jindal steel and power limited -...

JINDAL STEEL AND POWER LIMITED

PRE-FEASIBILITY REPORT FOR

GARE IV/6 COAL MINE (OPEN CAST & UNDER GROUND) AND COAL WASHERY

AT VILLAGE GARE, LAMDARHA, SARAITOLA,

KHAMHARIA, KARWAHI AND TEHLIRAMPUR. DISTRICT RAIGARH, CHHATISGARH

(Extent : 381.42 Ha (942.526 Acres),

Capacity : 4 MTPA

JUNE, 2012

Prepared by:

M I N M E C C O N S U L T A N C Y P V T . L T D . A - 1 2 1 , P a r ya v a r a n C o m p l e x , I G N O U R o a d , N e w D e l h i – 1 1 0 0 3 0 Ph : 29534777, 29532236, 29535891 ; Fax : +91-11-29532568 E m a i l : m i n _ m e c @ v s n l . c o m ; W e b s i t e : ht tp: / /www.minmec.co. in

EEssttbb.. 11998833

An ISO 9001:2008 approved company

Min Mec Consultancy Pvt. Ltd.

Pre‐feasibility Report for Gare‐IV/6 Coal Block of JSPL 1

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY ......................................................................................................... 3

2.0 INTRODUCTION ................................................................................................................... 4

2.1 Identification of project and project proponent ..................................................................... 4

2.2 Brief description of nature of the project ............................................................................... 5

2.3 Need for the project and its importance to the country and / or region ............................... 5

2.4 Demand‐supply gap ................................................................................................................ 6

2.5 Imports vs. indigenous production ......................................................................................... 6

2.6 Export possibility ..................................................................................................................... 7

2.7 Domestic / export markets ..................................................................................................... 7

2.8 Employment generation (direct and indirect) due to the project .......................................... 7

3.0 PROJECT DESCRIPTION ........................................................................................................ 8

3.1 Type of project including interlinked and interdependent projects ....................................... 8

3.2 Location with coordinates....................................................................................................... 8

3.3 Details of alternate sites & Environmental considerations .................................................... 8

3.4 Size or magnitude of operation .............................................................................................. 9

3.5 Project description with process details ................................................................................. 9

3.6 Raw material required with estimated quantity, likely source, mode of transport of raw material and finished product .......................................................................................................... 16

3.7 Resource optimization/ recycling and reuse envisaged in the project ................................. 17

3.8 Availability of water its source, energy / power requirement and source ........................... 17

3.9 Quantity of wastes to be generated (solid) and scheme for their management / disposal . 18

3.10 Schematic representations of the feasibility drawing .......................................................... 18

4.0 SITE ANALYSIS ................................................................................................................... 19

4.1 Connectivity .......................................................................................................................... 19

4.2 Land form, Land use and land ownership ............................................................................. 19



4.3 Topography ........................................................................................................................... 20

4.5 Existing infrastructure ........................................................................................................... 21

4.6 Soil classification ................................................................................................................... 21

4.7 Climatic data from secondary sources .................................................................................. 21

4.8 Social infrastructure available ............................................................................................... 22

5.0 PLANNING BRIEF................................................................................................................ 23

5.2 Population projection ........................................................................................................... 23

5.3 Land use planning (break up along with green belt etc.) ..................................................... 23

5.4 Assessment of infrastructure demand (physical & social) .................................................... 24

6.0 PROPOSED INFRASTRUCTURE ............................................................................................ 33

6.1 Industrial area (processing area) .......................................................................................... 33

6.2 Residential area (non processing area) ................................................................................. 33

6.3 Green belt ............................................................................................................................. 33

6.4 Social infrastructure .............................................................................................................. 33

6.5 Connectivity .......................................................................................................................... 34

6.6 Drinking Water management (source & supply of water) .................................................... 34

6.7 Sewarage system & industrial waste management .............................................................. 34

6.8 Solid waste management ...................................................................................................... 34

6.9 Power requirement & supply / source .................................................................................. 37

7.0 REHABILITATION AND RESETTLEMENT PLAN ...................................................................... 38

8.0 PROJECT SCHEDULE & COST ESTIMATES ............................................................................ 39

8.1 Project schedule .................................................................................................................... 39

8.2 Cost of production ................................................................................................................ 39

9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) ..................................................... 40



1.0 EXECUTIVE SUMMARY The salient features of the project are given below:

Project name Gare IV/6 Coal Mine( Open Cast &Under Ground ) (4 MTPA) and 700 TPH

(4 MTPA) Coal Washery.

Project proponent M/s Jindal Steel & Power Limited

Block Allottees Jindal Steel & Power Ltd and Nalwa Sponge Iron Ltd.

Villages in the ML area Gare, Lamdarha, Saraitola, Khamharia, Karwahi and Tehlirampur.

Geographical co‐ordinates of the Block ( In Modified Everest system)

Northern Corner ‐ 22° 09’ 47.4322” N

83° 29’56.8635 ” E

NE Corner ‐ 22° 09’ 14.2488” N

83° 30’21.3609 ” E

Southern Corner ‐ 22° 07’ 58.7109” N

83° 29’49.4764 ” E

WesternCorner ‐ 22° 09’ 08.0051” N

83° 29’ 04.3174 ” E

Total ML Area Area of mine = 381.42 Ha

Area of Washery and Facilities = 12.52 Ha

Capacity Proposed ROM from mine = 4 MTPA

Proposed washery throughput = 4 MTPA

Land ownership break up 381.42 Ha

Private land (agriculture)‐ 254.341 Ha

Govt. land (grass, road, Kotwari, water body, etc) – 33.513 Ha

Forest Land (chote & bade jhaad ke jungle )‐ 93.566 Ha

Reserve The recoverable (extractable) reserves are 66.371 MT by OC method while the mineable reserves by UG method are 23.998 MT considering 40% recovery from net geological reserves of seam I, II, III, & IV as totalling to 90.369 MT.

Rated capacity Proposed ROM from mine = 4 MTPA

Proposed washery throughput = 4 MTPA



Life of the mine 23 years for opencast and extends up to 34 years including underground mining as per calendar programme.

Method of Mining Opencast and Underground

Blasting Short delay detonators

Storage of explosives Two magazines, each of 9.5 T capacity of Gare IV/1 shall be utilised.

Working days 365

Manpower 750

Transportation From the mine to washery and facilities proposed to be located at the NE corner of the ML. The washed coal will be transported from the washery to the JSPL and NSIL plants by road (Lailunga‐Tamnar‐ Raigarh) which will be realigned around the ML.

Expected cost of the project

(Mine & Washery)

300 Crores

Elevation 250 m to 284 m

Topography Gentle topography with slope towards Kelo river in the east.

Water requirement 1346 m3/day.

Source of water Bore well, mine sump and surface reservoir.

Power requirement and Source

All the power requirement will be fully met by the pithead Dongamohua Power Plant of Jindal Steel & Power Limited ( near Gare ‐ IV/1 Coal Mine)

2.0 INTRODUCTION 2.1 Identification of project and project proponent The Gare Palma Coal Sub Block IV/6 was allotted jointly to M/s Jindal Steel &

Power Limited & M/s Nalwa Sponge Iron Limited by Central Government vide MOC letter no. 13016/34/2005‐CA‐I at 13‐01‐2006 for mining coal to meet the requirement of their respective Sponge Iron Plants situated at distances of 25KM and 45KM from the Coal Block at Taraimal & Raigarh respectively.

This Coal Block is situated in Mand‐ Raigarh Coal Field and spread over a lease hold

area of 381.42 Ha. The capacity of the Coal Mine and Washery for beneficiating the ROM Coal will be 4MTPA each

The Coal of Gare IV/6 block is of Grade F & G with ash percentage upto 50%.

Beneficiation is essential for effective and efficient utilisation of this high ash coal.



Based on the washability tests done by Central Institute of Mining and Fuel Research, Dhanbad on Coal samples drawn from Gare IV/1 Open Cast Coal Mine, the yield of clean coal has been arrived at 25.46% (weighted average of seam X, IX, VIII, VII and VI at 24% ash on dry basis. Based on calculations, the ROM coal capacity of the mines will be about 10.0 MTPA. Out of a total of 10.0 MTPA ROM coal, 6.0 MTPA will be obtained from Gare IV/I and remaining 4 MTPA from Gare IV/6.

The total Coal requirement for the existing and proposed DRI Plants of JSPL and

Nalwa Sponge Iron Ltd. is 10.0 MTPA as per the details given below in Table 1:

TABLE 1 COAL REQUIREMENT CALCULATION

Sl. No.

Particulars JSPL Existing

JSPL Expn.

Nalwa Total

1 DRI plant capacity, MTPA 0.65 0.66 0.373 1.683

2 Clean coal (24% ash on dry basis) required @ 1.4 T/T of DRI, MTPA)

0.91 0.924 0.522 2.356

3 ROM @ 25.46% yield of clean coal MTPA

3.57 3.63 2.05 9.25

( Say10.0)

2.2 Brief description of nature of the project Coal Mining: The proposed mine will extract coal at the rate of 4 MTPA from a

mine lease area of 381.42 Ha located in villages Gare, Lamdarha, Saraitola, Khamharia, Karwahi and Tehlirampur, District Raigarh, Chattisgarh. It comprises 156.199 Ha Tribal land, 98.142 Ha Non‐Tribal land, 33.513 Ha Govt land, 51.066 Ha Forest land (Chote Jhar Ka Jangal), 42.5 Ha Forest land (Bade Jhar Ka Jangal (P.F)) Mining will be done by Underground and Opencast methods.

Washery: The proposed Washery and facilities shall be set up in the NE corner of

the Mine in an area of 12.52 Ha. 2.3 Need for the project and its importance to the country and / or region Growing demand of coal has with time created a gap between production and

demand of coal. This stimulated an idea of allotting some of the coal blocks (Non CIL) to private parties by declaring these as Captive Mining blocks. With this background, a decision was taken in the Seventh Screening Committee meeting to declare Gare Block as Captive Mining block. Subsequently, on the basis of 37 regional boreholes, drilled by GSI, CMPDI carried out an exercise in Aug. ’95 to identify suitable coal blocks containing about 100 mt reserves each for allotment to private parties. Accordingly, the entire Gare block was divided into four sectors,



namely‐ I, II, III and IV. Out of these, Sector IV was further sub‐divided into 8 sub‐blocks numbered as IV/1 to IV/8.

Gare block has been identified for captive mining by private companies. According

to the Geological Survey of India total reserves ( including proved, indicated and inferred reserves ) of non‐coking coal in the Mand Raigarh Coalfield is 18,532.93 million tonnes. Out of this 13,868.20 million tonnes is up to depth of 300 metres, 4569.51 million tonnes is at a depth of 300‐600 meres and 95.22 million tonnes is at a depth of 600–1200 m. (Source: ttp://en.wikipedia.org/wiki/Mand_Raigarh_Coalfield)

2.4 Demand‐supply gap There is a strong two‐way relationship between economic development and

energy consumption. The Indian coal industry was nationalized in the early 1970s. Today 55 percent of our primary energy needs and about 70 percent of power generation in India is coal based. The coal demand is projected to increase over two billion tonnes by 2030 and the share of coal in the overall energy mix is envisaged to be in the range of 52 to 62 percent. Country’s coal production is hovering around 530 million tonnes presently and we are importing about 67 million tonnes of coal both coking coal, for meeting the requirement of the steel sector and superior quality of non‐coking coal for meeting the requirements of the other industries including power sector in the absence of sufficient availability from domestic sources. This shortage situation cannot be allowed to continue and domestic producers have to rise to the occasions in meeting the expectations of consumers. To supplement the efforts of national exploration agencies government is also encouraging private sector to enter into coal exploration. To meet the sharply rising coal demand we need to accelerate the deployment of appropriate technologies and practices that can enhance efficiencies of coal mining while continuing to improve mines safety and reducing the environmental impacts. Coal demand is an aggregate derivative of the overall demand of various sectors which consume Coal. The output for each sector acts as a function of the growth of National Economy. (Source: Coal Summit 2010).

2.5 Imports vs. indigenous production As per the latest estimates the imports may cross 80 million tonnes in the current

year and eventually cross 200 million tonnes by 2015‐16, 200 million tonnes is about 25 percent of the international trade in coal. So the Indian demand is going to actually make a big difference in the international trade as well. Additional requirement of coal in 2011‐12 is 90.35 MT. The details of coal production are given in Table 2.



TABLE 2 DETAILS OF COAL PRODUCTION

Domestic production 11th Plan

2011‐12

12th Plan

2016‐17

13th Plan

2021‐22

14th Plan

2024‐25

Cooking coal (washed coal) 26(13) 26(13) 35(18) 36(18)

Non‐cooking coal 582 734 879 1012

Total production 621 778 942 1086

Source: Coal Vision 2025 (Source: Coal Summit 2010) 2.6 Export possibility There will not be any export of coal from the proposed coal block. Jindal Steel &

Power Ltd. and Nalwa Sponge Iron Ltd will supply it on an exclusive basis to their plants for DRI manufacture near Raigarh which is 40 km from Coal Block.

2.7 Domestic / export markets The Gare Palma Coal Sub Block IV/6 was allotted jointly to M/s Jindal Steel &

Power Limited & M/s Nalwa Sponge Iron Limited by Central Government vide MOC letter no. 13016/34/2005‐CA‐I at 13‐01‐2006 for mining coal to meet the requirement of their respective Sponge Iron Plants situated at distances of 25KM and 45KM from the Coal Block at Taraimal & Raigarh respectively. Quality of Coal is inferior. Therefore coal beneficiation process is proposed within the ML area. There will not be any export from the mine.

2.8 Employment generation (direct and indirect) due to the project Total 750 number of manpower will be directly employed in the mine and more

would be in indirect employment. The mining establishment presents employment opportunities under various cadres viz. management, supervisory, highly skilled, skilled, semi skilled, and unskilled workmen etc.



3.0 PROJECT DESCRIPTION The proposed mine will extract coal at the rate of 4 MTPA from a mine lease area

of 381.42 Ha located at Gare, Lamdarha, Saraitola, Khamharia, Karwahi and Tehlirampur villages in District Raigarh, Chattisgarh. The mining operations shall be carried out by Open Cast as well as Underground methods. The Gare‐IV/6 Coal Block is located in the Mand Raigarh Coalfield. Exploration in this sub block was carried out by CMPDI from Dec. 2003 to May 2004. total number of boreholes drilled by CMPDI is 31 (CMRG‐1, 2, 4 to 19, 21 to 33). A coal Washery and facilities of 4 MTPA capacity in 12.52 ha will be installed in the ML area of Gare IV/6.

3.1 Type of project including interlinked and interdependent projects The Gare Palma Coal Sub Block IV/6 was allotted jointly to M/s Jindal Steel &

Power Limited & M/s Nalwa Sponge Iron Limited by Central Government vide MOC letter no. 13016/34/2005‐CA‐I at 13‐01‐2006 for mining coal to meet the requirement of their respective Sponge Iron Plants situated at distances of 25KM and 45KM from the Coal Block at Taraimal & Raigarh respectively. Washery has been proposed for the coal beneficiation process. The coal produced from the mine will be entirely used for the captive purpose.

3.2 Location with coordinates

The Gare‐ IV/6 lies in Mand Raigarh Coalfield in Raigarh district of Chattisgarh state. The Mine site is located in the lands of Gare, Lamdarha, Saraitola, Khamharia, Karwahi and Tehlirampur villages of district Raigarh in Chattisgarh. The area is covered in the Survey of India Toposheet F 44 L 8 ( Old 64 N/8) & F 44 L 12 (Old 64 N/12) and the co‐ordinates of four corners of the block are:

Northern Corner ‐ 22° 09’ 47.4322” N

83° 29’56.8635 ” E

NE Corner ‐ 22° 09’ 14.2488” N

83° 30’21.3609 ” E

Southern Corner ‐ 22° 07’ 58.7109” N

83° 29’49.4764 ” E

Western Corner ‐ 22° 09’ 08.0051” N

83° 29’ 04.3174 ” E

3.3 Details of alternate sites & Environmental considerations Mining being site specific, no alternatives site is under consideration. The block

has been allotted by Ministry of coal. Environmental considerations and protection measures assume greater importance for the project. M/s Jindal Steel & Power Ltd. and Nalwa Sponge Iron Ltd. shall ensure that the proposed mine causes no



adverse impact on the area. The proposed project is planned to meet all environmental norms and further improve the environs in the area.

Diversions

Tamnar ‐ Lailunga road passing through ML is proposed to be diverted along the boundary of ML

Seasonal nala through the NW part of the ML shall be diverted along the lease boundary.

The power line passing through the western corner will be diverted along the western boundary of the ML during the 3rd year.

3.4 Size or magnitude of operation The total extent of the proposed mining lease area is 381.42 Ha. From the

proposed lease area it is planned to mine a maximum of 4 MTPA of coal. The life of mine will 23 years for opencast and extends upto 34 years including

underground mining as per calendar programme. The coal washery shall have capacity of 4 MTPA.

3.5 Project description with process details Gare IV/6 coal block extending to the area of 3.81 sq kms have coal reserves in

proved and indicated to the extent of 84.11 MT in seams, IV, III, II and I which are only amenable to underground mining with extractable reserves as 23.998 MT. The top seams IX to VI are extractable through open cast mining having proved geological reserve of 73.9848 MT and extractable as 66.371 MT.

3.5.1 Coal seams of Gare IV/6 block The seam‐wise and category‐wise reserves are given in Table 3 and Calender

Programme is given Table 4.

TABLE 3 SEAM‐WISE AND CATEGORY‐WISE ‘NET’ GEOLOGICAL RESERVES

(RESERVES IN MILLION TONNES)

Seam Category

Proved Indicated Total

A. Quarriable reserves

(i) Proved

IX 16.6404 16.6404

VIII 21.5056 21.5056

VII* 17.0146 17.0146

VI 18.8242 18.8242



Seam Category

Proved Indicated Total

Total (A) 73.9848 73.9848

B. Under ground reserves

(i) Proved reserves

IV 3.7272 3.7272

Total (i) 3.7272 3.7272

(ii) Indicated reserves

IV 11.8361 11.8361

III 14.0073 14.0073

II 27.4714 27.4714

I 27.0704 27.0704

Total (ii) 80.3852 80.3852

Total Proved + Indicated (i & ii)

3.7272 80.3852 84.1124

Grand Total (A+B) 77.7120 80.3852 158.0972

* In addition to 17.0146 mt of ‘proved’ reserves in seam VII, 8.8886 mt ungraded coal will also be available in the deteriorated zone. Including ungraded coal, the total opencast quarriable reserves are 82.8734 mt and the total reserves for all seams are 166.9858 mt.

TABLE 4

CALENDAR PROGRAMME FOR COAL PRODUCTION, MT

Year (OC) UG Total ROM OC + UG ROM Washed (25.46%

yield) ROM Washed

(70%)

1 1.5 0.38 1.5

2 4 1.02 4

3 4 1.02 4

4 4 1.02 4

5 4 1.02 4

6 4 1.02 4

7 4 1.02 4

8 3.73 0.95 0.1 0.07 3.83

9 2.65 0.67 0.5 0.35 3.15

10 2.65 0.67 0.5 0.35 3.15

11 2.65 0.67 0.5 0.35 3.15

12 2.65 0.67 0.5 0.35 3.15

13 2.65 0.67 1 0.70 3.65

14 2.65 0.67 1 0.70 3.65



Year (OC) UG Total ROM OC + UG ROM Washed (25.46%

yield) ROM Washed

(70%)

15 2.65 0.67 1 0.70 3.65

16 2.65 0.67 1 0.70 3.65

17 2.65 0.67 1 0.70 3.65

18 2.65 0.67 1 0.70 3.65

19 2.65 0.67 1 0.70 3.65

20 2.65 0.67 1 0.70 3.65

21 2.65 0.67 1 0.70 3.65

22 2.65 0.67 1 0.70 3.65

23 0.041 0.01 1 0.70 1.041

24 0 1 0.70 1

25 0 1 0.70 1

26 0 1 0.70 1

27 0 1 0.70 1

28 0 1 0.70 1

29 0 1 0.70 1

30 0 1 0.70 1

31 0 1 0.70 1

32 0 1 0.70 1

33 0 1 0.70 1

34 0 0.898 0.63 0.898

Total 66.371 16.89 23.998 16.87 90.37

3.5.2 Mining method In the Geological report, the total reserves are given as 158.0972 mt. Out of this

73.9848 mt are shown as opencastable upto coal to OB ratio as 1 : 2.338 (2.338 cum of OB to 1 Te of Coal). The remaining 84.1124 mt are mentioned for underground mining.

Opencast Mining of Working Upto Seam VI Opencast mining method has been adopted for mining coal up to Seam VI due to

following reasons:

- The coal seams are in cropping at a shallow depth

- The OB : Coal ratio is favourable (2.338 : 1 without re‐handling) for opencast mining



- The mining by opencast method will be economical against underground method

- The opencast mining operations are comparatively safer and ensure higher recovery of coal resource

The proposed mining operations in the Gare‐IV/6 block will commence from the

north‐eastern portion of the lease area viz. rise side of the deposit. It is proposed to adopt mechanised opencast method on three shift basis with the

deployment of drill machine, loaders, shovels, dumpers, R.Ds etc. The initial box cut will be made in the Seam VI after making an entry near borehole No. CMRG‐003 as the incrop is available here at shallow depth of about 20 m.

Opencast working Overburden removal: Trucks and shovels

The overburden comprises soil cover underlain by weathered mantle which is in

turn underlain by comparatively stronger OB strata. 8 m to 10 m high benches will be developed to excavate the OB. To start with, the

topsoil material (1m thick) will be excavated by suitable capacity hydraulic shovels and transported to a designated area by dumpers. Two types of topsoil storages will be made‐one permanent type near the external OB dumps and another temporary stacks on the backfilled area for immediate use within the same year before the onset of monsoon. This topsoil will be eventually re‐used for reclamation. It is estimated that a total of 1.86 M cum of topsoil will be generated during the entire period of mining operations .

Coal mining

Conventional methods of mining employing shovel‐dumper combination will be

mainly used to excavate coal. 110/150 mm dia drills will be used for blast hole drilling and the blasted coal will be loaded in 25 T dumpers (coal body) by 2.5 cum hydraulic backhoe and 0.9 cum hydraulic backhoe initially and 4‐5 cum hydraulic shovels during the 2nd phase of full production from 4th year in conjunction with 25 Tonnes coal body dumpers/FEL.

Drilling

Crawler‐mounted type pneumatically operated down the hole drilling rigs with

hole diameter of 150‐250 mm and those rigs are capable to meet the future requirement of 8 m/hr will be deployed for OB. R.B.H drills will be used for drilling 110/115 mm dia. holes in coal.



Loading The excavation shovels/FEL deployed for coal will be used for loading the coal at

the face.

Underground Working Area of about 300 x 200 m will be left near the south‐eastern boundary of the ML

for providing space for opencast facilities like maintenance shed, offices, canteen etc. and underground facilities like the underground drift opening, ventilation fan, crushing plant and washing plant.

It will be essential to convert the indicated reserves into the proved category

before taking any decision of underground mining. Indicated reserves of 84.1124 of good quality coal should be mined as such.

The underground activity will be started from 3rd year onwards for making the

preparation of the entry from surface by drift drivages (Two numbers) up to seam IV at a gradient of 1:4. One drivage for the coal transport by belt conveyors and the other one for the ventilation of the mine. The mine can be planned on the long wall panels with powered support or Board & pillar system having mechanisation with side discharge loader & belt conveyors.

The production from underground mine will start from 8th year at 0.1 MT and will

be increased to 0.5 MT by 9th year and from 13th year onwards the production will be 1.00 MTPA.

Mine Entries

In north eastern boundary of the ML about 300 x 400 m is left to accommodate facilities, from where two incline drifts in 1 in 4 will be started. The cross section of the two drifts will be kept as 4.8 m.X3.0 m. The drifts will touch seam IV. 4 dip drivages after touching coal will be started shown . One of the drifts will be used for coal evacuation by belt conveyor. This will also be used as traveling road. The other drift will be used as haulage road for materials supply in different seams and at later stage could be used for making man riding arrangements. Both the drifts will serve as intake. An air shaft of about 5 m dia. will be sunk up to seam I at the location shown in the plan ( Include map) . A mechanical exhaust ventilator of adequate size and capacity will be installed at this shaft. While developing each seam first connection to the shaft will be made which will serve as return airways. It is envisaged to enter all seams independently in order to simultaneously get some superior quality coal from bottom seams while getting major production from IV and III top inferior seams. From seam IV, the two drifts are driven at rt. angle towards east in 1in 4 to enter seam III. Pair of drifts are again under taken in seam III, and driven at right angle towards west which touch seam II. After entering seam II 4dip drivages along the floor will be started. After touching seam



II, it is proposed to continue stone drivage in the same direction maintaining same gradient till touching seam I.

3.5.3 Mineable reserves and anticipated life of mine The recoverable (extractable) reserves are 66.371 MT by OC method while the

mineable reserves by UG method are 23.998 MT considering 40% recovery from net geological reserves of seam I, II, III, & IV as totaling to 90.369. A factor of 0.7 has been used for converting indicated reserves into proved reserves in underground reserves.

The life of the opencast mine will be about 23 years at target annual production

rate of 4.0 MT as per the calendar programme of production worked out to attain the production level of 4.00 MT by 2ND year. The underground mining will start from 8th year and last upto 34th years giving a target production of 1.0 MTPA.

3.5.4 Scheme of Mine Development An area of about 300 x 400 m will be kept reserved at the north‐east portion of the

ML for providing all the facilities of opencast operations as well as future underground mining for its access. The coal from this area will be extracted by opencast method before starting the underground coal extraction. The development works during the first year include making access road to the site, obtaining 1st set of mining equipment, top‐soil removal and driving box‐cut, and taking up other construction activities. The works to be completed during the second year are obtaining second set of mining equipment, and progressive removal of over‐burden. The power line passing through the western corner will be diverted along the western boundary of the ML during the 3rd year.

A coal washery will be installed in the ML area of Gare IV/6 and since M/s JSPL in

Gare IV/I is already operating two washeries, the parameters of the washery will be available & utilised for designing the washery.

The transportation will be effected either by trucks or conveyors directly to plant. Similarly the road infrastructure upto the coal washery would need improvement

before it becomes fit for large‐scale coal transportation. Keeping all the above in view, the build‐up in coal production cannot be but slow. The mining will begin with an aim of producing 4.00 MTPA from 2ND year onwards. However, the overall annual coal production from OC+UG operations will come down to 3.65 MTPA from 13th year onwards as the coal from UG mining will be of better quality of coal viz. Grade E, D and B/C from Seam IV,III, II & I respectively.The total coal production in the first five years will be 17.5 T.



Year 1 The initial mine entry will be made in the seam VI in the incrop in northeastern

part of the ML area at BH No. CMRG‐003 and aligned from east to west. By the end of this year OB generation is 5.25 Mcum with a coal production of 1.5 MT from seam VI. Three OB benches immediately below the surface (benches at 270 mRL, 260 mRL and 250 mRL) and parting between seam VII & VI will be worked out during the year.

Year 2

Above mentioned OB benches will be further extended while a new lower bench

at 240 mRL will be opened and coal production takes place from During this stage the OB excavation is about 11.12 Mcum including Inter Burden from partings in between seam VII & VI combined and Coal production being 4.0 MT.

Year 3

The mine pit configuration remains the same as in the previous year. The

previously worked out OB benches along with partings between seams mentioned above will be extended resulting in waste generation of 8.76 Mcum. Coal is obtained by mining the above seams upto floor of seam VIII, VII & VI combined and coal production is 4.00 MT.

Year 4

The benches previously created are advanced and all the four seams viz IX, VIII, VII

& VI are also exposed. At the end of this year the production of waste and coal is 8.76 mm3 and 4.0 MT respectively.

Year 5

During the 5th year, the benches created during the previous year are advanced

and all the four seams also exposed. The waste generation is 8.76 Mcum and coal production is 4.0 MT.

3.5.5 Blasting pattern In the blasting operations,controlled blast practices are proposed using low

powder factor. Blasting will fragment the strata with very little displacement of muck to facilitate efficient digging. Large dia holes of 200‐250 will be drilled in order to excavate on an average of 13.34 million BCM (Bank Cubic Meter of OB) per year. A powder factor of 0.30 to 0.35 kg per BCM has been adopted for overburden.



Short delay detonators shall be used. The daily requirement of explosive is

assessed 11 tonne. However, two magazines, each of 9.5 T capacity are already existing for the storage of primers, detonators, fuse etc. near the outside dump at the Gare IV/I mine site, which will also cater to the requirement of Gare IV/6 mine.

3.5.6 Washery The coal washability studies for coal seams VII, VIII, IX and X have been carried out

by CIMFR, Dhanbad. It shows that yield will vary between 12.4% to 40.0% for Clean Coal of 24% Ash ( dry basis). While conducting washability tests for operational Gare IV/1 coal seams, it is found that the ash percentage of coal of Gare IV/1 given in the GR is less than what is actually found in the mined coal as determined by CIMFR, Dhanbad.

A new washery will be installed with 4.00 MTPA capacity within the ML area of

Gare IV/6 Block.

Waste disposal method TPS ash will be transported back to the mine for disposal in to the voids alogwith

over burden in accordance with the statutory permissions / approvals. Besides effective disposal, it will also contribute to reduction of large void, which will be there at the end of the life of the mine. This will increase reclaimed land.

Quantity and type of chemicals to be used and stored

A chemical called flocculent will be stored for dosing system of fine coal and will

act as a coagulant.The only requirement will be of explosives and diesel. The diesel will be systematically stored in a 50 KL underground tank while the explosive will be stored in the existing magazine at Gare IV/1 mine.

Water required for mineral processing its source and waste disposal

Adequate water will be available from the mine sump for industrial use. The waste

disposal will be done in slurry ponds/ lagoons from where water will be reclaimed in the closed circuit with zero discharge concept. Drinking water will be drawn from the ground.

3.6 Raw material required with estimated quantity, likely source, mode of transport

of raw material and finished product No raw material is required. The coal mined from Gare‐IV/6 Coal Block will be used

for DRI Plants of JSPL and Nalwa Sponge Iron Ltd.



Coal Transportation The coal mined from the mine will be brought to the washery proposed to be

located at the NE corner of the ML. The washed coal will be transported from the washery to the JSPL and NSIL plants by road (Lailunga – Tamnar ‐ Raigarh) which will be realigned around the ML. A road will be constructed along the NE boundary of block from the washery site upto the northern corner through the haul road exit after which it will be aligned along the north‐northwestern boundary line (the line dividing block IV/6 and IV/7 upto the NW corner). This road will then be laid along north west‐southern boundary line till it meets the already existing road heading to Tamnar.

3.7 Resource optimization/ recycling and reuse envisaged in the project During construction, emissions are fugitive in nature due to excavation for surface

facilities, soil handling, levelling and similar activities. The content of the emissions is predominantly SPM, for which dust mask shall be provided to the workers. Water sprinkling will be done on roads, excavation sites and soil dump yards to reduce fugitive emissions. There will be some emission due to burning of fossil fuel in construction machinery.

The coal will be beneficiated at the mine site. Processing / beneficiation of the

mineral “Coal” is being envisaged. The resources which are used in the mining and washery will be recycled by various methods. Sludge generated from domestic wastewater treatment will be composted and used as manure. Spent oil from transformers, machines, vehicles & DG sets generated periodically, will be sold to the authorized vendors. Mine water shall be discharged through adequate number of pumps (as required) and shall be used for mining activity.

3.8 Availability of water its source, energy / power requirement and source 3.8.1 Water Industrial water required for HEMM washing, sprinkling on haul roads for dust

suppression and for watering the mine site plantations, will be supplied from pumping installation at mine sump and surface reservoir. The drinking water will be supplied from bore well and stored in overhead tank near the facilities area and distributed through pipe lines to different facilities area for drinking and domestic purposes. Total requirement of water for mining and allied activities are estimated as 446 m3/day. For Mines – 381 m³/day and Domestic‐ 65.0 m³/day. The water requirement for Washery and Facilities is 900 m³/day.



3.8.2 Power All the power requirement will be fully met by the pithead Dongamohua Power

Plant of Jindal Steel & Power Limited ( near Gare ‐ IV/1 Coal Mine). The total connected load for the coal washery shall be around 8 MW. The specific power consumption for washing including CHP shall be around 6.5 kW per Tonne of raw coal throughput. Approx. 45 KL/D fuel (diesel) will be consumed.

3.9 Quantity of wastes to be generated (solid) and scheme for their management /

disposal A total of 153.31 MCUM B of overburden and 1.86 MCUM B of topsoil will be

generated till conceptual stage. Part of OB excavated from the mine from 1st year till the 10th year and part of 11th year (84.66 mil. cum) will be accommodated in a surface dump spread over 63.22 Ha area on the south‐western part of ML including top soil for afforestation. The height of the dump achieved during 1st and 2nd year will be 70m which will remain unchanged in future.

Backfilling will start from 3rd year of the project operation with a meagre quantity

of 8.65 Mcum B. During 3rd to 10th year partial backfilling (56.20 Mcum B) will take place whereas part of the excavated overburden will be deposited at the external dump (27.32 Mcum B). With the advance of mining operations from north‐east to south‐west, the internal backfill quantities will progressively increase and full‐scale backfilling will be achieved from 11th year onwards.

The total topsoil generated (1.84 Mcum B) during the development of mine will be

stacked separately in a soil stack pile in between the pit and the surface dump over an area of 4.5 Ha. It will be used for growing plants along the fringes of the site roads and reclamation of external dump and backfilled area.

3.10 Schematic representations of the feasibility drawing The conceptual surface plan of mine lease, after mining will be completed, is given

in Annexure I.



4.0 SITE ANALYSIS 4.1 Connectivity

Road The existing road from Tamnar to Lailunga is in good condition. An approach road

to the pit entry mouth will be made from the existing road with a length of about 2500 m within the ML area. The main road (Jindal road) is in very good condition and off shoot from the above approach road to Gare IV/6 area for a distance of about 2.5 km needs to be upgraded. From the branching point of the road to Lailunga also needs strengthening in Phase‐I which will be finally diverted along the North & West boundary.

Rail Link

Raigarh is the nearest railhead on the Howrah‐Mumbai line of South Eastern

Railway.

Air Link The nearest air‐port is Raigarh‐ 45 km from mine lease and Raipur – 215 km from

the mine lease. 4.2 Land form, Land use and land ownership The Gare‐IV/6 Coal Block occupies 381.42 Ha land in in Mand Raigarh Coalfield.

Prevailing land use The present land break of the area required for the project is given below in Table

5.

TABLE 5 LAND SCHEDULE FOR MINING LEASE FOR COAL OVER AN AREA OF 381.42 HA IN

VILLAGES, LAMDARHA, SARAITOLA, GARE, KHAMHARIA & KARWAHI & TEHLIRAMPUR OF RAIGARH DISTRICT

Sl. No.

Village Tribal Land

Non‐tribal Land

Govt. Land

Forest Land Total

Chote Jhar Ka Jangal

Bade Jhar Ka Jangal (P.F.)

1 Gare 89.732 57.238 3.681 42.434 27.397 220.482

2 Khamharia 14.487 22.376 11.227 0 15.103 63.193

3 Lamdarha 34.453 0.5 15.8 0 0 50.753



Sl. No.

Village Tribal Land

Non‐tribal Land

Govt. Land

Forest Land Total

Chote Jhar Ka Jangal

Bade Jhar Ka Jangal (P.F.)

4 Saraitola 13.704 0.817 1.865 0 0 16.386

5 Karwahi 1.076 14.551 0 8.632 0 24.259

6 Tahilirampur 2.747 2.66 0.94 0 0 6.347

Total 156.199 98.142 33.513 51.066 42.5 381.42

4.3 Topography Gare IV/6 is generally characterized by a gentle topography with slope towards

Kelo river in the east. However, in the area adjacent to Kelo river and in the southwestern part, the topography is relatively rugged due to the presence of nalas. The elevation of the area varies from 250 m in the southeastern part near Kelo river to 284 m in the northwestern part.

The central part of the block and a small portion in the north are covered by

Kosabadi (Protected Forest) where sericulture is being done. The remaining part is mostly covered by paddy field.

4.4 Existing land use pattern There are no National parks, wild life sanctuary within 15 km radius. The Nearest

WL Sanctuary/ reserve / eco‐sensitive area is Debrigarh WLS, 67 km, SSE. There is only one water body present within the study area of the project. The distance to various water bodies and forests are given in Table 6.

TABLE 6

DISTANCE AND DIRECTION OF WATER BODIES, FORESTS & MOUNTAINS FROM PROJECT BOUNDARY

Name Distance/ Direction

Water body

Kelo River Along the east boundary of ML

Forests

Gare P.F. Within ML

Jamkhani R.F 8 km E

Tolge R.F 5 km NE

Silot R.F 1.49 km NE

Deodanagar R.F 8 km N

Barkachhar R.F 9 km S

Deogaon R.F 9 km SW

Bendra R.F. 2.52 km SE



4.5 Existing infrastructure An approach road to the pit entry mouth will be made from the existing road with

a length of about 2500 m within the ML area. The main road (Jindal road) is in very good condition and off shoot from the above approach road to Gare IV/6 area for a distance of about 2.5 km needs to be upgraded.. An industrial complex will have coal handling plant, haulage room, store, workshop, fan house, substation etc.

Mine office building will be constructed. It will have sitting arrangements/offices

of executives and staff. Offices of project Officers, Colliery Manager/Under Managers, Engineers, Survey, Account and personnel etc will be constructed. Apart from this it will have vocational training center, canteen, first aid room, rest shelter, overman/mining sirdars and cap lamp room. Lavatory/urinals, pit head both and vehicle parking shed will also be constructed.

4.6 Soil classification The colour of the soil is usually reddish to light black, silty clay in texture and pH is

acidic in nature. 4.7 Climatic data from secondary sources The climate of this region is mainly tropical type and is influenced to some

extent by the conditions in Bay of Bengal. South‐west monsoon season starts from June and extends upto October with total average annual rainfall of about 1470 mm out of which about 90% of the rainfall can be observed in the monsoon season only. The summer is severe during May‐June with temperature as high as 45°C ‐ 46°C. A pleasant winter prevails from December to January. The minimum temperature recorded during December is 12.41 °C. The relative humidity varies from 27% in (March) to 85% (August).

. Temperature For the period of last 10 available years, the mean of minimum temperatures

recorded at IMD station, Raigrah ranges from 12.41 °C in January to 27.52°C in May. The mean of maximum temperature ranges from 28.2°C in January to 43.5°C in May.

Rainfall The rainfall data as per IMD data from 1994 to 2003 shows that the annual rainfall

varies between 932.2 mm (observed in 1996) to 1464.3 mm (observed in 1994). The average total rainfall for the period 1994‐2003 comes to 1471.60 mm.



Wind Speed and wind direction The wind speed and direction was measured by automatic weather station for the

complete summer season of 2006 and wind rose was constructed The general wind speed ranges from 3.32 km/hr to 14.09 km/hr and the general wind direction is towards North‐East.

Relative Humidity The average relative humidity as per IMD data from 1994‐2003 is 67% in the

morning and 54 % in the evening. 4.8 Social infrastructure available Hospitals, school, community facilities are present in the villages in buffer zone

within 10 Km of study area. Social infrastructures existing are enumerated in Census 2001 and given in Annexure II.



5.0 PLANNING BRIEF

5.1 Planning Concept The Gare Palma Coal Sub Block IV/6 was allotted jointly to M/s Jindal Steel &

Power Limited & M/s Nalwa Sponge Iron Limited by Central Government vide MOC letter no. 13016/34/2005‐CA‐I at 13‐01‐2006 for mining coal to meet the requirement of their respective Sponge Iron Plants situated at distances of 25KM and 45KM from the Coal Block at Taraimal & Raigarh respectively. The company will take care of production, management and mining operations. The occurrence of economically mineable coal seam has been well known in the Raigarh coal field over the country.

5.2 Population projection Large number of local personnel including land losers would be mostly recruited in

unskilled, semi skilled office assistant categories etc. These personnel need training and orientation before project starts. Besides, some I.T.I qualified young people from the region can be recruited for operation and maintenance job of plant and machineries after proper training. The employment of local people in primary and secondary sectors of project shall upgrade the prosperity of the region. Some highly skilled person might have to be brought from out side the area.Total of 750 people will get direct employment in the mine.

5.3 Land use planning (break up along with green belt etc.) The total mine lease area is 381.42 Ha. Out of which, 371.49 Ha i.e. 97.40% of the

land will be disturbed. About 2.6% land will remain undisturbed. The disturbed area within ML will comprise excavated land, external dumps, area occupied by infrastructure, roads etc. The proposed land use of the project area at the end of mining operations is given in Table 7.

TABLE 7

LAND USE WITHIN ML AREA AT END OF 5TH YEAR AND END OF MINING

Sl. No. Description Area (Ha.) at the end of

5th year Mine life

1. Mining / Excavation 137.80# 371.49

2. Surface Dump a) Surface dump within ML area will be over

63.22 ha, the area which will increase from 1st year to 10th year and will start reducing from 15th year onwards due to rehandling and backfilling which will be totally backfilled by the end of life of mine

39.65 0.00

b)* Top soil dump 4.50 0.00

3. a)** Facilities (washery, office etc.) 12.52 0.00



Sl. No. Description Area (Ha.) at the end of

5th year Mine life

b) Explosive magazine 0.59 0.59 c) Road 4.00 0.00

4. Green belt 3.64 3.64

5. Bund 5.7 5.7

6. Settling lank 10.0 0.00

7. Undisturbed 163.02 0.00

Total within ML 381.42 381.42

* Top soil dump will be over the backfilled area towards the end of mine life ** All facilities will be removed at the end for mining coal underneath # 137.80 excavated area comprises 76.31backfill and 61.49 Ha void 5.4 Assessment of infrastructure demand (physical & social) An assessment of the facilities available in the villages in and adjacent to the mine

lease area has been done with respect to education, hospitals, drinking water, power supply, communication, post & telegraph and approach road. An assessment of the facilities available in the villages in and adjacent to the mine lease has been done and given in Table 8.

TABLE 8

NEED EVALUATION FOR VILLAGES IN AND AROUND PROJECT AREA

Sl. Parameter Present Status Adequacy Detail of work done

Proposed plan for 2012‐13

1 Education Primary School‐90

Middle School‐24

Secondary School‐7

Sr, Secondary School‐5,

Adult literacy centre‐ 9

Absence of institutions of higher education.

O P Jindal English Medium school (Kunjemura)

School building construction, renovation and lawn

School boundary walls

Swings and slips for primary school children

Uniforms and

School boundary wall construction – Gare, Khamaria

Boundary wall AWC Karwahi

Community teacher support

Coaching centers

Establishment of Computer Centre

Capacity building training of





bags distribution for girl students

Cycle Distribution (Sukanya yojna)

Chairs and black board

Community teacher’s support

Scholarships for meritorious students

Coaching centers

Financial educational support to poor students

Organized various competitions and sweet distribution

Support in sport events in schools

Drinking water facility

Toilet construction

Playing kits for children in AWCs

Adult education (Chetna)

Teachers/ Social Teacher

Children Learning Corner/ Library development

Science Exhibition/ Bal mela

Educational Competition (Quiz, Drawing and Debate etc)

Promotion of sports in schools

Scholarships for meritorious students

Organized various competitions and sweet distribution





2. Health Ayurvedic Hospital‐1, Ayurvedic dispensary‐2, Allopathic hospital‐1, Allopathic dispensary‐1,

Maternity and Child Welfare‐1, Maternity home‐1, Child welfare centre‐1, Health centre‐1, Primary health Centre‐1,

Primary Health Sub‐Centre‐13, Family Welfare Centre‐1, Regd. Pvt. Medi. Practitioner ‐2,

Community Health Workers‐25

There is No Mobile Clinic in any of the villages. Absence of larger hospitals.

OPD/ dispensary established for villagers

Free medicine distribution and pathological tests

Daily village Health Camps

Programs and camps for population stabilization

Mega and specialized Health Camps

Emergency Ambulance services

Financial and medical assistance to villagers

Referral service

Eye screening camps and cataract operations

HIV/AIDS prevention

OPD and dispensary service

Free medicine distribution and pathological tests

Daily village Health Camps

Programs and camps for population stabilization

Mega and specialized Health Camps

Emergency Ambulance services

Financial support in treatments

Referral service

Eye screening camps and cataract operations

Conduct minor surgical camps

Malaria Control





program

Anemia Control in Adolescent girls and women

De addiction program

HIV/AIDS prevention project

Construction of cost effective toilets with community participation

3. Drinking water Tap water‐2

Wells water‐71

Tank water‐46

Tube well water‐22

Hand pump‐72

River water‐16

Canal water‐1

Lake water‐1

Adequate source but improvement in mode of extraction possible.

45 deep bore wells in surrounding villages

Pipe line connection

Support in regular maintenance of 67 bore wells and more than hundred hand pumps

Installation of water tanks

Supply of drinking water through tankers during power failure & special situations

Water quality test

Annual maintenance contract

Repairing and maintenance of Bore wells & Hand Pumps

Digging of new bore wells

Pipe line connection

Supply of drinking water through tankers during power failure & special situations





4. Power supply Domestic purpose‐41

Power for agriculture‐13

Power for other purpose‐1

For all purposes‐28

Available Support (material) in electricity connection, and power supply‐ Dongamahua, Dhaurabhata, Amgaon, Janjgir, Tapranga, Lamderha

Support in electricity bill payment

Support (liaison with C.G.SEB) in electricity connection and material.

5. Communication

Bus stops‐13

Available Bus facility for school children

Transport facility for villagers for special events

Renovation and construction of Bus Stops

Bus facility for school children

Transport facility for villagers for special events

Renovation and construction of Bus Stops

6. Approach to village

Pucca road‐6

Mud roads‐63

Footpath‐56

Available CC Roads – Lamdarha, Khamariya, Tapranga, Amgaon, Dhaurabhata, Dongamahua, Janjgir.

Black Top Road: Sharda Mandir to Amgaon

WBM Road: Lamdarha,

CC Roads: Gare, Lamdarha, Khamariya, Tapranga, Amgaon, Dhaurabhata, Muradipa & Saraitola





Khamariya, Amgaon, Janjgir

7. Infrastructure Community hall

Pond digging and deepening

Pachri (Steps) construction

Culverts

Drains

Retaining wall

Chabutra

Community hall

Pond digging and deepening

Pachri (Steps) construction

Culverts

Drains

Retaining wall

Chabutra

7. Post and Telegraph

Post office‐16

Telephone‐12

Available

8. Banks/credit societies

Commercial bank‐1

Cooperative banks ‐2

Agricultural credit society ‐3

9. Youth, Sports & Culture

Promotion of traditional folk dance groups

Inter‐village sports tournament (Kabaddi, Cricket, Volleyball & Body Building)

Construction of multi‐gymnasium

Distribution of sports kits and accessories to rural youth clubs

Formation &

Promotion of traditional folk dance groups

Inter‐village sports tournament (Kabaddi, Cricket, Volleyball & Body Building)

Construction of multi‐gymnasium

Distribution of sports kits and accessories





strengthening of rural Youth Clubs

Vocational training to rural youth at OPJCC & through external agencies

Financial support to youth for better career prospects

Distribution of musical instruments to youth clubs

Support in organizing village level events

to rural youth clubs

Formation & strengthening of rural Youth Clubs

Vocational training to rural youth at OPJCC & through external agencies

Financial support to youth for better career prospects

Distribution of musical instruments to youth clubs

Support in organizing village level events

Income generation activities (micro enterprises) for village youth

Formation of JSPL‐CSR sports Academy

10 Women empowerment

Self Help Group formation, Strengthening,

Income generation activities (micro





bank linkage

Tailoring stitching training for women and girls.

Financial support for income generation activities

Support to women SHG in micro enterprise( Leaf cup plate making)

Dari and petromax distribution to WSHGs

enterprises) for village women

Self Help Group formation, Strengthening, bank linkage

Tailoring stitching training for women and girls.

Financial support for income generation activities

Support to women SHG in micro enterprise( Leaf cup plate making)

Dari and petromax distribution to WSHGs

11. Welfare Blanket distribution

Medical assistance and accessories given to differently able people

Financial support in various social / religious

Medical assistance and accessories given to differently able people

Financial support in various social / religious





occasions

Distribution of household items

occasions

12 Livestock Care Veterinary camps and free medicine distribution

Veterinary camps and free medicine distribution

Training of village youth in livestock care

The mining activity will create direct employment opportunity for 750 persons ranging from workmen to mines supervisory staff. An approach road to the pit entry mouth will be made from the existing road with a length of about 2500 m within the ML area. Mine facilities comprising of an industrial complex with coal handling plant, haulage room, store, workshop, fan house, substation, etc. will be established.

5.5 Amenities / facilities Hospitals, school, community facilities are present in the villages in buffer zone

within 10 Km of study area. The Mines Office, Workshop, Garage & other ancillaries shall be provided. The First Aid Room, Rest Shelters, Toilets, Tool /Store Rooms etc shall be provided at mine site.



6.0 PROPOSED INFRASTRUCTURE 6.1 Industrial area (processing area) Industrial complex will have coal handling plant, Washery,haulage room, store,

workshop, fan house, substation etc. Out of 381.42 Ha of ML area, 137.80 Ha will be used for mining/excavation, 39.65 Ha for the surface dump, 4.50 Ha for the top soil dump, 12.52 Ha for the facilities, 0.59 Ha for magazine, 4.00 Ha for road, 3.64 Ha for green belt, 5.7 Ha for bund and 10.0 Ha for settling tank. Remaining 163.02 Ha of the area shall remain undisturbed at the end of 5th year.

6.2 Residential area (non processing area) As the nearest town (Raigarh) is at about 50 km away from the mine site and the

nearest village is only about 0.5 km away from the M.L. boundary, the semiskilled, unskilled and labour grade manpower will easily be available in the surrounding area and the outsider employees will be accommodated at the existing colony of Gare IV/I mine as well as in the nearby colony of Jindal Power Ltd ( about 5 km from the project area).

6.3 Green belt The green belt along the periphery of the facility area shall be developed. Keeping

in view the environmental problems plantation programme has been prepared to mitigate the problems. The areas considered for plantations are:

Along the road. Along washery area. Areas around facility area. Along the protective embankment against the kelo river.

6.4 Social infrastructure For the villages in around the mines permanent roads laying works shall be taken

from time to time by the company. Bore wells shall be dug in the villages in and around the mines to cater the need of drinking water facilities proposed in mine area. Drinking water, power line for mine and telephone line for mine will be drawn for the mine.

Since it is a proposed mine and the proposed ML is yet to be put into operation, there is no requirement of dismantling or disposal of infrastructures



6.5 Connectivity Connectivity is already covered in para 4.1. 6.6 Drinking Water management (source & supply of water) Total requirement of water for mining and allied activities are estimated as 446

m3/day. Industrial water required for HEMM washing, sprinkling on haul roads for dust suppression and for watering the mine site plantations, will be supplied from pumping installation at mine sump and surface reservoir.

The drinking water will be supplied from bore well and stored in overhead tank

near the facilities area and distributed through pipe lines to different facilities area for drinking and domestic purposes.

6.7 Sewarage system & industrial waste management The chances of the water quality getting affected due to mining activity are very

remote, as no chemical having toxic element will be used in carrying out mining activity. Mining will be carried out by underground as well as opencast method. Garland drain will be constructed all around the dump to arrest any inrush of water from nearby. Also, neither soil nor coal contains toxic elements, which can affect the quality of the water. Sewage from mine site will be treated in septic tank and soak pits and that from colony will be treated in Sewage Treatment Plant. Run‐off water from mine facilities area as well as pumped out mine water will be led to settling ponds and after removal of Suspended Solids, a part will be utilized for industrial purpose and the excess will be released into natural drainage channel or the nearest nala. Oil and grease in the workshop effluent will be skimmed and separated by oil water separator/ trap and sold to recycling vendors authorized by CPCB. Workshop sludge will be disposed off in an impervious pit. The treated water will be recycled and reused within workshop.

6.8 Solid waste management Mine There will be one surface dump spread over 63.22 Ha area on the south‐western

part of ML. A total of 153.31 MCUM B of overburden and 1.86 MCUM B of topsoil will be generated till conceptual stage. Part of OB excavated from the mine from 1st year till the 10th year and part of 11th year (84.66 mil. cum) will be accommodated in a surface dump. There will be one topsoil dump over an area of 4.5 Ha. The total topsoil generated (1.84 Mcum B) during the development of mine will be stacked separately in a soil stack pile in between the pit and the surface dump. Domestic municipal solid waste, about 350‐450 gm/capita/day will be generated in the colony while the mine workers are estimated to generate a maximum of 100 gm/capita/day. Pit head septic tanks will produce 22.5 kg/day (6.75) TPA solid waste.



Canteen waste will be generated @ 40 kg/day or 12TPA , Waste from sweepings

(leaves etc) will be about 20kg/day or 6TPA. The organic component of all the above will be composted and used as manure.

After backfilling the total generated OB (even after re‐handling the surface dump),

the pit will have a void of depth of 95 m over an area of 90.40 Ha. But it is also planned to backfill the washery rejects and TPP ash. This will make the operation of UG mining safe as no water will be logged in the quarry.

Washery

The coal washery will produce about 1.02 MTPA Clean coal of 24% Ash (Dry basis), 2.34 MTPA Middlings of 53‐54% Ash (Dry basis) and 0.64 MTPA Rejects of more than 77% Ash (Dry basis). Middlings and usable Rejects will be utilized for power generation. Process Description ROM Coal shall be fed to Hopper by tippers. Below feed hopper, Apron Feeder shall be installed to feed coal into Primary Sizer. The out put of Primary Sizer ( ‐ 250 mm) will go to Primary Screen through vibro feeder to separate + 30 mm & ‐ 30 mm fraction.

Fraction of (+) 30 mm size shall fed to Secondary Crusher & (‐) 30 mm fraction shall be fed to the Proportionate Bins. Out put from the Secondary Crusher ( ‐ 70 mm) shall be fed to the Secondary Screen by the vibro feeder to separate + 30 mm & ‐ 30 mm fraction. Fraction of (‐) 30 mm will go to Proportionate Bins and (+) 30 fraction shall be fed to Tertiary Crusher. The output from the Tertiary crusher ( ‐ 40 mm) shall be fed to the Tertiary Screen through Vibro feeder to separate + 30 mm & ‐ 30 mm fraction. The overflow of the screen (+) 30 ‐ 40 mm fed back to Tertiary crusher (recirculation) and the underflow of the screen (‐ 30 mm) collects to the common conveyor and discharges to the Proportionate Bins. Shuttle conveyor arrangement is provided at the top of Proportionate Bins for feeding to envisaged hoppers. ROM Coal having size (‐) 30mm is envisaged to be treated in thel washery to upgrade the material for making it suitable for use. It will be a 2 – Stage Dense Media Cyclone Washery for beneficiation of coal. The washery will be 2‐stage pump fed heavy medium cyclone washery designed for handling a throughput of 700tph in two identical stream of equal capacity for beneficiating coal into 3 washed products (dry basis) i.e.



(i) Clean Coal at 24% ash (ii) Middling at 53% ‐54% (iii) Reject coal > 77% ash

The washery shall be fed by conveyors with the feed being ‐ 30 mm size coal. The wetted Raw Coal is de‐slimed at 0.5mm. The de‐slimed fines are fed to the fines tank, whereas the deslimed raw coal is fed into the primary wing tank. Magnetite media is fed to the wing tank, where it is mixed with the incoming de‐slimed Raw Coal and then pump fed to a heavy media washing (HMC) cyclone. In the HMC, the heavier fraction consisting of rejects at around 77% ash underflow passes through the spigot of the HMC and fed to Drain & Rinse screen (D&R) where the magnetite is recovered from the coal. The expected yield of the rejects will be around 16%. The overflow of the 1st. stage HMC consisting of coal & media is channeled through a static double sieve bend which recovers the magnetite & is then fed to a secondary wing tank. It is then pumped through secondary HMC. Here during separation, the underflow consisting of middlings at 53% ‐ 54% ash is fed to D&R screen, where magnetite is recovered and middling coal is fed to a horizontal basket centrifuge where it is dewatered and is discharged on to the middling conveyor. A dryer will be installed to reduce the moisture contents of the middlings. The overflow of the 2nd Stage HMC is fed through a D&R screen where magnetite is recovered and clean coal is fed to a horizontal basket centrifuge where the clean coal is dewatered and is fed to clean coal conveyor. A dryer will be installed to reduce the moisture content in clean coal. Here the product is produced at 24% ash with a yield of 25.46% . The deslimed fines is pumped to a set of 350mm thickening cyclones where the cut point is maintained at 150microns & the underflow of these cyclones is fed to a high frequency screen where the output moisture is maintained between 26 & 27%. The overflow of the cyclone cluster is drained into a Hi‐rate thickener where flocculation is introduced to enhance the settling rate & the underflow thickened mass is pumped to a belt press where coagulants are introduced & the dewatered belt press product is at 35 – 40% moisture. The output of both the high frequency screen as well as the thickener is fed to fine conveyor. Three conveyors will come from the washery i.e. Clean Coal, Middling Coal & Reject Coal and discharged in their respective bunkers. The plant shall be of environment friendly design with state of the art technology and any effluents generated in the process due to spillage, leakage, floor washings etc is channelled to an effluent pond where gravitational settling takes place & the decanted water is re‐pumped to the thickener overflow tank (process water) for recycling. The entire process is a closed cycle process without any discharge to out side.



The crushing and screening unit and transfer points shall be provided with efficient dust suppression system to abate any fugitive emission.

Salient Features

1. Rated throughput capacity : 700 TPH ( 4.0 MTPA) 2. Process : Heavy Media Cyclone Washing , Two Stage (Three products) 3. Feed to Washery: Coal Size (0 – 30 mm). 4. Feed Ash: Around 50%. 5. Product Requirements :

a. Clean Coal at 24% Ash with 25.46 % yield. b. Middling Coal at 53 ‐54% Ash with 58.54 % yield. c. Rejects at > 77% Ash with 16% yield.

6. Total Power Requirement (including CHP) : 8 MW. 7. Specific Power Consumption (including CHP) : 6.5 Kwh / Te of Feed Coal. 8. Magnetite Consumption: 0.8 – 1 kg / Te of Feed Coal (85‐90% Magnetic). 9. Water consumption : 0.08 – 0.1 m3 / Te of Feed Coal. 10. Flocculent Consumption: 30 ‐35 gm / Te of Feed Coal.

6.9 Power requirement & supply / source Already covered in para 3.8.2.



7.0 REHABILITATION AND RESETTLEMENT PLAN About 16 households of Gare village falling within the mine lease area will have to

be rehabilitated. The land owners will be deprived of their land and the land less who depend upon agriculture will be deprived of their earnings.

The land oustees will be given rehabilitation and resettlement benefits according

to the Govt. of Chhattisgarh Policies and prevailing practice in industries in the vicinity. Advisory Committee will be formed by Collector/Revenue Divisional Commissioner. The development in the area which is predominantly backward, will largely benefit the local population. Preference will be given to the local people for gainful employment in the unskilled and semi‐skilled categories as and when the need arises.

Due to development activity in the rural and backward area, traders and private

enterprises will grow in the region, which will provide indirect employment to the local people.

The company will arrange medical camps, sports competitions and awareness

programmes for the benefit of the local people.



8.0 PROJECT SCHEDULE & COST ESTIMATES 8.1 Project schedule The project is scheduled to be started after receipt of environmental and forest

clearances along with the mining lease. 8.2 Cost of production The cost of production at pit head is calculated as Rs. 350 per tonne of raw coal

production.



9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

This is an underground as well as opencast mine of capacity 4 MTPA, and the extent of mine is 381.42 Ha. Washery and Facilities of 4 MTPA capacity has been also proposed in 12.52 Ha area. The life of mine will be 23 years for opencast and extends upto 34 years including underground mining as per calendar programme. Out of total area of land, 371.49 Ha i.e. 97.40% of the land will be disturbed. About 2.60% land will remain undisturbed. With implementation of mitigation measures the environmental impacts will be minimum and project shall have benefits at macro and micro level.

ivaturi.rao

Text Box

Annexure-1

Gare IV/6 Coal Block of Jindal Steel & Power Ltd. [1/5]

VILLAGE WISE AMENITIES IN THE STUDY AREA AS PER CENSUS 2001 CODE NAME OF VILLAGE EDUCATION Medical DRINKING WATER POWER P & T COMMUN- BANKS / CULTURAL APPR. TO INCOME EXPENCES SUPPLY ICATION SOCIETIES FACILITY VILLAGES (Rs. Lc) (Rs. Lc.) DISTRICT : SUNDARGARH TEHSIL : HEMGIR 00375300 Mendra P-1 ALH(>10),MCW(>10), W,TK,HP ED,EO PO(0-5), BS(0-5), COM(5-10), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(0-5) RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00375400 Jamkani P-1 ALH(0-5),MCW(0-5), W,TK,HP ED PO(0-5), BS(5-10), COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- PHC(0-5) Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00375600 Girisima P-1 ALH(>10),MCW(>10), W,TK,HP NA PH-1 BS(5-10), COM(5-10), CV(>10), MR-1,FP-1 -- -- PHC(>10) RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) DISTRICT : RAIGARH TEHSIL : LAILUNGA 00347400 Lamdand P-1,M-1,ALC-1 AYD-1,PHS-1,CHW-1 W,TK,TW,HP ED,EAG PO(0-5), BS-1, COM(>10),COP(>10), CV(>10), MR-1 930 921 Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) TEHSIL : GHARGHODA 00358700 Kudhurmauha P-1 ALH(>10),MCW(>10), W,TK,HP ED PO(5-10), BS(>10), COM(>10),COP(>10), CV(>10), FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00359000 Tilaipali P-1 ALH(>10),MCW(>10), W,HP ED,EAG PO(0-5), BS(>10), COM(>10),COP(>10), CV(>10), FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00359100 Naya Rampur P-1 ALH(>10),MCW(>10), W,HP ED,EAG PO(0-5), BS(5-10), COM(>10),COP(>10), CV(>10), FP-1 -- -- PHC(>10) Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00359300 Bichinara P-1 ALH(>10),MCW(>10), W,TK,HP ED,EAG PO-1 BS(5-10), COM(>10),COP(>10), CV(>10), MR-1 -- -- PHC(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00359400 Raikera P-1,M-1,S-1 PHS-1 W,TK,TW,HP ED PH-1 BS(5-10), COM(>10),COP(>10), CV(>10), MR-1 -- -- RS(>10), SPCL(>10), NW(>10) STAU(>10) 00359500 Pelama P-1,M-1 ALH(>10),MCW(>10), NA ED PO(5-10), BS(>10), COM(>10),COP(>10), CV(>10), PR-1 -- -- PHC(>10) Ph(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00359600 Uraba P-2,M-1,S-1,SS-1 PHS-1,CHW-1 W,HP ED PO-1 BS-1, COM(>10),COP(>10), CV(>10), MR-1 45000 40000 RS(>10), SPCL(>10), NW(>10) STAU(>10) 00359700 Hinjher P-1 ALH(>10),MCW(>10), W,HP ED PO(0-5), BS(0-5), COM(>10),COP(>10), CV(>10), MR-1,FP-1 35000 30000 PHC(>10) Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00359800 Jarhidih P-1 ALH(>10),MCW(>10), W,HP ED PO(0-5), BS(0-5), COM(>10),COP(>10), CV(>10), MR-1,FP-1 25000 21000 PHC(>10) Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00359900 Lalpur P-2 ALH(>10),MCW(>10), W,HP ED PO(0-5), BS(0-5), COM(>10),COP(>10), CV(>10), MR-1,FP-1 25000 22000 PHC(>10) Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00360000 Kharra P-1 PHS-1 W,HP,R ED PO(0-5), BS(0-5), COM(>10),COP(>10), CV(>10), MR-1,FP-1 40000 35000 Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00360100 Maduadumar P-1,ALC-1 ALH(>10),MCW(>10), W,TW,HP ED,EAG PO(0-5), BS(0-5), COM(>10),COP(>10), CV(>10), MR-1,FP-1 30000 25000 PHC(>10) Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00360200 Banjhikhol P-1 ALH(>10),MCW(>10), W,HP NA PO(5-10), BS(5-10), COM(>10),COP(>10), CV(>10), FP-1 20000 18000 PHC(>10) Ph(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10)

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CODE NAME OF VILLAGE EDUCATION Medical DRINKING WATER POWER P & T COMMUN- BANKS / CULTURAL APPR. TO INCOME EXPENCES SUPPLY ICATION SOCIETIES FACILITY VILLAGES (Rs. Lc) (Rs. Lc.)

Gare IV/6 Coal Block of Jindal Steel & Power Ltd.

00360300 Semijor P-1 ALH(>10),MCW(>10), W,TK,HP ED,EAG PH-1 BS(5-10), COM(>10),COP(>10), CV(>10), MR-1,FP-1 25000 20000 PHC(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00360400 Chirwani P-1 ALH(>10),MCW(>10), W,HP NA PO(5-10), BS(5-10), COM(>10),COP(>10), CV(>10), MR-1,FP-1 25000 20000 PHC(>10) Ph(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00360500 Sakta P-1 ALH(>10),MCW(>10), W,HP,R EA PO(0-5), BS(0-5), COM(>10),COP(>10), CV(>10), MR-1 -- -- PHC(5-10) Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00360600 Bhalumuda P-1 ALH(>10),MCW(>10), W,TK,HP EA PO(0-5), BS(0-5), COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00360700 Dholnara P-1 ALH(>10),MCW(>10), W,TK,TW,HP EA PO(5-10), BS-1, COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- PHC(0-5) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00360800 Bajarmuda P-1,M-1 ALH(>10),MCW(>10), W,TK,TW,HP EA PH-1 BS-1, COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- PHC(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00360900 Karwahi P-1 ALH(>10),MCW(>10), W,TK,TW,HP EA PO(0-5), BS(>10), COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00361000 Khamahariya P-1 PHS-1,CHW-1 W,TK,TW,HP EA PH-1 BS-1, COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- RS(>10), SPCL(>10), NW(>10) STAU(>10) 00361100 Milupara P-2,M-1 ALH(>10),MCW(>10), W,TK,TW,HP,R EA PO-1,PH-1 BS(5-10), COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- PHC(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00361200 Lamdarha P-1 ALH(>10),MCW(>10), W,HP,R EA PO(5-10), BS(0-5), COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00361300 Kondkel P-1,M-1 PHS-1,CHW-1 W,TK,HP EA PO(5-10), BS(5-10), COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00361600 Kerakhol P-1 CHW-1 HP ED PO(5-10), BS(>10), COM(>10),COP(>10), CV(>10), MR-1 -- -- Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00361700 Chirramuda P-1 CHW-1 W,HP ED,EAG PO(0-5), BS(>10), COM(>10),COP(>10), CV(>10), MR-1 -- -- Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00361800 Banai P-1,M-1 PHS-1,CHW-1 W,HP ED,EAG PO-1,PH-1 BS(5-10), COM(5-10), CV(>10), PR-1 -- -- RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00362000 Barkaspali P-1 CHW-1 HP ED,EAG PO(0-5), BS(5-10), COM(5-10), CV(>10), MR-1 -- -- Ph(0-5) RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00362100 Uttar Regaon P-1 CHW-1 W,TK,TW,HP EA PO(5-10), BS(0-5), COM(>10),COP(>10), CV(>10), FP-1 8000000 300000 Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00362200 Kolam P-1,M-1,S-1,SS-1 CHW-1 W,TK,TW,HP EA PO-1 BS(0-5), COM(>10),COP(>10), CV(5-10), MR-1,FP-1 60000 40000 RS(>10), SPCL(5-10), NW(>10) STAU(>10) 00362300 Chitwahi P-1 CHW-1 W,TK,HP EA PO(0-5), BS-1, COM(5-10), CV(5-10), MR-1 50000 35000 Ph(5-10) RS(>10), COP(5-10), SPCL(5-10), NW(>10) STAU(>10) 00362400 Dolesara P-1,M-1 CHW-1 W,TK,TW,HP EA PO-1 BS-1, COM(5-10), CV(>10), MR-1 90000 60000 RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00362500 Dakshin Regaon P-1,M-1 CHW-1 W,TK,TW,HP EA PO(0-5), BS(0-5), COM(0-5),COP(0-5), CV(>10), MR-1 95000 80000 Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00362700 Salihabhanttha P-2,ALC-1 CHW-1 W,TK,TW,HP EA PO(0-5), BS-1, COM(0-5),COP(0-5), CV(5-10), PR-1 95000 85000 Ph(0-5) RS(>10), SPCL(5-10), NW(>10) STAU(>10)

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00362900 Deogarha P-2,M-1,ALC-1 PHS-1 W,HP ED PO-1 BS(5-10), COM(5-10), CV(>10), MR-1 150000 130000 RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00363000 Patrapali P-1,ALC-1 ALH(5-10),MCW(>10), W,HP ED PO(0-5), BS(5-10), COM(5-10), CV(>10), MR-1 15000 15000 PHC(5-10) Ph(5-10) RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00363200 Mauhapali P-1,M-1,ALC-1 ALH(5-10), W,TK,TW,HP ED PO-1 BS(5-10), COM(5-10), CV(>10), MR-1 30000 30000 MCW(5-10),PHC(5-10) RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00366300 Jarekela P-2,M-1 PHS-1,RMP-1,CHW-1 W,TK,HP,R EA PH-1 BS(5-10), COM(5-10), CV(>10), MR-1 -- -- RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00366500 Basanpali P-1 CHW-1 W,TK,TW,HP,R EA PH-1 BS(0-5), COM(5-10), CV(5-10), MR-1,FP-1 -- -- RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00366600 Gorhi P-1,M-1 PHS-1,CHW-1 W,TK,HP ED PO(0-5), BS(0-5), COM(>10),COP(>10), CV(>10), PR-1,MR-1, -- -- Ph(>10) RS(>10), SPCL(>10), FP-1 NW(>10) STAU(>10) 00366700 Tamnar P-4,M-2,S-1,SS-1 ALH-1,AYH-1,ALD-1, T,W,TK,TW,HP,R,C,L EA PO-1 BS-1, COP-1,ACS-1 CV(>10), PR-1,MR-1, -- -- AYD-1,MCW-1,MH-1, RS(>10), SPCL(>10), FP-1 CWC-1,HC-1,PHC-1, NW(>10) STAU(>10) PHS-1,FWC-1 00366800 Budiya P-1,ALC-1 ALH(0-5),MCW(0-5), W,TK,HP,R ED PO-1 BS(0-5), COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- PHC(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00366900 Bagbadi P-1,ALC-1 ALH(5-10), W,TK,HP,R ED PO(0-5), BS(5-10), COM(>10),COP(0-5), CV(>10), MR-1,FP-1 -- -- MCW(5-10),PHC(5-10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00367000 Kunjemura P-1,M-1,S-1,SS-1 PHS-1,CHW-1 T,W,HP,R EA PH-1 BS(5-10), COM(5-10), CV(>10), PR-1,MR-1, -- -- RS(>10), COP(5-10), SPCL(>10), FP-1 NW(>10) STAU(>10) 00367100 Kosampali P-1 CHW-1 W,HP EA PO(0-5), BS(0-5), COM(>10),COP(0-5), CV(>10), FP-1 -- -- Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00367200 Gare P-1 RMP-1,CHW-1 W,TW,HP,R EA PH-1 BS-1, COP-1,ACS-1 CV(>10), MR-1,FP-1 -- -- RS(>10), SPCL(>10), NW(>10) STAU(>10) 00367300 Pata P-2,ALC-1 CHW-1 W,TK,TW,HP EA PH-1 BS-1, COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- RS(>10), SPCL(>10), NW(>10) STAU(>10) 00367600 Sarasmal P-1 CHW-1 W,HP EA PO(0-5), BS(0-5), COM(>10),COP(0-5), CV(>10), MR-1,FP-1 -- -- Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00367700 Tihli Rampur P-1 CHW-1 W,HP,R EA PO(0-5), BS(0-5), COM(5-10),COP(0-5), CV(>10), MR-1,FP-1 -- -- Ph(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00367800 Aamgaon P-2 ALH(>10),MCW(>10), W,TK,TW,HP EA PO-1 BS(0-5), COM(>10),COP(0-5), CV(>10), MR-1,FP-1 -- -- PHC(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00367900 Janjgir P-1 ALH(>10),MCW(>10), W,TK,HP,R EA PO(0-5), BS(5-10), COM(>10),COP(5-10), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00368000 Tapranga P-1 ALH(>10),MCW(>10), W,TK,TW,HP ED,EAG PO(0-5), BS(0-5), COM(>10),COP(>10), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00368100 Tangarghat P-1,M-1 ALH(>10),MCW(>10), W,TK,HP ED,EAG PO-1 BS(5-10), COM(>10),COP(5-10), CV(>10), MR-1,FP-1 -- -- PHC(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00368200 Dongamauha P-1 ALH(>10),MCW(>10), W,TK,TW,HP ED,EAG PO(0-5), BS(0-5), COM(>10),COP(0-5), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10)

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00368300 Telaipara P(0-5),M(0-5), ALH(>10),MCW(>10), W,HP ED PO(0-5), BS(5-10), COM(>10),COP(5-10), CV(>10), FP-1 -- -- C(>10) PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00368400 Dhaurabhatha P-1,M-1,S-1,SS-1 ALH(>10),MCW(>10), W,TK,TW,HP EA PO-1 BS-1, COM-1,ACS-1 CV(>10), MR-1,FP-1 -- -- PHC(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00368500 Nagramuda P-1 ALH(>10),MCW(>10), W,TK,HP ED,EAG PO(0-5), BS(0-5), COM(>10),COP(0-5), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00368600 Baljor P-1 ALH(>10),MCW(>10), W,HP,R ED PO(0-5), BS(5-10), COM(>10),COP(5-10), CV(>10), FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00368700 Jhinku Bahal P-1 ALH(>10),MCW(5-10), W,TK,HP ED PO(0-5), BS(5-10), COM(>10),COP(5-10), CV(>10), MR-1,FP-1 -- -- PHC(5-10) Ph(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00368800 Libara P-1,M-1 ALH(>10),MCW(5-10), W,TK,R ED PO-1 BS(0-5), COM(>10),COP(0-5), CV(>10), MR-1,FP-1 -- -- PHC(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00368900 Jharna P-2 ALH(>10),MCW(5-10), W,TK,HP ED PO(0-5), BS(0-5), COM(>10),COP(0-5), CV(>10), MR-1,FP-1 -- -- PHC(5-10) Ph(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00369000 Raipara P-1 ALH(>10),MCW(>10), W,TK,HP ED PO(0-5), BS(5-10), COM(>10),COP(0-5), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00369100 Samkera P-3,M-1 ALH(>10),MCW(>10), W,TK,HP ED PO-1 BS(5-10), COM(>10),COP(0-5), CV(>10), MR-1,FP-1 -- -- PHC(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00369200 Gourbahari P-2 ALH(>10),MCW(5-10), W,TK,HP ED PO(0-5), BS(0-5), COM(>10),COP(5-10), CV(>10), MR-1,FP-1 40000 39000 PHC(5-10) Ph(5-10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00369300 Mahloi P-2,M-1,S-1 PHS-1,CHW-1 W,TK,HP,R EA PO-1 BS(5-10), COM(5-10), CV(>10), MR-1,FP-1 -- -- RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00369400 Deogaon P-1 CHW-1 W,TK,HP NA PO(0-5), BS(0-5), COM(0-5),COP(0-5), CV(>10), MR-1,FP-1 -- -- Ph(0-5) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00369600 Amalidhondha P-1 ALH(>10),MCW(5-10), W,TK,HP NA PO(0-5), BS(5-10), COM(5-10), CV(>10), MR-1,FP-1 -- -- PHC(5-10) Ph(5-10) RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) 00369800 Jobaro P-1 ALH(>10),MCW(>10), W,TK,HP ED PO(0-5), BS(0-5), COM(>10),COP(5-10), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00370500 Khurus Lenga P-2 ALH(0-5),MCW(>10), W,HP ED PO(0-5), BS-1, COM(0-5),COP(0-5), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), SPCL(>10), NW(>10) STAU(>10) 00370900 Bijana P-1,M-1 ALH(0-5),MCW(>10), W,HP ED PO(0-5), BS(5-10), COM(5-10), CV(>10), MR-1,FP-1 -- -- PHC(>10) Ph(>10) RS(>10), COP(5-10), SPCL(>10), NW(>10) STAU(>10) Source : Village directory, Census of India, 2001

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Gare IV/6 Coal Block of Jindal Steel & Power Ltd. [5/5]

A B B R I V A T I O N S 1. EDUCATION : P Primary school M Middle school S Secondary school SS Senior secondary school C Collage IS Industrial school TS Training school ALC Adult literacy class/centre O Other educational facilities 2. MEDICAL ALH Allopathic hospital AYH Ayurvedic hospital UNH Unani hospital HMH Homeopathic hospital ALD Allopathic dispensary AYD Ayurvedic dispensary UND Unani dispensary HMD Homeopathic dispensary MH Maternity home CWC Child welfare centre MCW Maternity and child welfare centre HC Health centre PHC Primary health centre PHS Primary health sub centre FWC Family welfare centre TB T.B. centre NH Nursing home CHW Comunity health workers RMP Registered private medical practitioners SMP Subsidised medical practitioner O Other medical facilities 3. DRINKING WATER T Tap water W Well water TK Tank water TW Tubewell water HP Hand pump R River water C Canal L Lake S Spring O Other drinking water sources 4. POWER SUPPLY ED Power for Domestic purpose EAG Power for Agriculture EO Power for Ind./Comm. purpose EA Power for all purposes 5. POST AND TELEGRAPH PO Post Office TO Telegraph Office PTO Post & Tele. Office PH Telephone 6. COMMUNICATION BS Bus Stop RS Railway Station NW Navigable waterways 7. BANKS / CREDIT SOCIETIES COM Commercial bank COP Cooperative bank NACS Non agricultural credit societies ACS Agricultural credit societies OCS Other credit societies 8. CULTURAL FACILITIES CV Cinema / Video hall SPCL Sports club STAU Stadium/Auditorium 9. APPROACH TO VILLAGE PR Pucca road MR Mud road FP Footpath NR Navigable river NC Navigable canal NW Navigable waterways (other than river & canal)

TOTAL AMENITIES AVAILABLE IN THESE VILLAGES 1. EDUCATION : Primary school : 90 Middle school : 24 Secondary school : 7 Senior secondary schools : 5 Adult Literacy Centre : 9 2. MEDICAL Allopathic Hospital : 1 Ayurvedic hospital : 1 Allopathc dispensary : 1 Ayurvedic dispensary : 2 Metarnity and child welfare : 1 Maternity home : 1 Child welfare centre : 1 Health centre : 1 Primary health centre : 1 Primary health sub-centre : 13 Family welfare centre : 1 Regd. Pvt. Medi. practiotioner: 2 Comunity health workers : 25 3. DRINKING WATER : Tap Water : 2 Well water : 71 Tank Water : 46 Tube Well Water : 22 Hand Pump : 72 River water : 16 Canal water : 1 Lake water : 1 4. POWER SUPPLY : Power for Domestic purpose : 41 Power for Agriculture : 13 Power for other purpose : 1 Power for all purposes : 28 5. POST AND TELEGRAPH : Post Office : 16 Telephone : 12 6. COMMUNICATION : Bus Stop : 13 7. BANKS/CREDIT SOCIETIES : Commercial bank : 1 Cooperative banks : 2 Agricultural credit society : 3 8. CULTURAL FACILITIES : : Nil 9. APPROACH TO VILLAGE : Pucca road : 6 Mud road : 63 Footpath : 56

Source : Village directory, Census of India, 2001

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