected in the screens densecatch pan. The same shall be re-circulated back to the washing system.

The carried away magnetite with the coal particles shall be removed by water sprayingin the discharge part of the screen. Magnetite removed from the coal by water sprayingshall be collected in the dilute catch pan of screen as dilute media and be taken to dilutemedia tank.

Underflow of cyclone along with magnetite shall also be fed to a sieve bend & rejectscreen. Magnetite media shall be drained through sieve bend and first part of the screenand collected in the screens dense catch pan. The same shall be re-circulated back to thewashing system.

Carried away magnetite with the rejects coal particles shall be removed by waterspraying and collected in the dilute catch pan of the screen and the same shall be takento dilute media tank.

Clean coal collected from discharge end of clean coal screen shall be dried in centrifugeand transported to clean coal storage shed through belt conveyor or directly to clean coalstorage bunker.

Reject collected from the overflow of Reject Screen shall be transported to a rejectbunker and from there to reject disposal area.

Fine coal slurry collected in the fine coal tank shall be pumped into a set of classifyingcyclone. The underflow of the classifying cyclone shall be dewatered in Hi FrequencyScreen while the overflow from cyclone shall be fed to a Hi Rate Thickener. Thickened



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slurry from thickener shall be dewatered in a Multi Roll Belt Press Filter. Anionic andCationic Flocculants shall be used in thickener and Belt Press to facilitate setting anddewatering process. The discharge from Hi Frequency Screen shall be mixed withwashed coal after weather drying.

Dilute media as collected in the Dilute Media Tank shall be pumped by a dilute MediaPump to a Magnetic Separator Feed box. From there, the dilute media shall be feed to aWet Drum Magnetic Separator. The Separators shall separate out magnetite from waterand the dense media gets dislodged from the magnetic drum to the dense media laundersand from there to the Heavy Media Tank.

Effluent from magnetic separator goes to fine coal tank through wetting launder.

During the process of coal washing, some amount of magnetite get lost, which shall bemade up by adding fresh magnetite to the system. For this purpose, a magnetite additionRCC sump shall be provided where ground magnetite shall be charged and diluted withwater. The dilute magnetite media then shall be pumped through a vertical sump pumpto Dilute Media Tank

Plant control shall be achieved by centralized PLC based control system designed toenable one operator to start-up, monitor, control and shutdown all main equipments andprocess functions from the feed input to the plant through to product transfer conveyers.The PLC shall have provision for hot standby. A UPS with hot standby back up shall beprovided to take care of power tripping and fluctuations.

All major items of equipment will be interlocked in an automatic stopping sequencewithin the PLC in such a manner that both material and liquid flows will always be failsafe. Stop push buttons will be located adjacent to each drive and will be operable at alltimes.

An emergency stop button shall be located either in the control room or in the operatingcomputer to enable the plant to be stopped.

The density of the magnetite media shall be accurately controlled within the wide rangeto maintain required quantity of the washed products. The density measurement shall bedone by a Nucleonic Density Gauge. Indication and recording of the density levels shallbe given in the control room computer.

The specific gravity control shall be achieved automatically by respective modulatingsplitter actuators.The Flow sheet of Wet Coal Washing Operation is given in Figure – 3.



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Figure – 3



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(vi) Raw Material required along with estimated quantity, likely source, marketing area of

final product/s, Mode of transport of raw Material and Finished Product:

Raw Material requirement & Sources:

Run of Mines (ROM) coal will be only raw material requirement for the proposed washery

capacity of the washery is 2MTPA. Raw materials will be brought from the nearby mines of

Mahanadi Coalfield Limited.

Mode of Transport: (Finished Product):

By Road/Rail

(vii) Resource Optimization / Recycling and reuse envisaged in the project :

Rejects generated during coal washing process can be used for power generation in FBC

technology based power plants. Plants will have close circuit water circulation system so that

no effluent is discharged in the open outside the plant boundary.

(viii) Availability of Water its source, Energy / Power requirement and source :

Water requirement and its sources:

It is envisages that about 683.8 m3/day of make up water will be required for the operation

proposed coal washery.

The desired quantity will be drawn from rain water harvesting and recycling.

Purposes Requirement Water (KLD)

Coal Washing 7272Dust Suppressions 60Plantation 30Domestic 12Fire Fighting 100

Total 7474

Power and its Sources:

Total connected load for coal washing plant including crushing and screening will be

around 3000 KW.

The power will be sources from CESU.



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(ix) Quantity of Wastes to be generated (liquid and solid) and scheme for their Management /

disposal. :

Solid Waste Generation :

About 30% i.e. 6, 00,000 TPA washery rejects will be generated during coal washing

purposes. The rejects will / can be used by power plants having FBC technology. So

there will be minimal storage of rejects. No other solid waste is envisaged in coal

washing process.

Waste Water Generation :

Daily water requirement in the proposed washing is 7474 kld. About 92% i.e. 6690.2

kld water will be used as process effluent and also will be treated with thickeners. The

treated water will be reused in coal washing process. About 8 % i.e. 581.8 kld water

will be lost as coal moisture, evaporation losses and process losses.

The plant will operate on zero discharge principle. There will be not any effluent

discharge from coal washery plant.

Domestic effluent will be discharged in septic tanks followed by soak pit.

In view of conservation of water, rain water harvesting will be carried out Surface run-

off will be collected in a settling tank and we will be used in the process. Rooftop rain

water will also be utilized.

(x) Schematic representations of the feasibility drawing which give information of

EIA purpose:

Plan showing EC process chart has been annexed in Figure – 4..



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Figure – 4 (Environmental Clearance Process for Coal Washery Project)



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CHAPTER-4

4. Site Analysis :

4.1 Connectivity:

The area is well connected by road and rail. Nearest Airport is Bhubaneswar at a distance about

120km. Talcher is nearest railway station about 15 km. National highway passes at a distance about

1.0 km. from the proposed site.

4.2 Land Form, Land Use and Land Ownership:

About 101.81 acres land will be used for the proposed washery. four villages namely Bikisar,

kesabpur, Ekagharia & Sunakhani (Kaniha Tahasil) are within the proposed area.

The proposed land is predominating soil covered. There is Brahmani river at a distance 1.1 Km from

the site.

4.3 Topography:

The area is mostly flat terrain.

4.4 Existing Land Use Pattern:

The proposed land allotted for washery in Kaniha Block comprises of Govt and private land.

The land has been recommended to set up washery by IPICOL and IDCO.

There is water body i.e. river Brahmani at a distance about 1.1 Km away from the proposed site.

Other Water Bodies Present within 10km. from the periphery of the plant area are :

Forest Present within 10km. radius from the periphery of the plant area are :

There is no natural park, wildlife sanctuaries eco-sensitive areas within 10km. of study area. The

study area is not covered under any CRZ.

4.5 Existing Infrastructure:

The proposed washery site is well connected through national highway. The nearest railway station

is Talcher about 15km. away from the proposed site.

4.6 Soil Classification:

Soil Types:

The prevailing soil types in the study area are mostly alluvial and lateritic in nature. The general

characteristics of these soils are given below.

Alluvial soil:

Newly formed alluvial soils are called ‘Khader’ and old soils are ‘Bhanger’



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Found mostly in flood plain and deltas of river Nigra and its tributaries.

Laterite soil:

Very low in fertility

Formed in the monsoon climatic regions

Mixture of clay and red soils

4.7 Climate Data from Secondary Sources:

The climate of the project area is characterized by very hot dry summer and very cold winter.

The monsoon breaks during middle part of June and continues till end of September.

Temperature: The maximum temperature is about 45°C and the minimum temperature is 12°C

felt in the area.

Rainfall: The rainfall with an annual average of 1273.1 mm is fairly uniform in the area. About

80 % of the annual rainfall is received during the monsoon months from June to

September, August experiencing usually the highest rainfall.

4.8 Social Infrastructure Available:

Basic facilities line transport facilities are available in the nearby villages, school, colleges and

primary health centre are also available within 15km.



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CHAPTER-5

5. Planning Brief :

5.1Planning Concept (type of Industries, facilities, transportation etc) Town and Country

Planning / Development Authority Classification:

It is proposed to install used type coal washery at village Bikisar, Keshabpur, Ekagharia &

Sunakhani under Kaniha Tahasil with a annual production of 2MTPA after getting statutory

clearance from related authorities.

The project completion will depend on IDCO with regards to hand over of the Govt land.

5.2 Population Projection:

There are no major human settlements in the close vicinity of the project site. The manpower

requirement will be sourced from the local areas to the extent possible; hence not much of

settlement of outside people in the area. However population concentration may increase around

the project site due to increase in ancillary activities.

5.3 Land Use Planning (break-up along with green belt etc.):

Total requirement of land is 101.81 acres, out of which 59.07 ac is forest land.

33% of project area is for raising plantation including green belt.

5.4 Assessment of Infrastructure Demand (Physical & Social):

The road facilities will be strengthened.

Incident minor repair / coal washery equipment repair shop.

Day to Day repairing & Maintenance shop.

Office building, Sub-station, First Aid Centre, Rest Shelter, Canteen etc of appropriate size to

be provided.

5.5 Amenities / Facilities:

Facilities like canteen, rest room and indoor games facilities is provided in the existing plant

as basic facilities to workers.



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The project activities will lead to influx of outside people which will change the demographic

pattern of the area to some extent. There will be opportunity of getting employment as

construction laborers. The local population would also have employment opportunities

based on their educational qualification in business like petty commercial establishments,

small contracts / sub-contracts and supply of construction materials for buildings and ancillary

infrastructures etc. in addition to the direct employment/ indirect employment opportunities in

sectors such as catering, transportation, housing etc. Consequently, this will contribute to

economic upliftment of the area.

i. Local people will be given preference for employment;

ii. All the applicable guidelines under the relevant Acts and Rules related to

labour welfare and safety will be implemented during the construction work;

iii. The contractor shall be advised to provide fire wood/kerosene / LPG to the

workers to prevent damage to trees; and

iv. The construction site will be secured with fencing and will have guarded entry

points.



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CHAPTER-6

6.Proposed Infrastructure :

6.1 Industrial Area (Processing Area):

101.81 ac will be utilized for the proposed washery including 33% of green belt area. The main

plant area comprises of coal handling area, storage area, crushing sizing etc.

6.2 Residential Area (Non Processing Area):

No colonization is proposed. However facilities like canteen, rest rooms will be provided.

6.3 Green Belt:

About 33% of total land availability will be used for green belt development. All along the

boundary. About 33.6 acres will be used for plantation purposes.

6.4 Social Infrastructure:

Social Infrastructure will be developed as per need based in the villages of the close vicinity of

the project like- Health & Hygenic Drinking Water, Education, Village Road.

6.5 Connectivity (Traffic and Transportation Road / Rail / Metro/Water ways etc.) :

The area is well connected by road and rail, Talcher is the nearest railway station at a distance 15

km. National Highway is about 0.68 km away from the proposed area.

6.6 Drinking Water Management ( Source & Supply of Water) :

Drinking Water will be met from bore well.

6.7 Sewerage System :

Domestic effluent from the proposed washery will be discharged in septic tank followed by soak

pit system.

6.8 Industrial Waste Management :

Washery Effluent :



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Waste water will be collected in slime pond and will be circulated and zero effluent discharge

will be adopted. Waste water during coal washing will be treated in thickeners and will be re-

circulated.

Domestic Effluent :

Septic tank and soak pit combination will be provided. Sludge will be used as manure.

6.9 Solid Waste Management :

Rejects :

The rejects will be sold to the nearby power plants operating on FBC technology. Hence there

will minimal storage.

Municipal Waste :

About one tone per month Municipal Waste will be generated from canteen and will be

composted as manure.

6.10 Power Requirement & Supply / Source:

The estimated power requirement will be 3.0 MW and will be met by CESU.



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CHAPTER-7

7. Rehabilitation and Resettlement (R & R) Plan :

7.1 Policy to be adopted (Central/State) in respect of the project affected persons

Including home oustees, land oustees and landless laborers:

No R & R is involved as there is no habitation.



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CHAPTER-88. Project Schedule & Cost Estimate :

8.1 Likely date of start of construction and likely date of completion :

The construction is planned to commence within six months after obtaining Environmental

Clearance and Consent for Establishment.

8.2 Estimated Project Cost along with analysis in terms of economic viability of the project :

The project cost has been estimated as Rs 104.40 Cr. As follows.

Environment Cost :

Budgetary Provision of Rs. 5.0 Cr has been made for implementation of Environment

Management Plan.

Discription Cost in Lakhs (approx.)

Land 1900.00

Development of Sites and

boundary wall

650.00

Building (factory & Office) 1000.00

Plant & Machineries 2700.00

Electrical installation 350.00

Pollution Control measures 500.00

Other fixed assets 600.00

Other activities 500.00

Dedicated Railway siding 2240.00

Total 10440.00



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CHAPTER-9

9. Analysis of Proposal (Final Recommendation)

9.1Financial and Social benefits with special emphasis on the benefit to the local people including

tribal population, if any, in the area.

Financial and Social Benefits :

With the implementation of proposed project the socio-economic status of local people

will improve substantially.

Coal Washery will provide employments directly and indirectly.

The project will contribute additional revenue to state exchequers in form of taxes, cess

etc.

Health care facilities will be developed and medical facilities will be extended to

surrounding villages.

Socio-Economic Development Activities :

The management will uplift the standard of living of activities / responsibilities as a part of

corporate social responsibility.

Health & Hygiene :

- Weekly health camp aftering fine medical check-up

- Ambulance Services.

Drinking Water :

- Making arrangement drinking available at centralized location of villages.

Education :

- Providing books to poor children.

- Conducting annual sports in village schools

- Providing furniture & other assets to schools.

Lighting :

- Arrangement providing street lighting in and around nearby villages.



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Due to this project, 150 – 200 nos. of persons, who includes technical, supervisory, other highly-

skilled & skilled category, including the present and proposed employment potential some more

persons may be associated with this project to carry out some other developmental jobs as per

need-base from time to time. Satellite income such as shopping, supply of food items, tailoring,

hoteling etc. are extra. Medical, transport, communication facilities including the purchase

facilities and cultural improvement will be developed. Moreover the general awareness and

lifestyle of the people in the area will be improved.

The support extended in the field of education, medical facilities, recreation facilities shall

improve the normal status of the living of the local inhabitants. The members of the family of the

employee shall also get proportionate benefit out of it.

This project is financial viable and can comply with the environmental norms.

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Annexure - 1A

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Annexure - 1B

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Annexure - 1C

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