EIA EMP Addendum Naheriya - UG -04-02-2016environmentclearance.nic.in/writereaddata/... · ADDENDUM EIA & EMP JANUARY - 2016 Prepared by:- ... boreholes involving a total meterage

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Application for

Environmental Clearance (u/s 7(ii) of EIA Notification, 2006 &

O.M. dated 19.12.2012 & 07.01.2014)

OF

Naheriya UG Expansion Pench Area, WCL

(One Time Capacity Expansion for incremental production from

0.36 MTPA to 0.54 MTPA within the existing EC ML area of 300.0 ha)

ADDENDUM EIA & EMP

JANUARY - 2016

Prepared by:-

Central Mine Planning & Design Institute Limited (Accreditation as EIA consultant vide NABET No/EIA/01/12/002 Dt.31.01.2012)

CMPDI/Form - I /WCL/2015-16/Dec/23/02

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Contents

S. No. Particular Description Page

1 Brief of Project Report 01-21

2 EIA/EMP Addendum

3 Chapter-I Anticipated environmental impacts

& Mitigation measures

24-81

4 Chapter-II Environmental Monitoring Programme 82-84

5 Chapter-III Additional Studies 85-90

6 Chapter-IV Project Benefits 91-91

7 Chapter-V Environmental Management Plan 92-93

8 Chapter-VI Disclosure of Consultant Engaged 94-105

ANNEXURES ANNEXURE-I COMPLIANCE REPORT FROM MOEF REGIONAL OFFICE

ANNEXURE-II ATR SUBMITTED TO MOEF ANNEXURE-III ENVIRONMENTAL CLEARANCE OF 0.36 MTPA ANNEXURE-IV MINUTES OF PUBLIC HEARNING ANNEXURE-V STATUS OF CSR ACTIVITY ANNEXURE-VI SCHEME APPROVAL LETTER ANNEXURE-VII SUBSIDENCE REPORT ANNEXURE-VIII TOPO PLAN

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BRIEF OF PROJECT DETAILS

1. INTRODUCTION

The Naheriya Geological Block forms eastern to north – eastern contiguous part of

Urdhan Block and Thesgora Block “B” of Pench – Kanhan Valley Coalfield, District-

Chhindwara, Madhya Pradesh. Naheriya UG Mine falls under Naheriya Geological Block.

Naheriya UG mine is under Pench administrative area of Western Coalfields Limited. The

area is enclosed by Gunor river and Dhankasa nullah from all the sides except in the

southeastern part. The block is situated about 32 km east of Parasia, the main town in

Pench Valley. Initially Project report has been prepared with target capacity of 0.36 MTY

with an capital investment of Rs. 46.1708 Crores. Naheriya UG mine was operational since

year 2000, obtained Ex-Post –Facto Environmental Clearance vide Lr.No. J- 11015/35/2001-

IA.II(M) dated 15.11.2001 for capacity of about 0.36 MTPA, with land area of 300.0 ha

comprising 206.562 ha of forest land for which forest clearance has been obtained vide

vide letter no F-5/3/2000/10/3 – dated 03.01.2001 and agriculture land

Now it is proposed for production enhancement from 0.36 MTPA to 0.54 MTPA by

deployment of 4 nos. of LHDs additionally in 4 development Panels and 2 depillaring panels

to produce 0.54 MTPA with an additional capital of 8.62 Crores, without increase in land

area. The Scheme for This Environmental Management Plan has been prepared and

approved by WCL dated 12.01.2016 to apply for prior Environmental Clearance for

enhancement under u/s 7(ii) of EIA Notification, 2006 &O.M. dated 19.12.2012 &

07.01.2014.

1.1.2 LOCATION & COMMUNICATION

Naheriya Block named after Naheriya village falls in Pench – Kanhan Valley Coalfield.

It is located in Chhindwara district of Madhya Pradesh. The block is bounded by latitude

22⁰ 16’32” to 22⁰ 12’ 53” and longitude 78⁰ 57’ 58” to 78⁰ 59’ 50” E. it forms a part of SOI

Topo Sheet No 55/J (Scale 1:50,000)

The approach from Parasia to Naheriya Block is via Shivpuri OC Mine on BT weather

road. The mine is also approachable from Amarwada, a Tahsil town on Chhindwara –

Narsinghpur road. The distance between Amarwada and Naheriya is about 35 km and it is

fully black topped road.

The convenient rail head for the block currently used for coal dispatch is EDC siding

which is approximately 37km from Naheriya Block.

1.2 TOPOGRAPHY & DRAINAGE:

The entire area of geological block is occupied by basalt which on differential

erosion has formed rugged terrain comprising of hills and valleys. The maximum elevation is

noticed in the south-eastern part with the contour value of 782 m. In central and south-

eastern part a continuous relatively flat high ground is formed with contour values between

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760 m to 782 m. In the north-eastern past between boreholes PU- 93 & PU-151, an isolated

ridge is seen with maximum contour value of 756 m. The lowest elevation is seen in the

south-western past around PU-186 & PU-188 where contour value is 700 m.

The drainage in the block is mainly controlled by the perennial Gunor river (together

with Dhankasa nullah) which almost encircle and form the western, norther, southern

(Partly) and eastern boundary of the block. Number of nullahs flow in the block in different

directions guided by local topography and ultimately meet Gunor river.

1.3 DEMAND , MARKETABILITY & JUSTIFICATION

In the view of Vision 2020 of CIL and constant pressure on WCL mines to meet the

increasing demand of non-coking coal for power houses and other bulk consumers from

Western as well as Southern part of country. The existing Naheriya UG project is located in

Pench-Kanhan coalfields of WCL. The justification of this mine for proposed expansion has

been studied in the light of estimated demand for non-coking coal from power sector in

Madhya Pradesh and production forecast from existing, completed and ongoing projects of

WCL. Moreover this mine is in operation and having potential, the reserve of the mine

supports for enhancement, there will be no problem in marketing because existing

customers may continue to lift coal from this mine.

By enhancing the production from 0.36 MT to 0.54 MT will help in reducing the losses from

1169/te to 565/te.

Scheme for enhancement of production in Naheriya UG mine form 0.36 MT to 0.54 MT per

year has been approved with an additional capital of 8.62 Crores by WCL dated 12.01.2016.

Naheriya UG is linked to Power sector and partially fed to MPPGCL Sarni, PTPS Panipath,

UPPGCL Paricha, MSPGCL Bhusaval, MSPGCL Nasik, KTPS Dholpur.

It is, therefore, essential to enhance the production capacity of Naheriya UG to reduce the

gap between the requirement and availability. Keeping this objective in view, Naheriya UG

mine is planned for a target capacity of 0.54 MTPA.

2. REGIONAL GEOLOGY

The mine under consideration has been projected in Naheriya Geological Block.

The detailed exploration in Naheriya Block has been carried out by MECL intermittently

when the borehole sites were approachable and hence, the drilling in the block has spread

over a span of about 5 years from January, 1989 to May, 1994.

The present geological assessment of the proposed mine area is based on the data of 52

boreholes involving a total meterage of 7416.20 m in an area of around 3.00 Sq. km. and

forms a part of Naheriya Geological Block. The density of boreholes works out to 17

boreholes per Sq.km

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2.1 GEOLOGY OF THE BLOCK

The entire area is covered with the flows of Basalt which on differential erosion has

formed rugged terrain comprising hills and valleys. The general elevation ranges from

706.89 m (PU – 186) to 769.84 (PU-180).

The geological succession in the proposed mine area is as given below in Table 2.1

GEOLOGICAL SUCCESSION

Age Formation Lithology Thickness Range (m)

From To

Sub-recent to

recent

Soil Sandy & Clayey Soil 0.50

(PU-102, 160,

etc.)

5.5

(PU-172)

Up cretaceous

to Eoceone

Deccan Trap with

inter-trappean beds

Flows of Basalt with

beds of clay/ clay –

stone of variaged

colours

23.00 (PU-

160)

103.66

(PU-201)

UNCONFORMITY

Jurassic Jabalpur Gritty sandstones and

clays with jasper

pebbles

1.26

(PU-186)

30.96

(PU-97)

UNCONFORMITY

Permian Motur Clays / Claystones of

brick red, purple and

grey colour with

lenses / bands of

sandstones at places.

9.59 (PU-165) 74.64

(PU-187)

Permian Barakar Sandstones with

kaolinised feldspars,

interbanded with

shales and coal

seams.

9.32

(PU-129)

74.64

(PU-165)

Talchir Fine grained

argillaceous

sandstone and green

shales

0.75 (+)

(PU-188)

2.85 (+)

(PU-186)

2.2 SEQUENCE OF COAL SEAMS

The seams in the block under report have been designated as Seam I (Topmost), II, III, IV

and V (bottom most).

Seam-I occurs in 3 sections: IA, IB, IC designated form top bottom. The Section – IA

is very thin, impersistent and very poorly developed within the block. It has not attained

workable thickness of more than 0.90 m anywhere in the block. Seam – I cannot be

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considered from exploitation point of view, as such, it has not been considered for mining

in this report.

The Seam – II ranges in thickness from 0.31 m to 3.13 m (Average thickness 2.20 m)

whreas Seam –III ranges in thickness from 0.18 m to 2.34 m (Average of 1.70 m) Both the

seams have a parting of 3 m in whole mine field except at the boundary of the dip side

property, as such, both the seams namely Seams – II & III are to be mined out contiguously

in the rest of the area. Beyond fault F6(N) upto Fault F8 (N), only Seam – II has developed

whereas the thickness of Seam – II is less than 1.2 m and the parting between Seam – II and

Seam – III in this sector [F6(N) & F8 (N)] is by and large less than 3 m. As such, in this area,

only Seam-II will be worked, by driving drifts across Fault F6 (N). From the perusal of seam

folio plan of Seam-II it is clear that the panels 3 & 5 will not be worked, as the coal thickness

in these panels is in between 1.2 m to 1.5 m, which is difficult to work by mechanized

method, as such, their extractable coal reserves have not been considered in the report.

From the perusal of seam folio plan of Seam-III, it appears that the panel Nos. IA, IB, ID, 4 7

and 9 will not be worked by SDL mechanization, as the thickness in these panels is less than

1.5 m. Therefore, the extractable reserves of these panels have not been taken into

consideration.

Seam – IV ranges in thickness from 0.65m to 5.04 m (average 3.25 m) whereas

Seam – V ranges in thickness from 1.19 m to 3.48 m (average 2.45 m). An iso-parting line of

3 m has been drawn on seam folio plans of Seam IV & V. it can be seen that Seam-IV might

be worked in larges area, because of its adequate thickness compared to Seam –V. Panes 1,

2, 3, 5, 6, 8, 8A & 8B might not be worked in Seam –V, as it maintains a parting of less than

3 m with Seam-IV in these panels. Panel-9 might not be worked in Seam-IV, as its thickness

is less as compared to Seam-V and parting between Seams-IV & V is less than 3 m in most of

the area of this panel but it will be worked in Seam-V. Though the extractable reserves of

non-workable panels have not been taken into consideration but their mineability (panel

wise) may be reviewed in consultation with DGMS while actual working of the mine.

The extractable reserves for Seam – II & III will last for 13 years at the target

production of 0.36 Mty, after 13 years, development work in the form of “B & P” panels on

the strike direction will start in the Seams –IV & V. The potential seams being Seam- IV,

where panel development work can be taken up easily, as main trunk roads in the Seam-IV

would have to be driven initially to accommodate trunk belt conveyor for loading of coal

from Seams –II & III.

The gradient of seams varies from 1 in 11 to 1 in 18.

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TABLE 2.2: SEQUENCE OF COAL SEAMS

S.No Seam No. with

Parting

Thickness Rang (m) Remarks Depth

Range (m) From To

1.

IB 0.12

(PU-163)

0.12

(PU-163)

Not Considered due to

thickness and

deterioration in quality

with the development of

carb.Shale and shale

sand. Average grade is

“F” to “G”.

-

Parting

0.35

(PU-93)

7.320.12

(PU-201)

- -

2.

IC 0.05

(PU-186)

3.43

(PU-180)

Not considered due to

thickness and

deterioration in quality

with the development of

carb.Shale and shale

sand. Average grade is

“E” to “F”.

-

Parting

0.35

(PU-195)

5.30

(PU-200)

- -

3.

II 0.31

(PU-187)

3.13

(PU-93)

General thickness range

is 1.50 m to 2.00 m.

Considered workable.

62.89

to

172.61

Parting

0.37

(PU-93)

6.31

(PU-185)

- -

4.

III 0.18

(PU-201)

2.34

(PU-93)


is 1.50 m to 2.00 m.


68.14

to

177.95

Parting

3.51

(PU-186)

11.47

(PU-199)

- -

5.

IV 0.65

(PU-165)

5.04

(PU-92)


is 2.50 m to 3.50 m.


Main Potential Seam.

78.70

to

184.00

Parting

0.77

(PU-203)

8.85

(PU-46)

- -

6.

V 1.19

(PU-46)

3.80

(PU-197)


is 2.00 m to 2.50 m.


82.14

To

194.00

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2.3 DESCRIPTION OF FAULT

TABLE 2.3: DESCRIPTION OF FAULTS

S.No Fault No. Trend Throw direction

& Amount (m)

Nature of Fault & Evidence

1. F3 (N) (forms

southern

boundary)

S 80 deg. E- N 80 deg.

W in the eastern part

to S 80 Deg. W – N

80 Deg .E in the

western part.

70 m to 85 m

southerly

Oblique Fault :

Interpreted on the basis of

difference in FRLs of seams on

both sides of fault.

2. F4 (N) Almost E-W on both

the ends to N 70 Deg.

W – S 70 Deg. E

south of PU – 185.

5m to 10 m

northerly ( 5m in

the east, 10 m in

the west)

Oblique Fault:




3. F5 (N) N 15 Deg. E – S 15

Deg. W

5 m to 10 m

easterly ( 5m in

the northern part

and 10 m in

southern part)

Oblique Fault:

(i) Interpreted on the basis of

difference in FRLS of seams on


(ii) Intersected in PU -184 at

134.9 m, causing omission of

seams – IB. IC & II, PU-190 at

84.20 m with omission of Seam

– III (Part), II & IC.

4. F6 (N) Almost EW to N 50

Deg. E – S 50 Deg. W

20 m to 30 m,

northerly ( 20 m

in east and 30 m

in the west)

Strike Oblique Fault :

(i) Interpreted on the basis of

difference in FRLS of seams on


(ii) Intersected in PU-200 at

187.20 m depth causing

omission of seams – IV & V.

5. F7 (N) Almost EW to N 65

Deg. E – 65 Deg. W

10 m northerly Strike Oblique Fault :




6. F7 – F7 N 65 Deg. E – S 65

Deg. W to E-W

20 m to 30 m

southerly

Strike Oblique Fault :

(i)Interpreted on the basis of



(ii) Intersected in PU -174& PU-

102 causing omission of seams.

7 F3(TH) (forms

southern

boundary)

N70 Deg. E- S70

Deg.W to N 85 Deg.E

– s 85 Deg.W

15 m southerly Strike Oblique Fault :

(i)Interpreted on the basis of



(ii) Intersected in PU -49& at

110 m depth causing omission

of seams – III (part), II, IC & IB.

8 F7(TH) (forms

southern

boundary)

N23 Deg. E-S23

Deg.W to N 45 Deg.E-

S45 Deg. W

10 m easterly Oblique Fault :




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2.4 DESCRIPTION OF COAL SEAMS

The immediate roof of Seam – II consists of Arenaceous shale and while the floor

consists of sandstone. The immediate roof of Seam- III consists of shale and sandstone

while the floor consists of Shale/Arenaceous Shale. The immediate roof of Seam - IV

consists of shale/carbonaceous shale. The floor of Seam-IV consists of intercalation of shale

and sandstone while that of Seam-V consists of shale/carbonaceous shale.

The Boreholes: namely PU-205 and PU-206 have been drilled in the “Mining Block”

for determination of Geo-Engineering Data. These rock samples are under investigation.

However, the data of RQD % of the roof of various seems are tabulated in Table-2.3:

DETAILS OF R.Q.D

Particulars Borehole

PU-205 PU-205

Roof Seam – II * 33-48% 37-90 %

Roof Seam – III 56% 53%

Roof Seam – IV 82% 82-91%

Roof Seam – V 72% 63 %

* Roof of Seam – II consists of parting of average thickness of 1.27 m plus average seam

thickness of IC of about 1.3 m.

The depth of cover varies from 63 m (Seam-III) to 194 m (Seam –V).

2.3 QUALITY PARAMETERS

TABLE 2.4: OVERALL QUALITY OF MINE

2.4 GEOLOGICAL COAL RESERVES

The Geological reserves of the Block are 34.259 MT

3. MINE BOUNDARY DELINEATION

The mine is bounded by the following features:

(a) North – Fault F8 (N) and 60 m barrier from Gunor river.

(b) East – 60 m barrier from Dhankasa nullah and Sub- crop of Seam – V.

(c) South – Sub-crop of Seam-V, Fault F3 (N) & Fault F3 (TH).

(d) West – Fault (TH) & 60 m barrier from Gunor river.

NAME OF SEAMS GRADE

SEAM-II (TOP) G6

SEAM-III (Middle - I ) G6 SEAM-III (Middle - II) G6 SEAM-III (Bottom) G6

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3.1 MINEABLE RESERVES

The Geological reserves of the Block –34.259 MT

Mineable reserves are –32.603 MT

Extractable reserves (thickness 1.5 m and above) – 12.66 MT

Extracted upto 31.03.2015 – 3.33 MT

Remaining Reserves – 8.50 MT

TABLE – 3.1: SEAMWISE DETAILS OF EXTRACTABLE RESERVES

(THICKNESS 1.5 M & ABOVE)

NAME OF SEAM NET EXTRACTABLE

RESERVES (MT)

Seam – II 2.90

Seam – III 1.66

Seam – IV 5.46

Seam – V 2.64

Total 12.66

3.2 TARGET PRODUCTION

It is envisaged that proposed project shall produce 0.54 Mty of coal.

3.3 MINE LIFE

The total life of the mine would be approximately 15.0 years at 100 % achievement

of target.

3.4 PRODUCTION

The production of the mine during the past ten years is as under:-

S.N. YEAR PRODUCTION (Te)

1 2005-06 276145

2 2006-07 256500

3 2007-08 192775

4 2008-09 219735

5 2009 - 10 235583

6 2010-11 253140

7 2011-12 272026

8 2012-13 316368

9 2013-14 284200

10 2014-15 257400

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3.5 PROJECTED PRODUCTION:-

The projected production for the next ten years is as under:-


1 2015-16 400000

2 2016-17 540000

3 2017-18 540000 4 2018-19 540000 5 2019-20 540000 6 2020-21 540000 7 2021-22 540000 8 2022-23 540000 9 2023-24 540000 10 2024-25 540000

4. SELECTION OF MINING METHOD

The mine is being worked by Board and Pillar underground method of working by

development & depillaring is being done by splitting & slicing method in conjunction with

Caving. Coal preparation by solid blasting is being used in the mine. Series of haulages are

used in-bye and out-bye transport of coal for transport of loaded coals tubs. The coal

brought to the surface is dumped in bunker from where trucks are loaded with ROM Coal.

Underground mine working has been done in Seam No. II & III.

Workable horizons:

Only three horizons namely Seam – II,III, IV & V has been considered to be having

workable potentiality.

The scheme for the incremental production form 0.36 MT to 0.54 MT to extract

balance reserves of 8.5 MT for a life of 15 years in Seam - II & Seam - IV by deploying

additional 04 LHDs ( Present 9 LHDs in operation), additional manpower of 120 with

additional budget of 861.998 Lakhs.

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4.1 SYSTEM PARAMETERS

TABLE : THICKNESS OF COAL & PARTING

4.2 SEQUENCE OF MINING

Initially Seams- II, III, V were worked contiguously. Now the development work in the

seams – II & IV will be taken.

Table- : Phasing of Production

S.No Seam No. with

Parting

Thickness Range (m)

From To

1. IB 0.12

(PU-163)

0.12

(PU-163)

Parting 0.35

(PU-93)

7.320.12

(PU-201)

2. IC 0.05

(PU-186)

3.43

(PU-180)

Parting 0.35

(PU-195)

5.30

(PU-200)

3. II 0.31

(PU-187)

3.13

(PU-93)

Parting 0.37

(PU-93)

6.31

(PU-185)

4. III 0.18

(PU-201)

2.34

(PU-93)

Parting 3.51

(PU-186)

11.47

(PU-199)

5. IV 0.65

(PU-165)

5.04

(PU-92)

Parting 0.77

(PU-203)

8.85

(PU-46)

6. V 1.19

(PU-46)

3.80

(PU-197)

YEAR PRODUCTION (Te)

TPD MTY

I 1334 400000

II 1800 540000

III 1800 540000

IV 1800 540000

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4.3 MINING SCHEDULE

The proposed Report has been prepared for a targeted capacity of 0.54 Mt per annum.

The parameters of underground mine field and technical conditions of its development

make this target feasible with normal indices namely length, width & depth of the

excavated block, number of coal seams, seam gradient, method of mining, location of

equipment deployment, etc. The proposed calendar programme of excavation in for a

targeted output of 0.54 Mty. is as shown below:-

Calendar Programmed of Excavation


1 2015-16 400000

2 2016-17 540000

3 2017-18 540000 4 2018-19 540000 5 2019-20 540000 6 2020-21 540000 7 2021-22 540000 8 2022-23 540000 9 2023-24 540000 10 2024-25 540000

5.0 PUMPING & DRAINAGE

The present make of water of Naheriya mine is 298.0 KLD. The mine water from

intermediate sump is being delivered to maintain sump from where the same is delivered

to the sedimentation tanks on the surface with dimensions (Tank 1- 15.6 x 11 x 2.5 m,

Tank 2 -20 x 10 x 2 m with total capacity of 439 KL) are in operation.

6.0 COAL HANDLING ARRANGEMENT

A simple bunker loading arrangement with screening and weighment facilities have

been envisaged as coal handling arrangement.

The coal is brought to surface by belt conveyor from underground and is transferred

to another 1000 mm wide elevating belt conveyor. The coal is raised to a suitable height

and allowed to pass through a vibratory screen. The screen separates the ROM coal into

steam and slack fractions. These fractions are collected into two separate 100 tonne

overhead bunker loading hoppers. Reciprocating feeder has been provided below the

discharge opening of each hopper.

Customer’s truck will be loaded below these hoppers for further transport.

7.0 WORKSHOP

There is no workshop at Naheriya but there is primary service centre with sufficient civil

infrastructure to cater the maintenance of proposed extra LHD equipments. This primary

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centre would extend basic engineering support in respect of maintenance and repair of

various Machineries deployed in the mine.

Area workshop at Chandametta shall provide external support to the unit workshop in

the form of major repairs, replacement and overhauling of equipment.

8.0 SOURCE OF POWER

(i) Singodi Sub station is the source of 33 KV power for Naheriya Project.

(ii) 11 KV overhead line is source for Bokai Township of Naheriya UG Project.

8.1 SALIENT FEATURES OF THE EXISTING ELECTRICAL PARAMETERS

Sl.No. PARTICULARS POWER SUPPLY

1 Incoming Power Supply 33 KV

2 Maximum Demand (including Township) 2.1 MVA

3 Specific Power Demand 5.83 MVA / MT

4 Main power transformers 33/11 KV 2x2.0 MVA

5 Specific Electricity Consumption 14.6 KWH / T

6 Specific Power Cost Rs. 57.60 / T

7 Total Capital Investment on Elect. P & M Rs 392.00 Lakhs

8 Specific Capital Investment on Elect. P & M Rs. 108.90 / T

Additional Requirements as per the Approved Scheme

3.3KV Power separately conveyed to SW-5, Seam II by 90 sq.mm power cable form

surface. As the connected load of mine is 2400 KW and is expected to increase for pumping,

installed capacity of the mine is 2.6 MVA which is not sufficient enough to fulfill the power

requirement of fourth district. Required load of the proposed district is 570 KW including

transport and operation hence 1 MVA power transformer is proposed to install 33 KV/3.3

KV at surface sub-station and additional Electric equipments & material required amounting

to additional cost of 2.4852 Crores.

Electrical Equipment & Material Requirement:

Power Transformer 1 Nos 1 MVA 33 KV/3.3 KV

CT 33 KV Rating 30 /30 /5 CTR

PT 33 KV/110V

VCB 33 KV

VCB/OCB 3.3 KV

FLPVCB 3.3 KV

Power Cable (PVC DWA) 3.3 KV Grade 95 Sq.mm

FLPVCB (550 V) 100/ 200/ 300/ AMP

Starter FLP

TSU 315 KVA, 3.3 / 550 V

Drill panel, Machine, Cable

Lighting Transformer 550/110 V, 5 KVA

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Lighting cable 2 x 4 sq. mm Mining type

Light fitting FLP bell type, 110 V

Telephone Cable

9.0 CIVIL CONSTRUCTION

9.1 CIVIL CONSTRUCTION

11.1.1 Life of the project & specifications

The estimated life of this project is about 15 years. Existing infrastructure such as

Manager’s Office, First Aid Centre, Rest Shelter, Canteen, Lamp Room, Haulage Engine

Shed, Fan House, C.D.S building, workshop, Magazine room etc. will be used.

Existing Bokai Township on non-coal bearing area has 427 quarters and another 78

quarters are to be constructed for a manpower of 1152( including additional man power) .

Enhancement of surface bunker capacity

The mine PR proposed two bunkers 100 te capacity for targeted production of 0.36

MT were constructed and are in operation. Now as the proposed scheme will enhance

production from 0.36 Mt to 0.54 MT and to handle coal at surface it is proposed to install 2

more bunkers of 100 te. capacity at surface with reciprocating feeder, in sequence with

loading on belt to feed coal to proposed bunkers and it is amounting to additional cost as

per the approved scheme is 1.0 Crore.

Ventilation

At present the main ventilator to be installed for Naheriya UG mine is 110 cu.m /

sec. at 100 mm of WG, Surface fan of having specification of 80 to 120 cu,m /sec. At 100 -67

mm WG with a fan motor of 350 HP has been provided in the Project Report.

As per approved scheme, for preparation of district and proper ventilation at least

35 nos. of ventilation stoppings are required and for proper ventilation at the face with

running LHD 04 nos of auxiliary fans are required amounting to total of 0.35 Crores.

Roads & Culvert

Existing approach roads & colony roads will be used.

External Services

External Services viz. Roads, Culverts, Water Supply, and Sewage Disposal etc.

already exist and are maintained at regular intervals.

Material Transport

Direct haulage of 110 KW has been envisaged at the incline Top on surface for

material transport.

14

Additionally as per approved scheme it is proposed to provide Direct haulage of 50

HP x 2 nos complete with all electrical equipments, 10 nos. of Coal tubs and Ms Rails total

amounting to 33.438 Lakhs.

9.2 SERVICE BUILDINGS

Existing service buildings will be used.

Sub-Station

Existing sub-station will be used.

9.3 RESIDENTIAL BUILDING

505 quarters were proposed initially out of which 427 quarters have been

constructed and remaining 78 quarters are to be constructed for a manpower of 1152.

9.4 ROADS AND CULVERTS

Colony Roads and Culverts

Existing colony roads will be utilized, no new roads are proposed.

Roads & Culverts

For transportation of coal existing road will be used. Existing culvert over Gunor

river (about 100 m length and 7.5 m width) will be utilized.

Approach roads

For approaching UG mine existing 2.50 km length of sector road of stratum ‘C’

will be used.

9.5 WATER SUPPLY ARRANGEMENT

The total water requirement for project has been worked out to 444 Kl (Industrial-

98 KL & Domestic – 346 KL). Water demand for project includes water to be supplied for

dust suppression, firefighting, water sprinkling on roads, colony etc.

Source of Water

Water Demand (Industrial) is met from Mine pumped out water of Naheriya UG, for

domestic requirement borewells are in operation at Bhokai Township to meet the

requirement .

15

9.6 SEWAGE DISPOSAL ARRANGEMENT

No waste water is discharged outside mine premises. For colony, each quarter is

provided with septic tank followed by soak pit. Possibility of construction of STP will be

explored during construction of proposed 78 Nos.quarters.

10.0 LAND

The land use pattern of this area is directly controlled by the topography. The

pleateau and valley portions are used for cultivation. The slopes are covered by reserve

forests of moderate to thick density.

The top soil is typical black cotton soil, occurring mostly in the valleys. Thickness of

soil varies from 0.5 m to about 3.0 m. Sub-Soil is dull brown to grey in colour with

dominance of boulders of basalt.

Major crops in this block are maize, jowar, wheat and groundnuts. Major flora in

mine / study area is teak, sal, mahua, tendu together with thorny bushes. Monkey, Fox

etc., represent major fauna in Naheriya study area.

S.No Particulars Area (ha)

AREA FOR UNDERGROUND MINING

A LEASEHOLD AREA 300.0

1. Govt. Forest 196.63

2. Big Trees Forest 8.32

3. Grass Land 5.84

4. Govt. Land under Water 0.67

5. Other Govt. Land 2.90

6. Tenancy Land and Abadi, etc 85.64

B AREA UNDER “ALL RIGHTS” 30.0

1. Non-Forest Land 30.0

Grand Total 330.00

The break-up of the area under “ALL RIGHTS” is as follows.


1. Land for mine entries and other infrastructure 5.00

2. Land for approach road to mine and colony 10.00

3. Land for township 15.00

Grand Total 30.00

11.0 COMPENSATION & REHABILITATION

Not Applicable as enhancement of the production from 0.36 MTY to 0.54 MTY

without any change in Land.

16

12.0 MANPOWER

The manpower planning has been estimated and guided by the available norms of

WCL mines. Initially it was planned with 1032 No’s but as on date 1018 No’s of manpower is

employed in the Naheriya UG.

As per the scheme to achieve the target production additional manpower of 120

No's will be provided.

13.0 SAFETY & CONSERVATION

13.1 DEGREE OF GASSINESS

Naheriya UG is placed under Degree – I of gassiness.

13.2 INUNDATION

The Gunor river (perennial) flowing nearby the mine which almost encircle and form

the western, northern, southern (partly) and eastern boundary. Since there is no stream

crossing there is no danger of inundation during monsoon. During rainy season adequate

precautions are taken to prevent dangers due to inundation.

13.3 DUST SUPPRESSION

Dust is generated due to surface transportation of coal from pit head to EDC siding.

For suppression of dust water sprinklers have been provided, optimal loading and covered

transportation by trucks is being done. Avenue plantation of multi-cultural species along

the transportation road, coal stock and railway siding is done.

13.4 FIRE AND SPONTANEOUS HEATING

Spontaneous combustion of coal or other carbonaceous matter may be defined as

the process of self-heating of coal resulting eventually in its combustion without the

application of external heat. Various factors govern the spontaneous heating of coal viz.

Chemical Composition of coal, friability, presence of iron pyrites, depth of the seam,

thickness of the seam, geological disturbances, presence of bands etc.

To detect fire at an early stage regular monitoring of any sign of fire is being carried

out regularly as per statute.

(1) No person shall deposit heated material or ashes on any opencast working. Also no

person shall light a fire or permit a fire to be lighted in any UG working except by the

permission in writing of the Manager and only for a special purpose specified

therein.

(2) No coal shall be left exposed more than its incubation period to avoid fire in

seam due to spontaneous heating.

17

13.5 EXPLOSION

An explosion is a sudden combustion process of great intensity accompanied by

release of large quantities of heat energy and in which the original gas or solid substance

like coal dust is converted instantaneously into gaseous products. Explosion in Coal mines

are of (a) Fire damp (Methane), (b) Coal dust, or combination of both.

Explosion due to firedamp – Firedamp has been the cause of most of the explosions

in coalmines and in every mine steps are taken to prevent a fire damp explosion. Presence

of firedamp in air between 5.4% and 14.8% forms an explosive mixture. If a suitable source

of ignition is available the mixture results in an explosion.

Precautions taken against fire, heating (as pear CMR) also helps in preventing the

explosion.

Proper ventilation of the mine is the correct method to prevent dangerous built-up

of firedamp. Regular inspection of places where firedamp may accumulate is essential in

addition to proper ventilation.

Adequate provision for self-rescuers has been made in this project to enable

everybody to carry it underground. Stone dust barriers/water through barriers have been

provided as per statute.

Explosion due to coal dust – It has been established that coal dust when suspended

in the air as cloud, is capable of bursting into an explosion and propagate it, even in the

absence of firedamp.

A coal dust explosion can be prevented by:

(i) Reducing the formation of coal dust at the working places and suppressing the same by

water infusion, water spraying and by proper control of shot firing.

(ii) Preventing its spread during transport of coal.

(iii) Rendering coal dust harmless by wetting it with water or mixing with inert stone dust.

(iv) Provision of stone dust barriers or water barriers.

For monitoring the level of dustiness and quality of dust, regular sampling and analysis of

mine dust is being done and precautions are being taken as per statute.

(v) Avoiding accumulation of the methane in underground by proper ventilation and strict

adherence to DGMS guidelines/ Statues.

18

13.6 BLASTING

Special precautions may be taken while performing blasting operations. Solid

blasting is used for coal preparation. All precautions as per statute regarding transport,

handling and use of explosive shall be adhered to.

13.7 ADITIONAL PERMISSION / RELAXATIONS REQUIRED FROM DGMS

• General precautions: - The report has been made confirming to prevailing rules and

regulations in force. However all provisions of Mines' Act, Coal Mines Regulations and

its subordinate legislation may be followed.

• Mine Lighting: - Proper lighting arrangements shall be made in mine

• Exemption regarding provision of manpower: - Necessary exemption regarding

statutory manpower may be taken from DGMS.

• Risk Analysis: - Risk analysis studies shall be done for all critical activities. Also suitable

risk management plan for all critical activities shall be made and implemented.

14.0 ENVIRONMENTAL MANAGEMENT

EMP for Naheriya UG Mine is being prepared for 0.54 MTY Capacity. In the

subsequent paragraphs an attempt has been made to assess the likely environmental

impacts due to proposed mining activities.

To have a close watch on the environmental condition and implementation of the

various measures suggested, a multi - disciplinary approach is essential. At present WCL

headquarter acts as apex body which supervises the activities relating to environment at

project level through the General Manager. General Manager of the area coordinates the

activities of various disciplines in the area to render all necessary assistance at the

implementing level i.e. the project. Area Nodal Officer (Environment) monitors all aspects

of environment on behalf of the General Manager. He also takes suitable steps for

generation of environment data along with its analysis and interpretations.

Sub-Area Manager is responsible for biological reclamation with the assistance of

GM’s office.

For Environment Protection Measures, provision of Rs 6.00 / t of coal production

has been kept.

For Corporate Social Responsibility, provision of Rs 2.00 / t of coal production has

been kept.

15.0 MINE CLOSURE

The mine closure cost will cover the following activities for which a corpus fund will

be created by opening an escrow account with the coal controller organization in

nationalized bank. In case of mines having acid mine drainage, post closure acid mine

drainage management cost shall also be included in the total closure cost. An amount @ Rs

19

1.00 lakes per Ha of the project area will be deposited in this account for final mine closure.

Progressive mine closure will be done with the fund provided in approved report.

The above mentioned rate has been taken from Circular No. 55011-01-2009-CPAM,

Government of India, Ministry of Coal, Dated 27 August 2009 duly updated on 25 April

2012.

The Mine Closure was prepared and approved by WCL Board for Naheriya UG in

2012 taking Total land involvement of the mine as 300 ha and life of the project as 26 years

as on 01.04.2012.

After calculation, financial provision for closure of Naheriya UG Mine was around Rs.

749.83 lakhs (based on July 2012 provision WPI & at the @ Rs 1.0 lakh/ ha).

Escrow account has been opened and fund deposited till date is Rs. 46,24,000.00.

At present, Naheriya UG is proposed for enhancement in capacity from 0.36 MTPA

to 0.54 MTPA without any change in land area. Due to enhancement in production, life of

the project comes down to 15 years.

Mine Closure cost will be reviewed taking into account the total land, change in the

life of project, WPI as on date from website of Office of Economic Adviser, Ministry of

Commerce, Government of India based on these amount to be deposited in escrow account

every year with 5 % escalation will be calculated and deposited.

16.0 PROJECT IMPLEMENTATION SCHEDULE

Table 16.1 PRE AND POST SANCTION ACTIVITIES BEFORE STARTING EXCAVATION

Pre Sanction Activities Post Sanction activities before

starting excavation

Detailed surveying of the area Preparation of budgetary

estimates for construction of

various infrastructural facilities like

Coal Bunkers etc.

Dialogue with MP State Electricity Board to

finalise sources of power supply

Getting various statutory clearances.

Procurement of LHDs and Electrical

equipment. Creating facilities for

Material Transport.

Selection and training of manpower

for the project as per manpower

budget.

Proposal for various scientific

studies.

20

17.0 PROJECT ECONOMICS

Orginally, the Project Report of Naheriya has been approved by CIL Board for

Rs.46.1708 Crores with a target capacity of 0.36 MTPA.

Additional capital requirement for the project works out to Rs 8.62 crores and has

been approved by competent authority on 12.01.2016.

17.1 ADDITIONAL CAPITAL INVESTMENT

The Summarized form of additional Capital investment is given in Table below:

Table 17.1: Additional Capital Investment

S.No Item Amount (Lakhs)

1 Fabrication of Bunkers at Surface 100.00

2 Drinking Water Supply with Water Tank 3.00

3 Pumping (3 nos face pumps) 6.00

4 Ventilation Stoppings etc (35 nos) 35.00

5 Material Transport (1 DH, 10 Coal Tubs etc) 33.438

6 Production ( 4 LHDs, 2 Gate & 1 Trunk Belt) 410.04

7 Surface Power Supply (Power Transformer) 26.00

8 Electrical Equipments 248.52

TOTAL 861.998

17.2 EMS AND WAGES

The EMS calculated to Rs 2334.0 . The cost of salary wages = Rs. 2,80,080 per day.

17.3 SALE PRICE

The selling price of G6 Grade coal with above GCV has been considered as

Rs 2109 /t .

17.4 COST OF PRODUCTION

Total cost of production works out to be Rs 2270.68 per tonne (at 100% of

incremental production)

17.5 PROFIT & LOSS

In the incremental scenario, the overall losses of Nehariya UG mine are proposed to

reduce from Rs.1033.56/t to Rs.299.68/t at 100 % Capacity. In the incremental scenario, the

overall profit and operating profit is estimated to be Rs.762.11/t and 781.83/t respectively.

21

18. CONCLUSION

Proposed Increment by deployment of 4 LHDs and additional capital investment not

only enhances production but also reduce the losses incurred during operation.

*********

22

ENVIRONMENTAL

IMPACT ASSESSMENT (EIA)

&

ENVIRONMENTAL

MANAGEMENT PLAN

(EMP)

23

CHAPTER – I

ANTICIPATED ENVIRONMENTAL IMPACTS

&

MITIGATION MEASURES

24

Brief Description of Present Scenario of Project:

Environment clearance of Naheriya UG (refer Annexure –III) is for 0.36 MTPA rated

capacity in a lease area 300.0 ha, obtained , (vide no – J-11015/35/200/35/200-I A II (M)

date 15.11.2002). The land details are as follows -

Mine Lease Area - 300.0 ha

Agricultural land - 93.438 ha

Govt. land (Forest land) - 206.562 ha

A scheme for Naheriya UG Expansion has been prepared with enhancement in capacity to

0.54 MTPA from earlier 0.36 MTPA. Therefore fresh EC is now being solicited for capacity of

0.54 MTPA for operation of the mine as per following -

Capacity – Expansion from 0. 36 MTPA to 0.54 MTPA

Land area – 300.0 ha

Forest land – 206.562

Resettlement - NIL

Rehabilitation of land losers– NIL






3. Grass Land 5.84






Grand Total 330.00

Area under “ALL RIGHTS”





Grand Total 30.00

Hence, at present EC for expansion of production capacity from 0.36 MTPA to 0.54 MTPA

in a ML area of 300 ha is solicited under section 7 (ii)

25

LOCATION AND COMMUNICATION:

Naheriya UG is named after Naheriya village which falls in Pench – Kanhan Valley Coalfield.

It is located in Chhindwara district of Madhya Pradesh.

The approach from Parasia to Naheriya Block is via Shivpuri OC Mine on BT weather road.

The mine is also approachable from Amarwada, a Tahsil town on Chhindwara – Narsinghpur

road. The distance between Amarwada and Naheriya is about 35 km and it is fully black

topped road.

The rail head for the mine currently used for coal dispatch is EDC siding which is

approximately 37km from Naheriya UG mine.

Latitude 22⁰ 16’32” to 22⁰ 12’ 53” N

Longitude 78⁰ 57’ 58” to 78⁰ 59’ 50” E

Toposheet No. 55/J (scale 1:50,000)

TOPOGRAPHY AND DRAINAGE:

The entire area of geological block is occupied by basalt which on differential

erosion has formed rugged terrain comprising of hills and valleys. The maximum elevation is

noticed in the south-eastern part with the contour value of 782 m. In central and south-

eastern part a continuous relatively flat high ground is formed with contour values between

760 m to 782 m. In the north-eastern past between boreholes PU- 93 & PU-151, an isolated

ridge is seen with maximum contour value of 756 m. The lowest elevation is seen in the

south-western past around PU-186 & PU-188 where contour value is 700 m.

The drainage in the block is mainly controlled by the perennial Gunor river

(together with Dhankasa nullah) which almost encircle and form the western, norther,

southern (Partly) and eastern boundary of the block. Number of nullahs flow in the block in

different directions guided by local topography and ultimately meet Gunor river.

1.0 IMPACT ASSESSMENT AND MITIGATIVE MEASURES

1.1 AIR POLLUTION IMPACT ASSESSMENT

The impact assessment has been carried out dealing with the following points:

(a) Phase-wise inventory of air pollution emission sources

(b) Impact assessment

a. Phase-wise inventory of air pollution emission sources

The pollution sources are obvious and to assess the impact, the project life is divided

into following time frames:

26

Operation phase

Post-Operational stage

The activities associated with these time frames and having impact on the ambient air

quality along with the pollutants are enumerated in the following sections:

Operational phase

During this phase, activities necessary for mining of coal, its handling and transport are

taken up. Such activities having impact on ambient air quality are detailed below:

(i) Drilling : Dust

(ii) Blasting of coal : Dust and noxious gases

(iii) Handling of coal : Dust and noxious gases

(iv) Movement of vehicles : Dust and noxious fumes

Post-Operational stage

The mine closure cost will cover activities for which a corpus fund has already been

created by opening an escrow account and additional funds considering expansion shall

also be included in the total closure cost. An amount @ Rs 1.00 lakhs per ha of the project

area will be deposited in this account for final mine closure. Progressive mine closure will

be done with the fund provided in approved report.

Modifications in physical and biological reclamation of subsided area, Salvaging and

shifting operation of UG Machineries and other equipment, Clearing of coal and other

materials, restoration of infrastructure area & colony area to the extent possible and

necessary if not useful for other projects, Management of hydrology and hydrogeology,

redeployment of workforce, etc, arrangement & implementation of post-operation

monitoring mainly keeping watch, vigil, etc.

The activities having impact on the ambient air quality are enumerated below:

(i) Movement of vehicles for shifting and salvaging

operation of UG Machineries and other

equipment

: Dust and obnoxious fumes

(ii) Movement of vehicles for clearing of coal and

other materials

: Dust and obnoxious gases

b. Impact assessment

Mining and its related activities create ambient air pollution. The impact of mining on

ambient air quality is highlighted in the following paragraphs:

In an underground, the ambient air quality is influenced due to the presence of PM10,

PM2.5, SO2, NOx, etc., which are generated due to various activities like drilling, blasting

27

and handling related to the project. Further, the ambient air quality is affected marginally

to a varying degree due to the mining activities of other nearby opencast and underground

coalmines of the same coalfield. The concentration of pollutants may vary depending upon

the various micro-meteorological parameters and the seasons of a year.

The baseline ambient air quality data generated for Chinda Mine which is near by site

of Naheriya UG shows that the levels of various pollutants are well within the permissible

limits.

Now, with the proposed expansion in production capacity of the project, there is

likelihood of addition of pollution to the existing concentration level of different attributes

of ambient air. Efforts are being made and will continue to be made by implementation of

proper abatement measures (as detailed out in the approved EIA/EMP) so as to maintain

the quality of ambient air, to the pre – mining level to the extent possible.

In order to assess the likely contribution of pollution due to proposed expansion in

production capacity by 0.54 MTPA, air quality data of the existing mine as well as of the

nearby projects have been considered.

The ambient air quality monitoring as per the existing EC is being carried out at four

locations selected on the basis of topography, wind directions and activity area. The

locations are as follows;-

Ambient Air Quality Monitoring locations :

S.No. Location Details Location Code

1.

2.

3.

4.

SAM Office

Bokai Township

Lamp room

Naheriya Village

PNUA-1

PNUA-2

PNUA-3

PNUA-4

The monitoring of ambient air quality parameters in respect of SPM, RPM, SO2 & Nox is

carried out on fortnightly basis as per Environmental Protection (Amendment) Rule,

2000. The Results of monitoring since quarter ending March 2014 up to September 2015

are given as below :-

28

Environment Laboratory CMPDI, RI IV, Nagpur

Test Report

T - 2969

Test Report No. : RIN/TR/QE-S15/A Date of Issue : 26.10.2015

Name of the Customer: Env.CMPDI, Nagpur Sampling method : IS-5182

Customer letter Ref. No. : �.ेस.4/प.अ./पा.का./15-16

Sample Description : Air sample No. of pages : 2

Test Required : IS-5182 [PM-10(04:1999),NOx (06:2006),SO2 (02:2001)] & TPM*.

AIR QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. : SEP. NAME OF THE PROJECT : NAHERIA UG

1. SAM Office

: PNUA-1

( 24 hourly values in µg/m3 ) Month Dates of Sampling Parameters

From - To TPM PM-10 NOX SOx

AUG.2015 11.08.15 - 12.08.15 39 13 7 16 SEP.2015 29.09.15 - 30.09.15 164 114 10 16

TLV as per Env.(Protection) Amendment Rule 2000 600 300 120 120 2. Bokai Township : PNUA-2

( 24 hourly values in µg/m3)

Month Dates of Sampling Parameters


JULY.2015 08.07.15 - 09.07.15 55 26 9 22 JULY.2015 29.07.15 - 30.07.15 89 77 23 20 AUG.2015 24.08.15 - 25.08.15 82 59 7 29 SEP.2015 11.09.15 - 12.09.15 103 62 7 14

PERMISSIBLE LIMIT 200 100 80 80

3. Lamp room / Sub station : PNUA-3



JULY.2015 29.07.15 - 30.07.15 63 43 17 31 SEP.2015 29.09.15 - 30.09.15 116 76 9 22

TLV as per Env.(Protection) Amendment Rule 2000 600 300 120 120

4. Naheria Village : PNUA-4

( 24 hourly values in µg/m3)



JULY.2015 08.07.15 - 09.07.15 53 44 12 30 JULY.2015 29.07.15 - 30.07.15 72 61 18 26 AUG.2015 11.08.15 - 12.08.15 50 28 6 24 AUG.2015 24.08.15 - 25.08.15 34 21 6 16 SEP.2015 29.09.15 - 30.09.15 129 79 13 11


29


Test Report

T - 2969

Test Report No. : RIN/TR/QE-J15/A Date of Issue : 23.07.2015 Name of the Customer: Env.CMPDI, Nagpur Sampling method : IS-5182

Customer letter Ref. No. : �.ेस.4/प.अ./पा.का./15-16 Sample Description : Air sample No. of pages : 2 Test Required : IS-5182 [PM-10(04:1999),NOx (06:2006),SO2 (02:2001)] & TPM*.

AIR QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. : JUNE. NAME OF THE PROJECT : NAHERIA UG

1. SAM Office : PNUA-1

24 hourly values in µg/m3 ) Month Dates of Sampling Parameters

From - To TPM PM-10 SOx NOX MAY.2015 11.05.15 - 12.05.15 112 53 4 18


2. Bokai Township : PNUA-2 ( 24 hourly values in µg/m3)


From - To TPM PM-10 Sox NOX APRIL.2015 08.04.15 - 09.04.15 130 68 9 22 MAY.2015 11.05.15 - 12.05.15 133 35 5 20 MAY.2015 27.05.15 - 28.05.15 331 241 8 31 JUNE.2015 11.06.15 - 12.06.15 36 34 6 22 JUNE.2015 24.06.15 - 25.05.15 66 36 5 19


3. Lamp room / Sub station : PNUA-3 ( 24 hourly values in µg/m3 )


From - To TPM PM-10 Sox NOX MAY.2015 11.05.15 - 12.05.15 138 46 5 21 JUNE.2015 11.06.15 - 12.06.15 400 254 7 31


4. Naheria Village : PNUA-4

( 24 hourly values in µg/m3) Month Dates of Sampling Parameters

From - To TPM PM-10 SOx NOX APRIL.2015 25.04.15 - 26.04.15 78 52 6 29 MAY.2015 27.05.15 - 28.05.15 191 75 9 22 JUNE.2015 24.06.15 - 25.05.15 73 19 6 10


30


Test Report

T - 2969

Test Report No. : RIN/TR/QE-M15/A Date of Issue : 15.04.2015 Name of the Customer: Env.CMPDI, Nagpur Sampling method : IS-5182


AIR QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. : MAR. NAME OF THE PROJECT : NEHARIYA UG

1. SAM Office

: PNUA-1

( 24 hourly values in µg/m3 )


From - To TPM PM-10 SOx NOX JAN.2015 28.01.15 - 29.01.15 60 36 11 25 MAR.2015 28.03.15 - 29.03.15 466 251 7 22




From - To TPM PM-10 Sox NOX JAN.2015 12.01.15 - 13.01.15 135 78 13 30 FEB.2015 11.02.15 - 12.02.15 64 41 5 22 FEB.2015 25.02.15 - 26.02.15 56 33 11 34 MAR.2015 13.03.15 - 14.03.15 29 27 9 29 MAR.2015 28.03.15 - 29.03.15 69 29 7 15




From - To TPM PM-10 Sox NOX FEB.2015 11.02.15 - 12.02.15 134 62 5 24 MAR.2015 28.03.15 - 29.03.15 305 210 7 29


4. Neharia Village : PNUA-4


From - To TPM PM-10 SOx NOX FEB.2015 11.02.15 - 12.02.15 35 15 5 15 MAR.2015 28.03.15 - 29.03.15 133 76 7 18


31


Test Report

T - 2969

Test Report No. : RIN/TR/QE-D14/A Date of Issue : 15.01.2015 Name of the Customer: Env.CMPDI, Nagpur Sampling method : IS-5182

Customer letter Ref. No. : �.ेस.4/प.अ./पा.का./14-15 Sample Description : Air sample No. of pages : 2 Test Required : IS-5182 [PM-10(04:1999), NOx (06:2006),SO2 (02:2001)] & TPM*.

AIR QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : PENCH Q.E. : DEC. NAME OF THE PROJECT : NEHARIYA UG

1. SAM Office

: PNUA-1


Month Dates of Sampling Parameters From - To TPM PM-10 SOx NOX

NOV.2014 13.11.14 - 14.11.14 132 80 4 11 DEC.2014 09.12.14 - 10.12.14 264 229 9 21

TLV as per Env.(Protection) Amendment Rule 2000 600 300 120 120 2. Bokai Township : PNUA-2


From - To TPM PM-10 Sox NOX OCT.2014 13.10.14 - 14.10.14 90 28 6 20 NOV.2014 13.11.14 - 14.11.14 136 98 3 16 NOV.2014 25.11.14 - 26.11.14 274 129 7 21 DEC.2014 09.12.14 - 10.12.14 159 71 10 23 DEC.2014 24.12.14 - 25.12.14 116 33 2 21

PERMISSIBLE LIMIT 200 100 80 80 3. Lamp room / Sub station : PNUA-3


Month Dates of Sampling Parameters From - To TPM PM-10 Sox NOX

NOV.2014 13.11.14 - 14.11.14 224 117 4 24 DEC.2014 24.12.14 - 25.12.14 198 136 2 13


32


Test Report

T - 2969

Test Report No. : RIN/TR/QE-S14/A Date of Issue : 15.10.2014 Name of the Customer: Env.CMPDI, Nagpur Sampling method : IS-5182


AIR QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : PENCH Q.E. : SEP. NAME OF THE PROJECT : NEHARIYA UG

1. SAM Office : PNUA-1


From - To TPM PM-10 SOx NOX

JULY.2014 22.07.14 - 23.07.14 68 38 24 10

SEP.2014 10.09.14 - 11.09.14 13 8 21 11




From - To TPM PM-10 SOx NOX

JULY.2014 10.07.14 - 11.07.14 308 203 38 13

AUG.2014 26.08.14 - 27.08.14 51 36 18 11

SEP.2014 10.09.14 - 11.09.14 43 11 21 13

SEP.2014 24.09.14 - 25.09.14 252 88 24 13




From - To TPM PM-10 SOx NOX JULY.2014 22.07.14 - 23.07.14 36 15 31 11

SEP.2014 10.09.14 - 11.09.14 57 14 29 12


4. Neharia Village : PNUA-4 ( 24 hourly values in µg/m3)


From - To TPM PM-10 SOx NOX AUG.2014 10.08.14 - 11.08.14 95 61 23 9 AUG.2014 26.08.14 - 27.08.14 92 33 11 14

SEP.2014 24.09.14 - 25.09.14 82 67 20 8


33

AIR QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : PENCH Q.E. : JUNE. NAME OF THE PROJECT : NEHARIYA UG

1. SAM Office : PNUA-1 ( 24 hourly values in µg/m3)


From - To TPM PM-10 NOX SO2

MAY.2014 10.05.14 - 11.05.14 142 78 38 7

JUNE.2014 12.06.14 - 13.06.14 129 59 45 8





APRIL.2014 04.04.14 - 05.04.14 232 130 4 34

APRIL.2014 24.04.14 - 25.04.14 40 17 5 74

MAY.2014 10.05.14 - 11.05.14 105 50 4 113

JUNE.2014 12.06.14 - 13.06.14 174 65 38 3


3. Lamp room / Sub station : PNUA-3



MAY.2014 10.05.14 - 11.05.14 232 139 4 129

JUNE.2014 26.06.14 - 27.06.14 202 132 68 53





APRIL.2014 04.04.14 - 05.04.14 237 66 6 47

APRIL.2014 24.04.14 - 25.04.14 36 30 7 59

JUNE.2014 13.06.14 - 14.06.14 99 36 26 9

JUNE.2014 26.06.14 - 27.06.14 296 217 47 36


34

AIR QUALITY MONITORING DATA

NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : PENCH Q.E. : MAR. NAME OF THE PROJECT : NEHARIYA UG

1. SAM Office : PNUA-1 ( 24 hourly values in µg/m3)


From - To SPM PM-10 NOX SO2

JAN 2014 10.01.14 11.01.14 104 77 2 47

MAR 2014 12.03.14 13.03.14 46 34 7 22





JAN 2014 10.01.14 10.01.14 226 56 3 46

FEB 2014 13.02.14 14.02.14 44 13 4 55

FEB 2014 27.02.14 28.02.14 89 32 5 85

MAR 2014 12.03.14 13.03.14 51 39 6 33


3. Lamp room / Sub station : PNUA-3 ( 24 hourly values in µg/m3)



JAN 2014 23.01.14 24.01.14 79 44 3 41

MAR 2014 12.03.14 13.03.14 54 42 9 24





JAN 2014 10.01.14 11.01.14 101 47 3 53 JAN 2014 23.01.14 24.01.14 79 44 3 41

MAR 2014 12.03.14 13.03.14 57 48 6 30


35

CO MONITORING DATA

( All values are given in µg/m3)

Sl. No.

Monitoring Location Monitoring Date Observed

Value

NAAQ Standards (1

hour)

1. SAM Office 12.03.14 < 114.3 10000

2. Bokai Township

12.03.14 < 114.3 4000

3. Lamp Room / Sub-station

12.03.14 < 114.3 10000

4. Neharia villege 12.03.14 < 114.3 4000 The ambient air quality will have no harmful effect on human being, flora and

fauna, soil quality, surface structures and aesthetic value of the surrounding environment

as suitable mitigative measures will be taken to make the operation eco-friendly.

Further, in order to assess the likely impact of proposed expansion of underground

mine on ambient air, numerical modeling has also been carried out by using FDM Air

Quality Model and is incorporated in subsequent pages. Air quality model is calculated

considering the Meteorological and the Monitoring data of Naheriya UG mine.

The numerical modeling has been carried out by using FDM Air Quality Model and

is incorporated in subsequent pages. Air quality model is calculated considering the

Meteorological datas of the nearby Chinda OC mine and routine monitoring data of

Naheriya UG is used as baseline.

The Naheriya UG mine is proposed for the expansion from 0.36 MTPA to 0.54

MTPA. At present, the average PM10 values (QE June 15 & QE Sept 15) of Naheriya UG

mine at SAM Office is 60 µgm/m3, Naheriya Villageis 47µgm/m3

, Bokai Township is 71

µgm/m3, lamp room is 105 µgm/m3, all are well within permissible limits. The incremental

values due to Naheriya UG 0.54 MTPA by FDM model works out to be at SAM Office is 0.54

µgm/m3, Naheriya Village is 0.14µgm/m3

, Bokai Township is 0.04 µgm/m3, lamp room is 0.46

µgm/m3

, The resultant pollution load ofNaheriya (0.54 MTY) . The increase in pollution due

to enhancement in capacity of this UG mine is insignificant. Hence the values will remain

within permissible limits

The results showing the Iso – pleths both for without and with Control measures

have been attached herewith in subsequent pages along with a Table of the resultant air

quality. It may be seen that the resultant air pollution level will remain well within the

permissible limits with the suggested control measures.

36

AIR QUALITY IMPACT PREDICTION (PM10)

SL.NO.

MONITORING

LOPCATIONS

(AS BASELINE

DATA)

MONITORING

DATA (AS

BASELINE

VALUE)

Incremental

Value

without

Control

Incremental

Value with

Control

Predicted

Value

Without

Control

Predicted

Value

With

Control

Permissible

Value

1 SAM Office 60 0.54 0.27 60.53 60.27 300

2 Bokai Township 71 0.05 0.02 71.04 71.02 100

3 Lamp Room 105 0.46 0.23 105.46 105.23 300

4 Naheriya Village 47 0.14 0.07 47.14 47.07 100

37

AIR QUALITY PREDICTION NAHERIYA UG EXPN.MINE

PM10 WITHOUT CONTROL MEASURES

38

AIR QUALITY PREDICTION NAHERIYA UG EXPN. MINE

PM10 WITH CONTROL MEASURES

39

1.2.1 AIR POLLUTION CONTROL MEASURES

Naheriya UG was commissioned in 1998, the environmental monitoring data

generation has been started on regular basis as per the Env (Protection) Amendment Rule

published Vide Gazette of dated 25.9.2000. In addition to data generation, following

abatement measures are being and will continue to be operated and maintained in order to

suppress the dust and noxious gases generation during the proposed expansion to the

maximum possible extent.

1.2.1 Drilling Operations

Coal Dust is generated during drilling operations, which is confined to UG

Workings and controlled by spraying as per the provisions of Coal Mines Regulation, 1957

and allied DGMS Technical Circulars.

1.2.2 Blasting Operation

In order to minimize the generation of dust during blasting, the following measures will be

adopted:

(a) Blast holes will be properly placed / spaced / positioned.

(b) Hole placing and blast design are looked into as a fresh case every time, by a

competent Blasting Officer who takes into consideration the actual geo-mining

conditions of the site.

(c) Blasting will be done between shifts or during the rest interval when the minimum

number of persons is present around the blast area.

(d) Adaptation of Controlled Blasting Technique as permitted by DGMS.

1.2.3 Loading & Transport

(a) All existing roads have already been Black topped and will be maintained to prevent

the dust formation due to vehicular movement.

(b) Continuous mobile spraying arrangement have been deployed to ensure dust

suppression.

(c) Avoiding overloading of trucks to prevent the spillage and covering of trucks

carrying coal with tarpaulin to avoid slippage.

(d) Minimizing free fall at all the transfer points, and continuous spraying arrangement.

(e) Regular cleaning of transportation roads..

(f) Adequate green belt will be developed all along the coal transportation road on both

sides.

(g) Fortnightly monitoring at four stations

40

All the above-mentioned control measures will be continued during the entire life of the

project.

1.2.4 Coal Handling Plant

No crushing & grinding arrangements exist at Naheriya UG mine. Coal is transported

through conveyor to the coal stock yard in the surface.

Some dust gets generated in coal bunkers during its operations like transfer and

conveying. Following abatement measures will be adopted during transportation and

handling.

i) Installation of sprinklers in the coal bunkers and along the conveyor belt for

suppression of dust in such a way that air borne dust is suppressed without adding

much water to the coal.

ii) Minimising the height of coal-fall at transfer points (to reduce dust formation) and,

if necessary, installing dust suppression measures.

iii) Enclosure of the belt conveyor to reduce the generation of dust due to blowing

wind.

iv). Create a green belt of trees on both sides of external belt conveyors and around coal

stocks yard to minimize wind erosion.

Noxious gasses are emitted through exhaust fumes during the operation of diesel /

petrol operated equipment. In order to reduce such emission, regular maintenance of the

diesel / petrol operated vehicles will also be carried out so that the emissions from these

vehicles are under control.

Water sprinkling on coal stock/face, blanketing of exposed surface will be carried

out to avoid spontaneous heating and minimize air pollution.

1.2.5 Ambient Air Quality Monitoring

The ambient air quality monitoring will continue to be carried out on regular basis as

per the Env (Protection) Amendment Rule, 2000 so as to ascertain the likely load of various

air pollutants and thereby suitably modifying the various control measures.

1.2.6 Plantation to Check Air Pollution

Plantation has been under taken in the mine area as mitigatives measure against air

pollution, noise pollution and to increase the aesthetic value. About 5000 nos of plantation

was done in Naheriya UG mine and in Bokhai Township, further plantation will be

developed at suitable places along the road sides, unused land etc to arrest as well as

reduce the rate of dispersion of dust generated due to various mining operations viz. coal

transportation, coal loading. Species to be planted (recommended by Forest Department)

in the area are as follow.

41

a) Ornamental trees viz Gulmohar and fruit trees like Mango, Guava, Jamun and medicinal

plant like Neem etc. will be planted in colony area, schools, dispensary, community

buildings, playground etc.

b) Ornamental shady trees will be planted e.g. around colony along roads and around

industrial buildings etc.

c) The fast growing varieties of trees act as sound barriers whereas Ornamental shady trees

e.g. Subabul, Kikar and Karanj will add to the aesthetic look of the area.

1.3.0 WATER QUALITY

Impact Assessment on Water:- Identification of the sources of water pollution

Likely sources of water pollution from this project along with the type of pollutants are as

follows:

(i) Domestic) wastewater Suspended solids and BOD.

(iii) Wastewater from mine Suspended solids of coal, clay and oil;

(iv) Surface run-off passing through coal

stockpiles

Suspended solids;

(v) Storm water from leasehold area and

built-up area

Suspended solids.

Impact assessment

Mining and its related activities may create water quality problems. The impact of mining at

the project on both surface and ground water sources has been assessed and given below:

(a) Surface water sources

• Deterioration of water quality and pollution of water bodies due to discharge of mine

effluent, if not treated.

• The mine water discharge quality of operating UG project is being monitored regularly

as per Env. (Protection) Amendment Rule, 2000. The analysis of mine effluent from

since March 2014 to September 2015 has been discussed in subsequent paragraphs.

The result indicates that mine pumped out water does not contain any pollution load.

• As such, during the proposed expansion of production in the subject mine the effluent

quality is expected to remain the same because of same hydro geological set up.

• However, due care will be taken to treat the mine water discharge by sedimentation

for the proposed expansion project. As such, possibility of adverse impact on natural

watercourses after mixing is very remote.

As per the condition stipulated in the EC Letter, the quality of mine pumped out

water is being monitored every fortnight as per Environmental Protection

42

(Amendment) Rule, 2000. All the quality parameters are monitored once in year. The

results are placed below:-

Water Quality Monitoring locations :

S.No. Location Details Location Code

1. Mine water discharge - PNUW-1

EFFLUENT WATER QUALITY REPORT NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. : SEP.

NAME OF THE PROJECT : NAHERIA UG 1. Name of the Location : Mine water discharge - PNUW-1

Month Date of Sample Analysis Results collection pH COD (mg/l) TSS (mg/l) O & G (mg/l)

Below Detection Limit 0.2 4.0 10.0 2.0 JULY.2015 08.07.15 3.93 24 20 <2 JULY.2015 30.07.15 6.07 40 90 <2 AUG.2015 11.08.15 5.33 40 44 <2 AUG.2015 26.08.15 5.43 132 86 <2 SEP.2015 11.09.15 6.44 184 78 <2 SEP.2015 30.09.15 3.18 28 32 <2 TLV as per Env.(Protection)

Amendment rule 2000 5.5 - 9.0 250 100 10

DRINKING WATER QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. : SEP. NAME OF THE PROJECT : NAHERIA UG Sampling Date : 29.07.15 NAME OF LOCATION : DRINKING WATER FROM GUEST HOUSE

Sl. No Parameters

Test Method Analysis Result

Standard ( IS : 10500 : 2012 )

Desirable limit PLV in the absence of alternate source

1 Colour ( Hz ) APHA, 22nd Edition Platinum Cobalt 1 5 15

2 Odour IS 3025 /05:1983, Physical, Qualitative Unobjectionable Unobjectionable Unobjectionable

3 Turbidity (NTU) IS-3025/10:1984 Nephelometric 3 1 5

4 pH Value IS-3025/11:1983 Electrometric 8.19 6.5 to 8.5 No relaxation

5 Total Hardness as CaCO3 -mg/l IS-3025/21:1983 EDTA 116 200 600

6 Iron (as Fe) -mg/l IS-3025/53:2003 AAS-Flame <0.06 0.3 No relaxation

7 Chlorides (as Cl)- mg/l IS-3025/32:1988, Argentometric 86 250 1000

43

Sl. No Parameters


Standard ( IS : 10500 : 2012 )


8 Residual Chlorine -mg/l (min.) APHA, 22nd Edition DPD <0.02 0.2 1

9 Fluoride (as F)- mg/l APHA, 22nd Edition SPADNS 0.61 1.0 1.5

10 TDS -mg/l IS-3025/16:1984 Gravimetric 470 500 2000

11 Calcium (as Ca) -mg/l IS-3025/40:1991 EDTA 50 75 200

12 Magnesium (as Mg) -mg/l* IS-3025/40:1991 EDTA 7 30 100

13 Copper as(Cu) -mg/l IS-3025/42:1992 AAS-Flame <0.03 0.05 1.5

14 Manganese as (Mn)- mg/l APHA, 22nd Edition AAS-Flame <0.02 0.1 0.3

15 Sulphate (as SO4) -mg/l APHA, 22nd Edition Turbidity 86 200 400

16 Nitrates (as NO3) - mg/l IS-3025/34:1988 Nesseler’s 8 45 No relaxation

17 Cadmium as (Cd)- mg/l APHA, 22nd Edition AAS-GTA <0.0005 0.003 No relaxation

18 Lead as (Pb) -mg/l APHA, 22nd Edition AAS-GTA <0.005 0.01 No relaxation

19 Selenium (Se) –mg/l* APHA, 22nd Edition AAS-VGA <0.005 0.01 No relaxation

20 Arsenic (Ar)-mg/l* APHA, 22nd Edition AAS-VGA <0.005 0.05 No relaxation

21 Zinc as (Zn) -mg/l IS-3025/49:1994 AAS-Flame 0.132 5 15

22 Total Chromium -mg/l

IS 3025 (Part 52) : 2003 AAS-Flame

0.04 0.05 No relaxation

23 Boron as (B) -mg/l APHA, 22nd Edition Carmine <0.2 0.5 1.0

24 Alkalinity -mg/l IS-3025/23:1986, Titration 50 200 600

25 Nickel-mg/l IS 3025 (Part 54) : 2003, AAS-Flame Method

0.02 0.02 No relaxation

26 Aluminum (Al)-mg/l* APHA, 22nd Edition AAS-VGA <0.03 0.1 0.2

EFFLUENT WATER QUALITY REPORT

NAME OF THE COMPANY : WCL YEAR : 2015

NAME OF THE AREA : PENCH Q.E. : JUNE.

NAME OF THE PROJECT : NAHERIA UG 1. Name of the Location : Mine water discharge - PNUW-1


Below Detection Limit 0.2 4.0 10.0 2.0

APRIL.2015 08.04.15 4.04 24 42 <2 APRIL.2015 25.04.15 6.04 40 34 <2 MAY.2015 11.05.15 2.73 16 72 <2 MAY.2015 28.05.15 2.93 20 66 <2 JUNE.2015 12.06.15 2.61 20 70 <2 JUNE.2015 24.06.15 2.84 20 36 <2

TLV as per Env.(Protection) Amendment rule 2000 5.5 - 9.0 250 100 10

44

DRINKING WATER QUALITY MONITORING DATA

NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. : JUNE. NAME OF THE PROJECT : NAHERIA UG Sampling Date : 11.05.15 NAME OF LOCATION : DRINKING WATER FROM GUEST HOUSE

Sl. No Parameters


Standard ( IS : 10500 : 2012 )









8 Residual Chlorine -mg/l (min.) APHA, 22nd Edition DPD 0.07 0.2 1



11 Calcium (as Ca) -mg/l IS-3025/40:1991 EDTA 25.6 75 200

12 Magnesium (as Mg) -mg/l* IS-3025/40:1991 EDTA 9 30 100









21 Zinc as (Zn) -mg/l IS-3025/49:1994 AAS-Flame <0.01 5 15



<0.01 0.05 No relaxation



45

Sl. No Parameters


Standard ( IS : 10500 : 2012 )


25 Nickel-mg/l IS 3025 (Part 54) : 2003, AAS-Flame Method



(BDL- Below Detection Limit)

EFFLUENT WATER QUALITY MONITORING DATA

NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. : MAR. NAME OF THE PROJECT : NEHARIYA UG

Name of the Location : Mine water discharge - PNUW-1

Month Date of Sample Analysis Results collection pH TSS (mg/l) COD (mg/l) O & G (mg/l)

JAN.2014 10.01.14 6.29 58 <40 <2 JAN.2014 22.01.14 8.02 30 <40 <2

FEB.2014 12.02.14 6.57 30 <40 <2 FEB.2014 26.02.14 5.02 40 <40 <2

MAR.2014 11.03.14 7.56 76 96 <2 MAR.2014 26.03.14 3.36 54 <40 <2

TLV as per Env.(Protection)

Amendment rule 2000 5.5 - 9.0 100 250 10

46

DRINKING WATER QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. : MAR. NAME OF THE PROJECT : NEHARIYA UG Sampling Date : 12.01.15 NAME OF LOCATION : DRINKING WATER FROM GUEST HOUSE

Sl. No Parameters


Standard ( IS : 10500 : 2012 )









8 Residual Chlorine -mg/l (min.) APHA, 22nd Edition DPD <0.02 0.2 1



11 Calcium (as Ca) -mg/l IS-3025/40:1991 EDTA 32 75 200

12 Magnesium (as Mg) -mg/l* IS-3025/40:1991 EDTA 35.96 30 100



15 Sulphate (as SO4) -mg/l APHA, 22nd Edition Turbidity 4.75 200 400

16 Nitrates (as NO3) - mg/l IS-3025/34:1988 Nesseler’s 7.48 45 No relaxation











25 Nickel-mg/l IS 3025 (Part 54) : 2003,

AAS-Flame Method <0.02 0.02 No relaxation


47

EFFLUENT WATER QUALITY REPORT NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : PENCH Q.E. : DEC

NAME OF THE PROJECT : NEHARIYA UG 1. Name of the Location : Mine water discharge - PNUW-1


OCT.2014 30.10.14 5.88 <40 <25 <2 NOV.2014 13.11.14 5.54 <40 <25 <2 NOV.2014 25.11.14 5.69 <40 64 <2 DEC.2014 09.12.14 6.69 <40 <25 <2 DEC.2014 24.12.14 6.01 <40 <25 <2 TLV as per Env.(Protection)

Amendment rule 2000 5.5 - 9.0 250 100 10

EFFLUENT WATER QUALITY MONITORING DATA

NAME OF THE COMPANY : WCL YEAR 2014 NAME OF THE AREA : PENCH Q.E. DEC. NAME OF THE PROJECT : . NEHARIYA UG Sampling Date 13.10.14 Name of the Location : Mine Water Discharge

Sl. No Parameters

Test Method Below Detection

Limit

Standard for discharge

Part A, Schedule VI

Analysis Result Remarks

1 pH Value IS-3025/11:1983 Electrometric 0.2 5.5 to 9.0 4.49

2 Temperature (0C) IS 3025 (Part 9) : 1984, Thermometric 0.5 Te < Ts + 5OC 25OC

3 Colour ( Hz ) APHA, 22nd Edition Platinum Cobalt 1 * 2

4 Odour IS 3025 /05:1983, Physical, Qualitative -- Unobjectionable Unobjectionable

5 TSS –mg/l IS-3025/17:1984 Gravimetric 10 100 42

6 Oil & Grease –mg/l IS-3025/39:1991 Partition Gravimetric 2 10 <2

7 C.O.D. – mg/l APHA, 22nd Edition Closed Reflux 4 250 <40

8 B.O.D. (3 days at 270C)-mg/l IS 3025 (Part 44) : 1993 2 30 2

9 Residual Chlorine -mg/l APHA, 22nd Edition DPD 0.02 1 <0.02

10 Ammonical Nitrogen-mg/l IS 3025 (Part 34) : 1988 0.02 50 0.05

11 Total Kjeldahl Nitrogen-mg/l APHA, 22nd Edition Kjeldahl 1 100 <1

12 Dissolved Phosphate –mg/l APHA, 22nd Edition Molybdovanadate 0.3 5 <0.3

13 Arsenic -mg/l* APHA, 22nd Edition AAS-VGA 0.005 0.2 <0.005

14 Lead -mg/l APHA, 22nd Edition AAS-GTA 0.005 0.1 <0.005

48

Sl. No Parameters

Test Method Below Detection

Limit

Standard for discharge

Part A, Schedule VI

Analysis Result Remarks

15 Hexavalent Chromium -mg/l

APHA, 22nd Edition 1,5-Diphenylcarbohydrazide

0.01 0.1 <0.01



0.06 2 <0.06

17 Copper -mg/l IS-3025/42:1992 AAS-Flame 0.03 3 <0.03

18 Zinc -mg/l IS-3025/49:1994 AAS-Flame 0.01 5 0.011

19 Selenium –mg/l* APHA, 22nd Edition AAS-VGA 0.005 0.05 <0.005

20 Nickel -mg/l IS 3025 (Part 54) : 2003, AAS-Flame Method 0.1 3 <0.1

21 Cadmium - mg/l APHA, 22nd Edition AAS-GTA 0.0005 2 <0.0005

22 Fluoride - mg/l APHA, 22nd Edition SPADNS 0.02 2 1.90

23 Sulphide – mg/l APHA, 22nd Edition Methylene blue 0.005 2 <0.005

24 Iron -mg/l IS-3025/53:2003 AAS-Flame 0.06 3 <0.06

25 Manganese - mg/l IS-3025/59:2006 AAS-Flame 0.02 2 2.25

26 Nitrate Nitrogen - mg/l APHA, 22nd Edition UV-Spectrophotometric 0.5 10 6.0

EFFLUENT WATER QUALITY REPORT NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : PENCH Q.E. : SEP

NAME OF THE PROJECT : NEHARIYA UG 1. Name of the Location : Mine water discharge - PNUW-1


JULY.2014 10.07.14 6.92 <40 40 <2 JULY.2014 22.07.14 7.35 <40 40 <2 AUG.2014 09.08.14 3.57 <40 40 <2 AUG.2014 25.08.14 5.86 <40 20 <2 SEP.2014 10.09.14 8.70 64 46 <2 SEP.2014 24.09.14 3.98 <40 12 <2 TLV as per Env.(Protection)

Amendment rule 2000 5.5 - 9.0 250 100 10

49

EFFLUENT WATER QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : PENCH Q.E. : JUN. NAME OF THE PROJECT : NEHARIYA UG



APRIL.2014 04.04.14 3.23 46 <40 <2 APRIL.2014 24.04.14 5.28 30 <40 <2

MAY.2014 10.05.14 7.78 54 64 <2 MAY.2014 30.05.14 7.72 36 <40 <2

<2 JUNE.2014 12.06.14 7.97 42 <40 <2 JUNE.2014 26.06.14 6.00 58 <40 <2

TLV as per Env.(Protection)

Amendment rule 2000 5.5 - 9.0 100 250 10

DRINKING WATER QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : Pench Q.E. : Jun. NAME OF THE PROJECT : Naheria UG Sampling Date : 30.05.14

Sl. No Parameters


Guest House

Standard ( IS : 10500 : 2012 )

Desirable limit PLV in the absence of

alternate source

1 Colour ( Hz ) APHA, 22nd Edition Platinum Cobalt < 5 5 15





6 Total Hardness as CaCO3 -mg/l

IS-3025/21:1983 EDTA 152 200 600



9 Residual Chlorine -mg/l (min.)

APHA, 22nd Edition DPD 0.03 0.2 1


50

Sl. No Parameters


Guest House

Standard ( IS : 10500 : 2012 )

Desirable limit PLV in the absence of

alternate source

11 Calcium (as Ca) -mg/l IS-3025/40:1991 EDTA 25.6 75 200









20 HexvalentChromium -mg/l*

IS 3025 (Part 52) : 2003

AAS-Flame <0.01 0.05 No relaxation


22 Conductivity Conductivity meter 668 - -

23 Magnesium (as Mg) -mg/l*

IS-3025/40:1991 EDTA 21.47 30 100

24 Nickel-mg/l* IS 3025 (Part 54) : 2003, AAS-Flame method


EFFLUENT WATER QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : PENCH Q.E. : MAR. NAME OF THE PROJECT : NEHARIYA UG



JAN.2014 10.01.14 6.29 58 <40 <2 JAN.2014 22.01.14 8.02 30 <40 <2

FEB.2014 12.02.14 6.57 30 <40 <2

FEB.2014 26.02.14 5.02 40 <40 <2

MAR.2014 11.03.14 7.56 76 96 <2 MAR.2014 26.03.14 3.36 54 <40 <2

TLV as per Env.(Protection) Amendment rule 2000 5.5 - 9.0 100 250 10

51

DRINKING WATER QUALITY MONITORING DATA NAME OF THE COMPANY : WCL YEAR : 2014 NAME OF THE AREA : Pench Q.E. : MAR. NAME OF THE PROJECT : Neheria UG DATE 12.03.14

Name of the Location : Drinking water from Guest House

Sl. No Test Parameters

Standard ( IS : 10500 : 2012 )

Analysis Result

Desirable limit Permissible limit in the absence of alternate source

1 Colour, Hazen unit, Max 2 5 15

2 Odour Unobjectionable Unobjectionable Unobjectionable

3 Turbidity, NTU, Max 2 1 5

4 pH value 7.89 6.5 to 8.5 No relaxation

5 Alkalinity, mg/l, Max 148 200 600

6 Total Hardness (caco3), mg/l, Max 252 200 600

7 Iron, mg/l, Max <0.06 0.3 No relaxation

8 Chlorides, mg/l, Max 18 250 1000

9 Residual Free chlorine, min. 0.03 0.2 1

10 Total Dissolved Solids, mg/l, Max 360 500 2000

11 Calcium, mg/l, Max 75.2 75 200

12 Copper, mg/l, Max <0.03 500 2000

13 Manganese, mg/l, Max <0.02 75 200

14 Sulphate, mg/l, Max 36 500 2000

15 Nitrate, mg/l, Max 13 75 200

16 Fluoride, mg/l, Max 0.68 1.0 1.5

17 Cadmium, mg/l, Max <0.0005 0.003 No relaxation

18 Selenium, mg/l, Max <0.005 0.01 No relaxation

19 Arsenic, mg/l, Max <0.005 0.01 0.05

20 Lead, mg/l, Max <0.005 0.01 No relaxation

21 Zinc, mg/l, Max 0.029 5 15

22 Hexavalent Chromium, mg/l, Max, <0.01 0.05 No relaxation

23 Boron, mg/l, Max <0.02 0.03 0.2

24 Aluminium, mg/l, Max BDL 0.003 No relaxation

25 Conductivity (µS/cm) 555 - -

26 Magnesium, mg/l, Max

11.55 75 200

52

In the proposed Naheriya UG expansion, similar quality of mine effluent can be

expected because of same hydro geological set up.

However, due care will be taken to treat the mine water discharge by sedimentation

for the proposed expansion project and moreover water will be mostly recycled in the mine

for dust suppression. As such, possibility of adverse impact on natural watercourses after

mixing is very remote.

Based on the data collected at similar coal mine, it can be concluded that the impact

due to proposed expansion in mining operation, the adverse impacts on water both surface

as well as ground water will be insignificant.

1.3.1 WATER POLLUTION CONTROL MEASURES

i) Domestic Effluent

Sewage disposal arrangement for quarters of this project has been made. At present

there are 418 Quarters in Bhokai Township, all quarters are provided with individual septic

tank and conventional soak pit arrangement. Before construction of 78 Quarters possibility

of construction of STP will be explored and appropriate decisions will be taken.

ii) Mine Water

In Naheriya 2 No's of surface sedimentation tanks with dimensions

(Tank 1- 15.6 x 11 x 2.5 m, Tank 2 -20 x 10 x 2 m with total capacity of 439 KL) are in

operation. Most of the suspended particles are settled in the sump and the supernatant

water is pumped out. The quality of mine pumped out water is regularly monitored and

from the analysis reports detailed out in previous pages it can be seen that all parameters

are well within the permissible limits. This water is passed through surface settling

channels. The water flowing from it is used in mine mostly and occasionally treated water is

discharged onto agricultural / local nallahs on villagers demand.

1.3.2 HYDROGEOLOGICAL SET- UP:

1.3.2.1 AQUIFIER

The core zone is occupied by Deccan trap. This formation is underlained by Motur

& Barakars in sequence. Weathered and fracture zone of basalt act as shallow aquifer. The

sandstone horizons serve as aquifers and shale/clay acts as aquicludes in Gondwanas

formations while in buffer zone, the sand in soil/weathered rock and the secondary

porosity in Basalts, act as aquifers. The various hydrogeological units developed in the study

area are in the following Table.

53

Type of aquifers in the study area

Sl. No. Type of aquifer

Depth

range

(m)

Core zone Buffer zone

1. Unconfined 0 - 25 Weathered Basalt

Soil and Weathered Basalts

and Metamorphics

2.

Semiconfined/

Confined

Beyond

25

Massive & fracture

Basalt, Sandstone

horizon in Barakars,

Sandstone with

primary & secondary

porosity

Barakar sandstone Basalts

and Metamorphics

The buffer zone is mostly covered by consolidated formations viz. Basalts, Metamorphics

which possess poor/negligible primary porosity and low infiltration factor. Thus, the

groundwater potential is generally moderate to poor in the buffer zone area.

1.3.3 GROUND WATER LEVEL

To collect the representative groundwater levels in the study area, CMPDI,RI-IV has

established a monitoring network with 25 dug wells (hydrograph stations) spread over the

buffer zone (10 km radius from the Nehariya UG). Water level monitoring in these

hydrograph stations has been done as per MoEF guidelines (four times in a year) during the

period June’08 and Nov’15.

The average water levels measured from the area in and around Nehariya U/G mine area

are given below.

Pre monsoon period Core Zone 2.80 m to 6.60 m

Buffer zone 2.00 m to 12.35 m

Post monsoon Core Zone 1.65 m to 6.43 m

Buffer zone 0.70 m to 9.30 m

Water Level and Fluctuation in the Study Area

Period Core zone Period Buffer zone

Max Min Average Max Min Average

2008 5.85 1.30 3.58 2008 7.30 1.55 2.96

2009 3.60 2.30 2.95 2009 2.80 0.10 1.33

2010 5.45 1.85 2010 9.45 0.85 2.75 2011 3.85 1.40 2.63 2011 6.50 0.15 3.46

2012 6.08 2.05 4.55 2012 10.00 1.10 3.63

2013 9.45 0.85 5.34 2013 9.45 1.25 4.93 2014 6.20 0.65 3.98 2014 7.15 0.30 3.15

2015 4.30 1.60 2.95 2015 6.75 0.30 3.50

54

1.3.4 WATER LEVEL TREND

Hydrographs of two permanent observation wells fixed by CMPDI, Regional Institute-IV are

presented in Fig.1& 2 to assess the water level trends from May’06 to Nov’15. Well No (P-

66) situated in the buffer zone (at Tumri Road) shows an increasing water level trend in

both Pre-monsoon as well as Post-Mon season which is shown in Figure -1.

Fig.1

A rising trend in post -monsoon water levels has been also observed at the station Urdhan

(P-60) situated in core zone of Nehariya U/G mine which also indicates that there is

marginal impact on ground water level as shown in Figure-2.

Fig. 2

55

1.3.4.1 GENERAL AQUIFER PARAMETER

No detailed hydrogeological investigations were carried out at Nehariya UG mine. The

observation well drilled by the Central Ground Water Board in Chhindwara district for

Gondwana sandstone aquifer have been considered for this project. The projected

hydraulic parameters of the aquifers in Barakar formation are as follows in table

Aquifer Parameters Of Nehariya Ug Mine

Aquifer Parameters Unit Project for Nehariya

Transmissivity m2/day 20 to 50

Hydraulic conductivity m/day 0.3 to 0.7

Storage coefficient - 3.0 x 10-2 to 5 x 10-4

Specific yield - 0.03 to 0.05 (Assigned)

1.4 GROUND WATER RESOURCES IN THE AREA

1.4.1 GROUND WATER RECHARGE

Rainfall is the main recharge source for groundwater. The study area receives an average

annual rainfall of 1350 mm. Groundwater is also being recharged from other sources such

as return flow from irrigation etc. The replenishable groundwater recharge has been

computed by rainfall-infiltration method of different formations in the area. An area of 10

km radius from the periphery of Nehariya UG is considered as buffer zone. Out of the total

area of 314 sq. km of buffer zone, 99.38 % of the area i.e. about 312.055 sq. km is covered

by Basalt, 0.245 sq. km is covered by Bijori Formation and the remaining 1.7 sq. km is

covered by Metamorphics. The rainfall-infiltration factor for all these 3 formations i.e.

Basalt, Bijori and Metamorphic has been considered to be 8% (GEC report-1997). The

groundwater balance computation for this study area of 314 sq. km has been done as per

GEC -1997 norms and is furnished below:

Recharge in Buffer Zone by Rainfall Infiltration Method

Description of items Quantity

1. Area Bijori – 0.245 sq. km

Basalt- 312.055 sq.km

Metamorphic- 1.7 sq.km

2. Normal Rainfall during

a. Monsoon season in mm (June to Oct)

b. Non-monsoon season in mm (Nov to

May)

c. Non-monsoon season rainfall as a

percentage of normal annual rainfall

(Yes if > 10%, No if < 10%)

1350 mm

Negligible

No, it is <10%. Therefore Recharge during

56

non-monsoon is not considered.

3. Rainfall infiltration factor Bijori – 8%

Basalt – 8 %

Metamorphics- 8%

4. Rainfall recharge in Buffer zone by rainfall

infiltration factor method

a. Monsoon season (MCM)

[ (1) * (2a) * (3) ]

i) Bijori – 0.026 [0.245*1.35*0.08]

ii) Basalt – 33.70 [312.055*1.35*0.08]

iii)Metamorphics- 0.183 [1.7*1.35*0.08]

Gross Rainfall Recharge 33.909 MCM

Recharge in Buffer Zone by Water Level Fluctuation Method


1. Area Bijori – 0.245 sq. km

Metamorphic- 1.7 sq.km

Basalt- 312.055 sq.km

2. Water table Fluctuation Bijori- 3.4

Metamorphics- 3.45

Basalt- 3.5

3. Specific Yield Bijori- 0.02

Metamorphic- 0.012

Basalt- 0.02

4. Change in groundwater

storage

[ (1) * (2) * (3) ]

Bijori–0.016 MCM

Metamorphic-0.070 MCM Basalt- 21.84 MCM

5. Gross Rainfall Recharge 21.93 MCM

As recommended in GEC Report 1997, the rainfall recharge during monsoon season is

estimated after comparing results from by calibrating results from Water table Fluctuation

Method and Rainfall Infiltration Factor Method, given in Table below:

Calibration of Ground Water Recharge in Buffer Zone


1. Rainfall Recharge during monsoon season in Buffer Zone

a. By Water Table Fluctuation Method

b. By Rainfall Infiltration Factor Method

21.93 MCM

33.909 MCM

2. Difference between (1a) and (1b) expressed as a percentage of (1b), ‘PD’

{(1a) – (1b)}

[ ------------------ * 100 ]

(1b)

-35.32 %

3. Rainfall Recharge in the Buffer Zone during monsoon season after

57

considering the ‘PD’

[ = (1a) if ‘PD’ is between -20 and +20%

= 0.8 * (1b) if ‘PD’ is less than -20% = 0.8 * 33.67=26.93

= 1.20 * (1b) if ‘PD’ is greater than +20% ]

27.13 MCM

1.4.2 NET GROUNDWATER AVAILABILITY

The Net annual ground water availability of 27.37 million cubic meters have been estimated

for the study area (buffer zone), given in Table

Net Groundwater Availability in Buffer Zone


1. Rainfall Recharge in Buffer Zone

a. During Monsoon season

b. During Non-monsoon season (10% of 1a)

c. Annual [ (1a) + (1b) ]

27.13 MCM

2.71 MCM

29.84 MCM

2. Recharge from ‘Other Sources’

Return flow from Irrigation [ 20 % of Irrigation Draft ]

Return flow from Excess mine water [ 20% as a seepage

factor ]

Total

0.41 MCM

0.16 MCM

0.57 MCM

3. Total Annual Groundwater Recharge

[ (1c) + (2) ]

30.41 MCM

4. Unaccounted annual natural discharge

a. [ 0.05 * (3) ] if rainfall recharge during monsoon

season computed by ‘Water table Fluctuation

Method’

b. [ 0.10 * (3) ] if rainfall recharge during monsoon

season computed by ‘Rainfall Infiltration factor

Method’

30.41*0.10=3.04 MCM

5. Net Annual Groundwater Availability in Buffer Zone

[ (3) – (4) ]

27.37 MCM

1.4.3 GROUND WATER DRAFT

The groundwater withdrawal is generally for irrigation, domestic and industrial requirement

and is quantified as under.

The irrigation draft (40000 l/Ha/day) of the buffer zone of this block of 426.88 Ha has been

considered for ground water irrigation (120 days) and was estimated as 2.04 million cubic

meters. Gross Groundwater Draft for ‘All Uses’ is furnished in Table given below-

58

Gross Groundwater Draft for ‘All Uses’

Sl No. Purpose No./Area Water consumption

per capita

Total qty. of

withdrawal (MCM)

1.

a) Domestic

(Human Population)

for 365 days

b) Domestic

(Animals) )(20% of

human population)

for 365 days

77080 Nos.

20000 Nos.

70 lit/day

20 lit/day

[77080*70*365]=

1.97

[20000 *20*365]=

0.15

2.

Irrigation (for 120

days)

426.88 ha.

40000 lit/ha/day

2.04

3.

Mine pumping 3 nos 0.78

Total : 4.94

1.4.4 GROUND WATER BALANCE

i) Gross groundwater recharge : 30.41 MCM

ii) Natural discharge to drains & other

losses (Approx.10% of item (i)) : 3.04 MCM

iii) Net annual groundwater availability : 27.37 MCM

iv) Annual groundwater draft for all uses : 4.94 MCM

v) Groundwater balance (Item iii-iv) : 22.43 MCM

Ground water balance flow diagram is shown below.

59

GROUND WATER BALANCE OF NAHERIYA UG EXPN. MINE BUFFER ZONE (All values in MCM)

QUANTITY OF WATER FALLING OVER THE AREA OF 314 sq.km. FROM RAINFALL

OF 1.15 m

Actual Evapotranspiration

Surface run-off

RAINFALL RECHARGE 21.67

RECHARGE FROM OTHER SOURCES 0.43

Infiltration

GROSS RECHARGE 22.10

Metamorphics & Basalts 6%

NET ANNUAL GROUND WATER AVAILABILITY- 19.89

90 % NATURAL DISCHARGE AND THERS LOSSES 2.21

PRESENT DOMESTIC-1.51

INDUSTRIAL NIL

IRRIGATION 1.72

EXISTING MINE PUMPING -0.20

TOTAL DRAFT 4.18

GROUND WATER BALANCE / AVAILABILITY 15.71

10 %

Addition Subtraction

361.10

60

1.4.5 STAGE OF GROUND WATER DEVELOPMENT

Description of items Buffer Zone

1. Stage of Groundwater Development

a. Net Groundwater Availability

b. Annual Gross Groundwater Draft

c. Annual Groundwater Balance

d. Stage of Groundwater Development

[ {(1b) / (1a)} * 100 ]

27.37 MCM

4.94 MCM

22.43 MCM

18.04 %

The present stage of ground water development in and around the project is about 18.04 %

which can be categorized as "Safe" zone with less than 70% value.

1.4.6 GROUND WATER QUALITY

The groundwater quality in the area is being monitored regularly (once in a year) by CMPDI,

an ISO-9001 company and the results indicate the groundwater quality in the area is potable

and does not contain any toxic elements. Generally, the water quality is slightly alkaline in

nature with pH value of 7.01 to 7.41 of potable quality with low to medium concentration of

total dissolved solids (TDS) i.e. 240 mg/l to1120 mg/l which is under permissible limit for

drinking as per BIS 10500:2012. Normally, the coal mining activity does not induce any

unwanted chemical or elements into the groundwater affecting the water chemistry except

for total suspended solids (TSS); hence no serious pollutant is observed in the mine

discharged water.

The mine water will be discharged onto surface after passing through the sumps and

sedimentation tanks. Hence, no quality degradation of mine water is anticipated.

1.4.7 MINE DRAINAGE / PUMPING

The mining area is mainly covered by Moturs and Barakar below the Basalts. The semi-

consolidated Gondwana are mostly stratified formations underlying the basalts. The permeable

beds (Sandstone horizons) of Barakars act as individual hydrogeological units and develop multi-

aquifer system. As such under these circumstances, the groundwater flow / velocity along the

bedding planes is higher than across the plane. It is imperative that horizontal hydraulic

conductivity is many folds higher than the vertical hydraulic conductivity.

The roof conditions vary from moderately cemented sandstones to thin shale or sandy

shale and clay materials, Weak strata in the immediate roof sages into the opening with fracturing

61

and bed separation whereas a strong roof holds the strata in place. When sagging in the formation

occurs, the water from the overlying zones flows into the underlying voids at rates defined by the

fracture size and water bearing properties of the rock formation. The in-flow is generally high if

cracks propagate into shallow formation, while it is marginal when cracks are confined

In Naheriya U/G, the formations overlying the working Seam are mainly composed of shale,

variegated clay and thus are having very low permeability.

Based on the Darcy’s law (i.e. Q= KIA), the groundwater inflow from different mine galleries were

predicted.

Mine inflow Prediction (Nehariya U/G):

S No. Roof Area

(Seepage Area) (m2)

(A)

Permeability

m/d

(K)

Hydraulic gradient

(I)

Mine inflow

(m3/day)

(Q)

1. 2752000 0.01 1.5x10-2 412.80

The groundwater inflow computation has been done by utilizing the above

mentioned aquifer and mine parameters. The groundwater inflow to the mine has

been estimated to be around 412.80 m3/day.

1.4.8 RADIUS OF MINE INFLUENCE AREA

The mining area of Nehariya U/G is generally covered by thick Basalts followed by

thick Motur formation. Coal is encountered in Barakar Formation which lies below Motur

Formation. Motur Formation generally consisting of variegated clay and fine grained

sansdstone have high porosity but very less conductivity. Hence because of this, it act as

very poor groundwater potential aquifer. In most of the cases, water seepage takes place

from the roof of the galleries and its influence terminates at the boundary between Moturs

and Barakars. It has been observed that in Pench, Kanhan and Pathakhera coalfields that

fractures does not propagate to the surface and ground water seepage occurs only where a

sustainable water bearing zone is hydraulically connected to the immediate roof of the

Underground mine. There is no lateral ground water movement within the coal seam and

the small openings in the roof have only localized impact. Thus, as long as the vertical

permeability of the overburden remains low, as long as the main roof is not fractured

significant drainage and cone of depression will be limited to immediate aquifer above the

working coal seam only. In the above unconfined aquifers, separated from the mine by

unaffected Motur Formation, effects of mining are diffused.

62

1.5 IMPACT OF MINING ON WATER REGIME

The mining activity creates dis-equilibrium in environmental scenario of the area and

disturbs the groundwater conditions/regime in particular. The impact on water regime due

to mining activity can be broadly classified as under:

i) Impact on topography & soil

ii) Impact on surface water and quality

iii) Impact on groundwater & quality

A brief description/out-line on these aspects is given below:

1.5.1 IMPACT ON TOPOGRAPHY AND SOIL

In general, a local change in ground topography occurs due to open cast mining

operations such as open pit, embankments, dumps of overburden and coal. But as Nehariya

U/G is an underground mine, no such major topographical changes will takes place except

some minor changes restricted to site of mine opening. As a result, there would be no or

marginal change in the drainage and surface run-off. The external dumping will be very less

as compared to dumping associated with open cast mining. Hence there will be pretty less

silting on soils and local drains thereby marginal change in drainage of the area. Further the

fine dust particles of coal arising due to coal transportation may adversely affect the

porosity of soils.

Within the core zone area, underground workings may lead to development of

cracks and loosening of soil and thereby changing physical and textural properties of

soil/formations. This mine-induced process increases the rate of infiltration and recharge.

It may be appropriate to high light the fact that temporary groundwater loss/deficit

created during active mining stage would be compensated by these different means in the

post mining stage so that the initial groundwater levels are regained to normalcy at the

earliest for the utility of the area.

1.5.2 IMPACT ON SURFACE WATER AND ITS QUALITY

As mentioned earlier, there would be minor change in the ground topography and

infiltration capacity/rate of soil/formation due to mining operations resulting in some local

change in drainage pattern and surface run-off in core zone. It is established that high

infiltration zone would serve as good media for high groundwater recharge and reduces the

surface run-off considerably in the core zone. In view of this, the mine has to handle more

water in the monsoon besides the additional contribution from the surface run-off from the

catchment area. As such the surface run-off contribution to the natural drains from the

mining area would be reduced / minimum thereby some minor change is expected in

hydrologic regime of the river system.

63

1.5.3 IMPACT ON GROUND WATER AND ITS QUALITY

Mining is associated with groundwater problems, particularly when it is below water

table. The impact of mining on groundwater is dependent mainly on mine and aquifer

parameters, groundwater recharge-discharge process etc. In the underground mining, the

unconfined aquifer gets little affected whereas the semi-confined aquifers are more

affected due to continuous gravity drainage from the aquifer just above coal seam. As such,

during the caving basically the water level is to be depressed / depleted above the working

seam depth in which case large scale mine water pumping will be done. Consequently the

mine dewatering would drain out some area around the mine with decline in groundwater

levels of aquifer just above coal seam. However, these mine induced effects are temporary

and likely to be recovered after some time of mine closure.

Groundwater inflow and mine influence area have been estimated and the

groundwater monitoring would be undertaken as corrective measure to avoid adverse

effects. The mine discharge after passing through sedimentation pond / tank would be

discharged onto land/natural drains with earthen check dam at suitable locations so that the

groundwater gets additional recharge by the return flow. The artificial recharge by water

conservation structures in mine influence area proper may not be a viable solution because

of the reason that recharged water would drain to the mine at a faster rate due to the steep

hydraulic gradients resulted in during mining activity. As mentioned earlier the mine impact

may be for temporary period during mine life and the area would regain the

normalcy/benefits in many ways by appropriate reclamation measures during post-mining

period. However, the water shortage in the mine influence area would be supplemented

from the treated mine water discharge for both domestic & irrigation use of affected

villages if any. Hydrogeological regime may change in case of induced blasting of Basalt

formation for caving purposes. In this case detail Hydrogeological study is required as this

will be the first mine to be caved by blasting.

AUGMENTATION OF GROUNDWATER RECHARGE POTENTIAL

As a part of environmental protection, the project has been adopting all possible

measures to increase the ground water recharge potential in the influenced and nearby

areas.

1.6 AFFORESTATION AND PLANTATION

To improve the environment and greenery in the area, WCL has taken up

plantation on a larger scale in the coal mining area. Physical reclamation is the first stage

of reclamation in which geometrical shapes of the dumps are made suitable for biological

reclamation and make it stable and safe. Biological reclamation involves growing of

grasses and trees that can check the soil erosion from the dump. The improvement in

vegetation cover has a direct bearing on augmentation of ground water recharge.

64

1.7 RAIN WATER HARVESTING AND ARTIFICIAL RECHARGE

Coal mining is the major industrial activity in the area. Ground water pumping is an

integral part of coal mining. Besides this, groundwater utilization is mainly for domestic and

irrigation use in the study area.

To minimize the impact of mining on ground water system, the project/mine

authority has been adopting all possible measure to increase the ground water recharge

potential.

The stage of ground water development in the buffer zone (10 km from the

periphery of the core zone) of Nehariya U/G comes to about 18.04%.

However, artificial recharge may be done for more use of ground water for irrigation

augmentation in the study area when the source of water is easily available for recharging.

The artificial recharge by water conservation structures in the outside mine influence

areas will check water level lowering. But within the mine influence area it may not be a

viable solution because of the reason that recharged water would drain into the mine at a

faster rate due to the steep hydraulic gradients resulted in the mining activity.

However, additional artificial recharge will be taken up for improving the quality of

ground water.

The impact on ground water level is being minimized by artificial recharge by

spreading of pumped out water, creation and filling of ponds with mine water and

construction of rainwater harvesting structure.

In the monsoon season the garland drain channels the surface run-off from the

different mines area without any contamination and is accumulated in mine sump and being

utilized for different purposes.

Roof-top rainwater Harvesting has already been taken up in the project area using

the administrative buildings. Rainwater Harvesting and artificial recharge will also take place

through abandoned dug-wells and final voids of old mines for increasing ground water

potential and check water level lowering.

After mine closure, void of opencast and underground workings will be waterlogged.

This will help in maintaining the water table in the surrounding areas and may become a

source of water supply to the community.

Creation of awareness among workers and local peoples about rain water Harvesting

and artificial recharge will be given priority. This aspect is usually covered during the

Environmental Week celebrated every year (5th to 12th June).

Efforts are being made to construct more recharge structures (i.e. ponds/tanks) at suitable

sites in the nearby affected villages.

65

1.8 CONSERVATION MEASURES:-

• The mine discharge will be utilized to meet the mine’s domestic, dust

suppression, firefighting and other industrial water needs.

• After the cessation of mining, with copious rainfall and abundant

groundwater recharge, the water levels will recoup and attain normalcy.

Thus, the impact of mining on groundwater system may be considered as a

temporary phenomenon. The old mine workings also behave as water pools

and improves the resource availability in the area.

• The construction of surface tanks and settling tanks/deepening of existing

low-lying area in the local villages would enhance the water availability in the

nearby villages. Utilization of mine water for irrigation use will also enhance

the ground water recharge potential through artificial recharge in the area.

Thereby, in post-mining condition, the recharge and source potential in core

zone will be much higher than the existing.

• The discharged mine water would be available for the local people to utilize

in irrigation and domestic use. Thereby the mine water will be a resource for

many of the local villagers.

1.9 FUTURE STRATEGY

• To create the water source and to increase ground water recharge, under

community development, tanks/ponds/dugwells will be constructed in

the nearby villages.

• Increase vegetative cover by plantation in the mine areas. This will

contain the surface runoff and increase the ground water recharge.

• Monitoring of water quality of mine water discharge, local river/nala and

domestic water (dug well/hand pumps) will be continued under routine

monitoring.

• On analyzing the field data if any area receiving the maximum impact,

suitable controls measures will be adopted by the project authorities.

1.10 NOISE QUALITY

In order to assess the existing ambient noise level in the surrounding of project site

corresponding to pre-mining scenario, baseline noise level data was generated & details

were given in approved EIA/EMP. All the values were found well within the permissible limit.

Proposed expansion mine would be associated with following activities that may

generate noise during operation:

66

(a) Drilling

(b) Blasting

(c) Heavy underground machinery operation

(d) Loading & unloading

(e) Operation of CHP / Workshop

The following are some of the important activities responsible for high noise level

generation, with their expected noise levels:

All mining activities i.e. drilling, blasting, shoveling, dozing and dumping are

associated with high noise level [about 100 dB(A)].

Operation underground machinery contributes to noise levels. The noise level are in

range of 80 – 100 dB(A). Noise levels have been found to be related to engine capacity.

ACCEPTABLE INDUSTRIAL NOISE LEVEL

As per Env. (Protection) Amendment Rules, 2000 the ambient air quality standards

in respect of noise in industrial, commercial, residential and silence zones area as follows:

Sl. No. Category of area Limits [dB(A)]

Day time (6.00 AM to 10.00 PM )

Night time (10.00 PM to 6.00 AM )

1. Industrial 75 70

2. Commercial 65 55

3. Residential 55 45

4. Silence zone 50 40

Assessment of the degree of harmful workplace noise is done by comparing the

values measured at workplace to the permissible limit adopted by statutory bodies like

DGMS.

The Director General of Mines Safety vide their circular no. DG (Tech.)/18 of 1975 has

prescribed the permissible limit for noise level as 90 dB(A), for the workers engaged in

mining occupation likely to be exposed to in an 8 hour shift period with unprotected ear.

The following table shows the maximum permissible noise exposure levels, as per American

Standards, for the industrial workers.

67

To assess the likely contribution from proposed expansion project, the ambient noise level

of operating mines of the same area has been taken into consideration. It is observed that

noise level recorded near Near Fan house PNUN-1 & near colony PNUN-2 (Fan houses are

major source of noise in UG mines) are well within the permissible limit.

NOISE LEVEL DATA NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. :SEP. NAME OF THE PROJECT : NAHERIA UG

Name of the Location : Fan house - PNUN-1

Month Date of Data Noise Level in dB(A) collection Day Time Night Time

JULY.2015 08.07.15 71.6 71.4 JULY.2015 30.07.15 68.7 66.3 AUG.2015 11.08.15 70.9 69.9 AUG.2015 25.08.15 69.6 67.2 SEP.2015 12.09.15 70.8 70.6 SEP.2015 28.09.15 69.4 68.1 Noise Level Standard as per Env.

(Protection) Amendment rule 2000 75 70

Name of the Location : Colony - PNUN-2


JULY.2015 08.07.15 42.5 41.4 JULY.2015 30.07.15 44.7 41.9 AUG.2015 11.08.15 43.5 42.9 AUG.2015 25.08.15 44.5 41.2 SEP.2015 12.09.15 42.7 42.4 SEP.2015 28.09.15 44.9 42.4 Noise Level Standard as per Env.


Exposure time (Hrs./day) Noise level [dB(A)]

8 90

6 92

4 95

3 97

2 100

1.5 102

1 105

0.5 108

0.25 or less 115

EXPOSURE TO PULSE OR IMPACT NOISE SHOULD NOT EXCEED 140 dB(A)

68

NOISE LEVEL DATA

NAME OF THE COMPANY : WCL YEAR : 2015 NAME OF THE AREA : PENCH Q.E. :JUNE NAME OF THE PROJECT : NAHERIA UG



APRIL.2015 09.04.15 70.6 70.2 APRIL.2015 25.04.15 69.8 69.2 MAY.2015 11.05.15 70.1 66.1 MAY.2015 27.05.15 69.2 68.6 JUNE.2015 11.06.15 70.2 70.0 JUNE.2015 25.06.15 70.4 70.2 Noise Level Standard as per Env.




APRIL.2015 09.04.15 42.2 42.0 APRIL.2015 25.04.15 44.1 42.2 MAY.2015 11.05.15 50.6 40.1 MAY.2015 27.05.15 45.1 41.9 JUNE.2015 11.06.15 45.4 42.2 JUNE.2015 25.06.15 42.7 42.4 Noise Level Standard as per Env.


69

NOISE LEVEL DATA


NAME OF THE AREA : PENCH Q.E. :MAR.

NAME OF THE PROJECT : NEHARIYA UG


Month Date of Data Noise Level in dB(A)

collection Day Time Night Time

JAN.2015 12.01.15 69.4 68.2

JAN.2015 29.01.15 71.4 65.8

FEB.2015 11.02.15 68.7 68.3

FEB.2015 26.02.15 70.4 66.3

MAR.2015 14.03.15 68.5 68.1

MAR.2015 28.03.15 69.4 68.1

Noise Level Standard as per Env.





JAN.2015 12.01.15 43.4 43.3

JAN.2015 29.01.15 38.9 36.5

FEB.2015 11.02.15 43.3 42.5

FEB.2015 26.02.15 42.5 41.8

MAR.2015 14.03.15 43.5 43.1

MAR.2015 28.03.15 45.1 43.2



70

NOISE LEVEL DATA


NAME OF THE AREA : PENCH Q.E. :DEC





OCT.2014 13.10.14 68.2 67.9

OCT.2014 30.10.14 67.7 66.5

NOV.2014 13.11.14 69.6 68.7

NOV.2014 25.11.14 69.4 69.1

DEC.2014 09.12.14 70.2 69.2

DEC.2014 17.12.14 69.2 70.4






OCT.2014 13.10.14 43.9 42.1

OCT.2014 30.10.14 41.4 41.2

NOV.2014 13.11.14 43.2 42.1

NOV.2014 25.11.14 44.5 43.2

DEC.2014 09.12.14 43.7 42.4

DEC.2014 17.12.14 44.6 43.7



71

NOISE LEVEL DATA


NAME OF THE AREA : PENCH Q.E. :SEP





JULY.2014 10.07.14 66.4 70.0

JULY.2014 24.07.14 69.2 70.3

AUG.2014 11.08.14 67.3 70.0

AUG.2014 26.08.14 70.4 69.2

SEP.2014 10.09.14 70.4 66.5

SEP.2014 25.09.14 68.7 68.5






JULY.2014 10.07.14 42.3 43.0

JULY.2014 24.07.14 41.3 40.4

AUG.2014 11.08.14 41.2 42.5

AUG.2014 26.08.14 43.3 42.3

SEP.2014 10.09.14 50.2 40.7

SEP.2014 25.09.14 43.3 43.0



72

NOISE LEVEL DATA


NAME OF THE AREA : PENCH Q.E. : JUNE.





APRIL.2014 05.04.14 67.5 67.2

APRIL.2014 25.04.14 68.6 64.1

MAY.2014 11.05.14 70.2 67.4

MAY.2014 30.05.14 71.2 69.3

JUNE.2014 13.06.14 69.2 66.4

JUNE.2014 27.06.14 68.7 68.3





APRIL.2014 05.04.14 43.7 43.3 APRIL.2014 25.04.14 38.6 35.8 MAY.2014 11.05.14 39.7 36.7 MAY.2014 30.05.14 42.4 42.2 JUNE.2014 13.06.14 42.1 41.1 JUNE.2014 27.06.14 42.8 42.6

Permissible Limit 55 45

73

NOISE LEVEL DATA


NAME OF THE AREA : PENCH Q.E. : MAR.





JAN. 2014 09.01.14 69.9 70.7

JAN. 2014 23.01.14 69.5 70.4

FEB. 2014 13.02.14 69.6 70.4

FEB. 2014 26.02.14 69.4 69.9

MAR.2014 12.03.14 68.2 68.0

MAR.2014 26.03.14 69.9 68.9






JAN. 2014 09.01.14 43.5 41.0

JAN. 2014 23.01.14 43.7 44.5

FEB. 2014 13.02.14 42.6 41.7

FEB. 2014 26.02.14 42.2 41.1

MAR.2014 12.03.14 42.9 42.2

MAR.2014 26.03.14 42.5 41.7

Permissible Limit 55 45

The noise levels encountered during routine monitoring at mine have been shown in

above paragraphs which indicate that noise levels are well within the permissible limits.

Hence, it can be predicted that the values will remain within the permissible limits for the

proposed Naheriya UG Expansion mine (Enhancement from 0.36MTPA to 0.54 MTPA) with

the control measures in place.

1.10.1 NOISE POLLUTION CONTROL MEASURES

Monitoring of the noise control will be carried out on regular basis as per the Env

(Protection) Amendment Rule 2000. While planning for an effective noise attenuation

measures, the concept of source, path and receiver has been considered.

74

(A) Noise Control at Source

There are two areas where the noise generation can be checked at source.

(i) Proper Design

Since the generation of noise can be reduced by reducing the vibration amplitude,

the area of vibrating part and frequency of vibration will be taken care that all loose contact

between metal parts avoided.

Shock absorbing pads will be fixed in the foundation of vibrating equipment /

machines. In case of aerodynamic noise producing sources, mufflers will be provided with

the machines.

(ii) Proper Maintenance

All machines and equipment will be properly maintained. Sound muffler system and

bearing lubricating system etc. of equipment will be kept in proper condition.

Noise control in Transmission Path

The measures are to be taken for controls of noise along the transmission path have

been put in following two categories:

(i) Air borne path

(ii) Ground borne path

(i) Air Borne Path

The control in air – borne path has been planned in a number of ways as:

(a) The Fan house, screen house etc., which are source of high level noise generation

are to be enclosed.

(b) Planting of furrows of trees along the thick foliage around the compound and wall of

workshop and other industrial buildings. This will reduce the spread of noise. It can

be also used as an acoustic enclosure to reduce ambient noise.

(ii) Ground Borne Path

It has been proposed to provide vibration isolators in the form of vibration absorbing pads

placed at the base of vibrating equipment.

(C) Noise Control at Receiver End

Even after adopting above measures, if desired noise level is not achieved at receiver

end, in that case, following measures are suggested:

(a) The workers exposed to high noise level are provided with earplugs.

(b) Provision of enclosed booths at the worksite to protect worker from noisy

environment.

(c) Exposure control – This consists of rotation of working personnel so that the work

assignment in the intense noise area is for a limited period of time.

(d) Periodical medical examination of all workmen once in five years.

(e) Training and retraining of all workmen as per statute.

75

Control Of Ground Vibration

In the proposed Naheriya UG Expansion, blasting will be carried out in UG workings as per

the provisions of Coal Mines Regulation, 1957. Steps will be taken to ensure that the effect

of ground vibration due to drilling & blasting is negligible.

1.11 Land Reclamation measures

The earth’s crust is subject to two main natural forces – vertical and lateral

compression. In most natural conditions, these forces may be considered to be in

equilibrium unless disturbed by natural phenomena or man-induced disturbance of strata

equilibrium.

Underground mining being a man-induced disturbance, creates a void which may cause the

overlying overburden to subside or to move vertically and laterally into excavated space.

Thus, the subsidence may be defined as the lowering of strata including surface due to

underground excavations. These movements of overlying strata will continue until the

bulking of the rock material has closed the space or the compressive forces have been

placed again into a state of equilibrium.

Factors affecting Subsidence:

When the underground coal mining is employed, the stresses in the overburden

strata above and on the floor strata below the opening will re-adjust and be subject to

strata movement and deformation. Generally, within a certain limit above the excavated

opening the strata breaks, this is called caving zone. Above the caving zone and within a

certain height, there are numerous fractures parallel or perpendicular to the bedding plane,

which is the fractured zone. The strata between the fractured zone and the surface deform

continuously and are called the continuously deformed zone. Every point on the surface

moves towards center of the excavated opening and forms a surface subsidence basin. This

process is called strata movement. If this process refers to the surface, then it is called

surface movement. The characteristics and severity of the strata and surface movements

are mainly dependent on the following factors:

i) Thickness of the seams.

ii) Percentage of extraction.

i) Depth of panel.

ii) Width of panel.

iii) Dip of the seam.

iv) Method of working.

v) Nature of Goaf Support, caving or stowing.

vi) Nature of Overlying Strata.

vii) Geological disturbances.

viii) Surface topography, etc.

76

Within the movement basin, the displacement that causes lengthening in horizontal

strain (tensile strain) can be managed by controlling some of the above factors, viz.

Percentage of extraction, width of panel, method of working, nature of goaf support.

Moreover, the interval between extraction of two seams play an important role in multi-

seam working, the overlying strata will tend to consolidate with rains and become stable for

lower seam workings (in case the extraction of panels in lower seam is delayed by 1 – 3

years with respect to extraction in upper seam). In order to assess the quantum of

subsidence, different formulae are in prevalence for different areas of coalfields, specific on

consideration of above factors. However, the most relevant data will be information about

subsidence behavior from adjacent mines; if anywhere the composition of super –

incumbent strata and other parameters of coal seams are identical.

Land

In Naheriya UG Expn. Project, 300.0 Ha of land is envisaged for mine working (area

below which underground mining is being carried out).

The total requirement for land for inclines, mine infrastructure, surface buildings, roads and

colony has been assessed to be 30 ha.

Land under All Rights (as per PR) :





Total 30.00

Entire land is tenancy land and is outside the mine lease area.

Land under Mining Rights :



3. Grass Land 5.84




Total 300.00

Below this 300 ha of land, underground mining is being carried out.

In the approved EIA/EMP, Physico-chemical properties of three soil samples were

collected in agricultural and barren land of the nearby areas were found to be clay in nature

and suitable for vegetative growth with suitable amendments.

SUBSIDENCE PREDICTION

As study has been carried out to predict the amount of subsidence and its impact on

surface topography at Naheriya UG mine.

77

The detailed report on subsidence prediction has been enclosed as Annexure- VII

The summary of subsidence prediction report prepared for Naheriya UG during March 1997

is placed below :

The surface over the proposed mining area comprises of 2.37 sq.km. of forest land

and 0.63 sq.km agriculture land. The general elevation of the surface ranges from 700 m to

782 m, i.e difference of elevation is 82 m. For such elevation, the maximum predicted

subsidence of 4.345 m will not extensively affect the drainage pattern in the area. However,

drainage will be affected at several places due to formation of pools and cracks which need

to be filled up to achieve original drainage pattern.

Even after leaving 60 m barrier from panel to Gunor river and Dhankasa nullah , it is

found that extent of subsidence influence is reaching inside the river at some place and

therefore, extraction in some of the panels has been suggested to be limited so that

subsidence does not affect the river.

Presently, HFL as flowing 720 m surface contour which does not affect the villages,

but after subsidence surrounding of Naheriya Dhana village get lowered than 720 m and

making it island. Therefore, to maintain this village link form surface, the extraction in panel

- 3 towards village has been suggested to be restricted.

Further to the above, as per the recent stipulation of MoEF on workinf of

underground mines below forest cover with caving, a study has also been carried to assess

the likely strain values and resultant crack width which are given a below:

Latest Stipulations

Recently, the MoEF & CC vide its letter dated 27.03.2000 has issued the guidelines

stipulating thath the maximum tensile strain of 20 mm/m and thereby the surface cracks of

width of about 200 - 300 mm is to be permitted in forest areas. This is based onthe

assumption that the negligible damage is caused to the standing trees if the tensile strain is

limited to 20 mm/m. In actual practice, trees have been found to be safe even at higher

tensile strain. Till sufficient data is generated the above guidelines have been considered in

the planning of Naheriya UG Project.

Subsidence Prediction at Naheriya UG (Below Forest)

In the Naheriya UG Project, about 70 % of the surface land ( i.e. 204.95 Ha out of 300

Ha ) is covered under forest. The coal extraction is being carried out by caving.

The likely maximum subsidence and strain prediction for Naheriya UG Mine ( below

forest area ) after extraction of Seam - II & III ( contiguous seam ) are as given below :

TABLE-1

78

All the strain values are within the stipulated limit.

The extraction in Panel - 4, 6 and 8 in lower seams i.e. IV & V shall be delayed by 3

years after extraction in upper seams i.e. II & III so that the extraction in the above panels in

lower seam starts below the stable / stablilized goaf.

Maximum subsidence, slop and tensile strain after extraction of II, III, IV & V ( IV & V

are contiguous) are as given below:

TABLE-2

All the strain values are within the stipulated limit.

Panel Likely Max.

Subsidence

(mm)

Likely Slope G

(mm /m)

Likely Max.

Tensile Strain

(+) E (mm /m)

IA 832 11.83 5.88

IB 831 21.68 10.70

1 1106 40.26 19.79

2 1450 39.45 19.45

3 710 17.16 6.49

5 640 13.58 6.74

5A 750 15.92 7.90

7 850 18.89 9.44

9 980 17.09 8.46

4 1160 17.85 8.92

6 1656 38.72 19.17

8 1797 39.86 19.76

Panel Likely Max.

Subsidence

(mm)

Likely Slope G

(mm /m)

Likely Max.

Tensile Strain

(+) E (mm /m)

IA 2292 28.65 13.33

IB 3023 35.99 17.99

1 3070 37.21 18.81

2 3298 39.98 19.99

3 1742 24.54 12.27

5 2189 35.31 17.65

5A 2160 37.89 18.95

7 1995 39.90 19.95

9 1795 20.51 10.26

4 3809 35.39 17.70

6 3444 33.67 16.83

8 3544 27.89 13.94

8A 1160 18.86 9.43

79

With this amount of subsidence and strain, the width of surface cracks likely to occur

in the forest area will be about 200-300mm.

As such, it may be concluded that the strain values and crack width over the forest

area are within the stipulated limit. As such, anticipated damage to the forest due to

underground mining with caving at Naheriya UG will be almost negligible.

1.12 During Mining Land Use Pattern:-

In the proposed Naheriya UG Expansion there is enhancement in the production and

no change in the land area. Land area is 300 ha (MLA) as per approved EC. land use pattern

during expansion of mining operation is as follows:-






3. Grass Land 5.84






Grand Total 330.00

Area under “ALL RIGHTS”





Grand Total 30.00

80

1.13 Occupational Health Issues

WCL has full-fledged medical set up in all areas to check up and monitor all the

Occupational diseases endangering the health of its precious workforce. The periodical

medical Examination for all workmen is compulsory as per Statute. It is carried out once in

every five years for each and every worker and proper records are maintained and

submitted to Directorate General of Mines Safety as it is a statutory requirement.

In case of workers, above 50 years of age and employed in underground mine, this periodical

medical examination is carried out every two and half yearly interval. In Pench Area, under

whose administrative control, the mine under consideration is being worked is no exception. All

the statutory obligations under the Occupational health are strictly followed.

Present set up of Occupational Health Services At WCL:

WCL is having Occupational health committee at the corporate (HQ) level as well as at the

unit (Area /Project level).

At corporate level, the committee consists of the following: -

• Chief General Manager (Safety)

• Chief of Medical Services

• Periodical Medical Examination (PME) Incharge of HQ.

The committee scrutinizes the report of the area every quarter.

At Unit level, the committee consists of the following: -

• General Manager (Operations)

• Area Medical Officer

• Area Safety Officer

• Periodical Medical Examination (PME) Incharge of Area.

The above committee takes the review at area level every month.

In suitable cases, as per the recommendation of the Apex Medical Board, the change of job

is also suggested and implemented accordingly.

In addition, the Welfare Board of WCL time to time makes visits to different area hospitals &

PME Centres so as take stock of the ground realities.

81

CHAPTER- II

ENVIRONMENTAL MONITORING PROGRAMME

2.0 ENVIRONMENTAL MONITORING –

The environmental monitoring programme is already being carried out at four stations

and will be continued as per details given below: -

S

N

Items Parameters Frequency No. of Stations

1 Ambient Air

Quality

Monitoring

PM10, PM2.5, SO2,

Nox, CO & Fugitive

dust

Every Fortnight as per

EPA, Rule 2000

4

2 Water

Quality

Monitoring

1) 4 Parameters viz. p

H, Total Suspended

Solids (TSS), Chemical

Oxygen Demand

(COD) & Oil and

Grease.

2) 35 Parameters

Every Fortnight

Once in a Year

3

3 Noise

Quality

Monitoring

Noise Levels Every Fortnight 3

4 Environment

al Statement

Annual

5 Ground

Water Level

Monitoring

& Quality

Water Level & Quality

Parameters.

Water Level – Quarterly.

Water Quality – Yearly.

In Buffer

Zone

Villages.

6 Compliance

Report of EC

Conditions

All conditions both

Specific & General

30th

September &

31st

March

Not

Applicable

82

2.1 MONITORING ORGANISATION

To have a close watch on the environmental condition and implementation of the various

measures suggested, a multi-disciplinary approach is essential for formation of Environment

Management Cell / Department.

WCL, has an Environment Deptt. headed by General Manager (Env.) at its HQs. The

department provides necessary support which is required for environmental management

of various mining projects under the jurisdiction of the company.

(a) At area level, Chief General Manager of the area coordinates the activities of

various disciplines in the area to render all necessary assistance at the

implementing level i.e. the Project level.

(b) Nodal Officer (Environment) of the area monitors all aspects of environment on

behalf of the Chief General Manager. He will also take suitable steps for

generation of environmental data along with CMPDI team for its analysis and

interpretations.

The work of plantation will be implemented through State Forest Deptt..

(c) At project level, Project Officer shall primarily be responsible for land resource

management. He shall also be responsible for biological reclamation as per

directives of GM (Env.), WCL ( Hqr).

2.2 FUNCTIONS OF THE ENVIRONMENT MANAGEMENT CELL / DEPARTMENT

� To integrate environmental factors into business decisions.

� To prepare time bound action plan for implementation of various provisions of

Environment Management Plan, maintain a record of it and submit six monthly

report to GM (Env.).

� To monitor in compliance with environmental regulations.

� Continual improvement in environmental performance.

� To follow proper documentation and monitoring procedures, for developing

better environmental management systems at the mine.

� To ensure systematic and routine housekeeping to reduce generation of

pollution inside the mine.

� To develop and maintain green belt in and around the mine.

83

� To keep up with regulatory requirements and arrange for the necessary

certificates or consents viz. air and water.

� To submit environmental statement to SPCB within stipulated time.

ORGANISATION CHART

Sl.

No.

Measures/Actions Agency

1. Environment Pollution 1 Chief General Manager, Pench Area 2 Area Nodal Officer, (Environment), Pench Area

3 Project Officer Naheriya UG Mine

4 Staff Officer(Civil), Pench Area

5 Environmental Cell (WCL H.Q.)

2. Environment Monitoring 1 Chief General Manager, Pench Area

2 Staff Officer (Civil) , Pench Area

3 Area Nodal Officer (Environment), Pench Area.

4 Project Officer, Naheriya UG Mine

5 Environment Cell of WCL Headquarters

6 Environment Deptt. of CMPDI, RI-IV

3. Land Reclamation 1 Project Officer, Naheriya UG Mine

2 Area Nodal Officer (Environment), Pench Area

3 Environmental Supervisor

84

CHAPTER- III

ADDITIONAL STUDIES

3.0 INTRODUCTION:

Mining is a hazardous industry. There is risk to life and property associated with various

mining and allied activities of the project. As such a detailed study has been carried out

covering identification and assessment of risk, and recommendation of measures to prevent

damage to life and property against such risks. They are discussed below & this is an

application under section 7(ii) vide MOEF O.M dated 19.12.2012 & 07.01.2014

3.1 PUBLIC CONSULTATION

As discussed earlier, in this proposal, it is submitted that the project is envisaged for

enhancement in capacity only from 0.36 MTPA to 0.54 MTPA (with existing EC ML area of

300.0 ha) as per O.M dated 07.01.2014.

Public Hearing had been completed on 11.09.2001 before obtaining the existing EC dated

15.11.2002 for 0.36 MTPA. Now this expansion proposal is submitted fulfilling the

requirement of O.M. dated 19.12.2012 & 07.01.2014. The minutes of the above Public

Hearing for the proposed Naheriya UG Expansion project is attached as annexure - IV

3.2 DISASTER MANAGEMENT PLAN

The project report has been drawn in confirmity with the prevailing statutory provisions as

per Mines Act 1952 CMR 1957 applicable for safety in UG Mines. However, all statutory

rules, regulations, applicable laws etc. and statutory requirement related to Govt. licences,

workers compensation, Insurance, etc. including minimum wage act for workers employed

will be adhered to. All the regulations & schedules of coal mines Regulations 1957 relating

to UG mining have to be adhered to and implemented in order to maintain day to day safety

precautions as per statute.

GENERAL:

The disaster management plan is essential to guard against and mitigate the consequences

of major accidents. The term " major accident " means an unexpected and sudden

occurrence of event from abnormal developments in course of one's industrial activity

leading to a serious danger, public or environment, whether immediate or delayed, inside or

outside the installation involving one or more hazardous substance.

Keeping in view the three basic principles i.e. prevention, preparedness (both pro-active and

reactive) and mitigation of effect through rescue, recovery, relief and rehabilitation; a

comprehensive blue print of disaster management plan (DMP) has been made for Naheriya

UG incorporating the following.

Identification and assessment of risks

Recommendation of measures to prevent damage to life and property against such risks.

85

As such, a detailed study has been carried out covering identification and assessment of risk

so as to suggest measures to be taken to prevent unfortunate damage to the life and

property against such expected risks. They are as follows.

Spontaneous heating/Underground mine fire

Explosion

Inundation

Subsidence

3.2.3 SPONTANEOUS HEATING OF COAL

Spontaneous combustion of coal or other carbonaceous matter may be defined as the

process of self-heating of coal resulting eventually in its combustion without the application

of external heat. Various factors govern the spontaneous heating of coal viz. Chemical

Composition of coal, friability, presence of iron pyrites, depth of the seam, thickness of the

seam, geological disturbances, presence of bands etc.

To detect fire at an early stage regular monitoring of any sign of fire is being carried out

regularly as per statute.

3.2.4 ROOF CONTROL

For efficient roof control, as far as possible steel supports in the form of steel props,

bars, roof bolts etc., have been proposed. In order to determine the support requirement

vis -a-vis the strata condition, rock masss rating of the roof strata must be determined for all

the seams. The mine management shall prepare systematic support rules on the basis of

findings of rock mass rating and get the same approved by DGMS before adopting the same

for implementation in the mine. The S.S.R for depillaring should be framed on the basis of

RMR and as per the experience of mines where depillaring by LDHs is in practice.

In contiguous seams, the panel barries should be maintained in vertical coincidience.

Since the parting between Seams - II & III is less than 9 m, it will entail columnization

of coal pillars. Therefore, it is necessary to develop Seams - II & III by superimposing the

galleries as well as pillars. This will hold good for Seams - IV & V also. Wherever parting

between them in 3 m or more, both the seams will be worked as contiguous sections. While

depillaring, precautions have to be taken to maintain the depillaring operation in "Upper

seam" in vertical coincidence of " Lower seam". Regular test holes are to be drilled to

confirm the parting between "Upper" and "Lower" Sections i.e. between Seams - II & III and

Seams - IV & V respectively. Since main trunk roads have been planned in Seam-II & IV,

where the parting between these two seams varies from 9m to 14 m. Though the parting

between them is more than 9 m, it may be necessary to develop Seams - II & IV by

superimposing the galleries as well as pillars.This will facilitate the transportation of coal

form upper seams to lower seams by dropping through staple pit. Superimposition will also

help better strata control in the main trunk roads of Seams - II & IV. All the precautions that

have been laid in Coal Mines Regulations, 1957 under the Mines Act, 1952 have to be

followed during simultaneous extraction of both the sections.

86

3.2.5 EXPLOSION

An explosion is a sudden combustion process of great intensity accompanied by

release of large quantities of heat energy and in which the original gas or solid substance

like coal dust is converted instantaneously into gaseous products. Explosion in Coal mines

are of (a) Fire damp (Methane), (b) Coal dust, or combination of both.

Explosion due to firedamp – Firedamp has been the cause of most of the explosions

in coalmines and in every mine steps are taken to prevent a fire damp explosion. Presence

of firedamp in air between 5.4% and 14.8% forms an explosive mixture. If a suitable source

of ignition is available the mixture results in an explosion.

Precautions taken against fire, heating (as pear CMR) also helps in preventing the

explosion.

Proper ventilation of the mine is the correct method to prevent dangerous built-up

of firedamp. Regular inspection of places where fire damp may accumulate is essential in

addition to proper ventilation.

Adequate provision for self-rescuers has been made in this project to enable

everybody to carry it underground. Stone dust barriers/water through barriers have been

provided as per statute.

Explosion due to coal dust – It has been established that coal dust when suspended

in the air as cloud, is capable of bursting into an explosion and propagate it, even in the

absence of firedamp.

A coal dust explosion can be prevented by:

(i) Reducing the formation of coal dust at the working places and suppressing the same by

water infusion, water spraying and by proper control of shot firing.

(ii) Preventing its spread during transport of coal.

(iii) Rendering coal dust harmless by wetting it with water or mixing with inert stone dust.

(iv) Provision of stone dust barriers or water barriers.

For monitoring the level of dustiness and quality of dust, regular sampling and analysis of

mine dust is being done and precautions are being taken as per statute.

(v) Avoiding accumulation of the methane in underground by proper ventilation and strict

adherence to DGMS guidelines/ Statues.

87

3.2.6 INNUNDATION:

Precautionary Measures: -

Any place in a seam approaching a fault passing through the seam, which may contain

accumulation of water, adequate precautions should be taken against such eruption of

water.

i) All boreholes drilled from the surface should be correlated & plotted on the workings &

other plans accurately & boreholes should plugged with cement to prevent inflow of

water through such boreholes.

ii) A careful assessment of the danger of inundation from surface should be made before

the onset of every rainy season & adequate precautions against such dangers should be

clearly laid down & implemented.

iii) During rainy season, blockage of river, jore, nallah or stream may occasionally occur in

the up-stream. It is, therefore, necessary to keep a constant watch on the upstream of

river or nallah & take suitable precautions.

3.2.7 SUBSIDENCE

Land degradation due to cracks developed after subsidence, can lead to (i) increased

percolation of water from surface to underground in certain cases; (ii) passage of air

through open cracks which may lead to spontaneous heating or fire underground; (iii)

damage of vegetative growth on surface.

In order to prevent accidents due to above mentioned causes, the following

measures are suggested:

Around depillaring area, co-related on surface protective bunds and garland drains

should be laid so that the minimum water from surface enters through subsided area to the

underground workings. Sufficient pumping arrangement will be made to deal with any

eventuality. Since sufficient coal barrier will be left taking into consideration the extent of

subsidence likely to occur, there is no chance of inundation.

The surface cracks should be filled up by using concrete shale, clay or such other

suitable material depending on the nature of cracks.

Depressed portions should be levelled up using clay or other suitable material.

Proper support of galleries and junctions is very essential in the proposed mine, not

only for safety of the workman but also for safety of the surface features and the mine

itself. Any pot holing in the area lying below HFL of the river can lead to inundation of the

mine. It is because of these reasons that regular support system in the form of roof

bolting/roof stitching has been suggested. Sufficient numbers of roof bolting machines have

been provided for this purpose.

88

Before starting depillaring operations, a systematic support rule is framed on the

basis of experience of depillaring by SDLs. This SSR is then introduced after taking approval

of DGMS.

3.2.8 TRAINING

The personnel directly responsible for handling emergencies are given training for

making them better equipped for discharging their responsibilities. Coal Industry has set up

a number of training institutes for imparting training to its employees. The training

improves safety awareness among the workers and trains them to carry out their

assignments safely.

3.2.9 MEDICAL AID

In Pench Area a fully equipped hospital with qualified medical practitioners & other

equipments etc. is running very efficiently. Therefore, any medical emergencies can be

attended without any problem.

3.2.10 COMMUNICATION SYSTEM

Efficient communication system based on VHF system has been provided for the

project. This allows proper communication link between various work centers and helps in

preventing accidents as well in taking early action.

3.2.11 SAFETY AWARENESS

To create safety awareness and impart education on safe practices, the following

steps are being taken:

Holding annual safety weeks.

Imparting basic and refresher training to new and old employees respectively.

PREVENTIVE MEASURES:

i) Adequate ventilation to dilute any possible emission of fire damps is of paramount

importance, for this purpose suitable high capacity fans have been provided.

ii) Suppression of dust at the source by water spraying at different places in Underground.

iii) Proper statutory precautions are taken in the use of the explosives.

iv) Use of fire resisting materials, and flameproof equipment for ventilation of mine

workings.

v) No combustion materials are being used in the construction of, or in connection with, any

shaft lining, or any room housing any machinery/apparatus below ground.

89

vi) In case of every fan (other than an auxiliary fan), installed below ground, the coal or

other carbonaceous materials exposed in the sides, roof and floor, shall be covered with

masonry or other adequate protection against fire, for a distance of not less than 5 m in

every direction from the face.

vii) No coal, shale or other carbonaceous material would be left / slacked below ground.

Where removal of fallen coal out of the mine is not practicable, the area would be

effectively sealed off.

3.2.12 CONCLUSIONS:

Following conclusions may be drawn from the above discussion:

(a) Coal mining is associated with a number of hazards.

(b) These hazards can be identified and assessed, which has been done for this project.

(c) Preventive measures against identified risks have been provided in this report

(d) With adoption of such protective measures, the operation of the mine would be safe.

90

CHAPTER – IV

PROJECT BENEFITS

4.0 PROJECT BENEFITS

The benefits of the project can be summarized as below:-

- The physical infrastructure in the area has already been improved substantially by

following ways:-

Development of road thereby improving the communication.

Improvement in Power, Telephone (including Mobile) facility.

Improvement in Health Care facility & Educational facility.

Improvement in Market / Trade & Business.

- The social infrastructure by way of cultural mixing of people of other states with local

community glorifying “UNITY IN DIVERSITY”.

- Substantial employment in the project & indirect employment for business & trading,

contractor, transportation, vehicle contractor, nursery development.

WCL as a responsible corporate organization in Central India is playing a significant role in

developing the region around its mines in the States of Madhya Pradesh & Maharashtra.

WCL takes up various infrastructural development works in the surrounding area covering

the felt needs of the local community and the various works undertaken under CSR

activities.

In addition to the details detailed out earlier, various other works done by WCL is also given

in earlier chapter Different CSR work taken up by the area during 2010 to 2014 is given is

given in Annexure V.

91

CHAPTER - V

ENVIRONMENT MANAGEMENT PLAN

5.0 GENERAL

Monitoring of the environment and implementation of various protective measures

discussed in the report forms an important part of EMP. In the earlier chapters the causes

of various pollutions along with the preventive and mitigating measures have been

discussed. In this chapter description of the administrative aspects of ensuring that

mitigative measures are implemented and their effectiveness monitored, after approval of

the EIA is being discussed.

5.1 MONITORING ORGANISATION

To have a close watch on the environmental condition and implementation of the various

measures suggested, a multi-disciplinary approach is essential.

(a) WCL headquarters acts as an apex body which supervises the activities relating to

environment at project level through the General Manager.

(b) Area General Manager of the area coordinates the activities of various disciplines in the

area to render all necessary assistance at the implementing level i.e. the Project. Area Nodal

Officer (Environment) monitors all aspects of environment on behalf of the General

Manager. He also takes suitable steps for generation of environment data along with its

analysis and interpretations.

As far as plantation is concerned, it is being got done through State Forest Development

Corporation, who are expert for such works.

(c) Sub Area Manager is responsible for mechanical reclamation of the area. He is also

responsible for biological reclamation with the assistance of AGM's office.

ORGANISATION FOR ENVIRONMENT MANAGEMENT

SN Measures/Actions Agency

1. Environmental Control 1 Area General Manager, Pench Area

2 Nodal Officer, (Environment), Pench Area

3 Sub Area Manager, Naheriya UG.

4 Staff Officer (Civil), Pench Area

5 Environmental Cell (WCL H.Q.)

2. Environmental

Monitoring

1 Area General Manager, Pench Area

2 Staff Officer (Civil), Pench Area

3 Nodal Officer (Environment), Pench Area

4 Sub Area Manager, Naheriya UG

92

5 Environment Cell of WCL Headquarters

6 Environmental Laboratory of CMPDI, RI-IV

3. Reclamation 1 Sub Area Manager Naheriya UG

2 Nodal Officer (Environment), Pench Area

3 Environmental Supervisor

4 Horticulturist

5.2 ENVIRONMENTAL COST PROJECTION

The expenditure incurred on environmental protection measures including afforestation has

been detailed out as below ;-

(in Rs. Lakh)

S.No Capital Cost Annual recurring cost

Existing Proposed Existing Proposed

1. Pollution Control

( Sedimentation Pond, ETP,

Fixed type sprinklers, Mobile

water sprinkler, etc)

8.00 10.00

3.00

2. Pollution Monitoring ----

----

8.00 Will be carried

out from Revenue

head

3. Installation of fixed type

sprinklers / rain guns etc. for

dust control (including water

reservoir, pump, pipeline

etc.)

5.0 ---- 1.0

4. Occupational Health ---- ---- ---- In-built in the project

5. Plantation

3.00

Will be carried

out from Revenue

head

6. Digital Mapping for land use/

Vegetation cover map ---

8.00*

Total 13.0 10.0 23.00

* once in three years

Revenue cost of Rs. 6/t of coal production has been provisioned for Environmental activities.

93

CHAPTER-VI

DISCLOSURE OF CONSULTANTS ENGAGED

6.1 Name of Consultant

Central Mine Planning & Design Institute Limited. Briefly, it is called as ‘CMPDI’. It is an ISO

9001 Company.

Its registered corporate office is situated at Gondwana Place, Kanke Road, Ranchi – 834008,

a capital city of Jharkhand State. It operates through seven strategically located Regional

Institutes over six states territories of India. Details of all seven Institutes including its

corporate office are given as in Table-6.1.

Table-6.1

S

N

Offices Addresses Tel/Fax

Postal E-Mail Website

1 Corporate Gondwana

Place, Kanke

Road,

Ranchi-

834008,

Jharkhand

[email protected]

,

[email protected]

o.in

http://www.

cmpdi.co.in

+916512230483,22

30116

/+916512231447,

2232249

2 Regional

Institute-I

West End, GT

Road,

asansole –

713301,

West Bengal

- - +913412253504/

+913412250935

3 Regional

Institute-II

Koyla

Bhawan,

Koyla Nagar,

Dhanbad-

826005,

Jharkhand

+913262230850,22

30789/

+913262265575

4 Regional

Institute-

III

Gondwana

Place, Kanke

Road,

Ranchi-

834008,

Jharkhand

+916512231506/

+916512231501

5 Regional

Institute-

IV

Kasturba

Nagar,

Jaripatka-

440014

http://www.

cmpdi.co.in

+917122642134/

+917122643231

94

6 Regional

Institute-

V

SECL

Complex,

Seepat Road,

Bilaspur,

Chhatisgarh.

+917752246482/

+917752246481

7 Regional

Institute-

VI

CWS Colony,

P.O. Jayant

Colliery,

Sidhi-

486890, M.P.

+917805222329,

222172/

+917805222330

8 Regional

Institute-

VII

Griha Nirman

Bhawan,

Sachiwalaya

Marg, Unit 3,

Bhubaneshw

ar-751001,

Orissa

+916742394357,

2394760/

+916742395128

All the above Regional Institutes are dedicated to render services to seven subsidiaries of

the CIL AS follows:

Table-6.2

Sl. No. Institutes Dedicated to

1 Regional Institute-I Eastern Coalfields Ltd. (ECL)

2 Regional Institute-II Bharat Coking Coal Ltd. (BCCL)

3 Regional Institute-III Central Coalfields Ltd. (CCL)

4 Regional Institute-IV Western Coalfields Ltd. (WCL)

5 Regional Institute-V South Eastern Coalfields Ltd. (SECL)

6 Regional Institute-VI Northern Coalfields Ltd. (NCL)

7 Regional Institute-VII Mahanadi Coalfields Ltd. (MCL)

Hqrs. Ranchi is committed to render services to NEC & Non-CIL clients and specialized

assignments for both CIL & Non-CIL clients.

6.2 Brief Resume of the Consultants:

6.2.1 Establishment Background:

The company was formerly known as Coal Mines Authority Limited. And, the Central Mine

Planning & Design Institute Limited (herein after called as CMPDI) is a planning & design

division of Coal India Limited (herein after called as CIL) as per Memorandum of Association

of the company. The CIL is a holding company since November 01, 1975, and the CMPDIL is

one of its subsidiaries since then. It is under Ministry of Coal, Government of India.

95

6.2.2 Strength & Resources

a) Manpower:

CMPDI has more than 800 multidisciplinary technical executive professionals who combine

innovation and initiative to deliver faster and effective solutions in planning,

implementation and management of projects.

b) Resources:

CMPDI is equipped with modern laboratory facilities for undertaking various analytical

works to supplement its services. It has well equipped network of six environmental

laboratories located in various coalfields to regularly monitor air, water and noise

parameters. The central unit at Ranchi is accredited with Central Pollution Board, New Delhi.

Besides its own strength, CMPDI has access to the vast resources with its principal, CIL,

India’s largest coal producer and a Maharatna Company.

6.2.3 Recognition:

CMPDI is recognized as preferred consultant by India and overseas clients, United Nation

agencies and international financial institutions and the company is registered with

• World Bank

• Asian Development Bank

• African Development Bank

• United Nations Development Programme

6.2.4 Main Functional Area:

The main functional area of the CMPDI is to provide adequate and up-to-date planning,

design and technological supports to the CIL and its coal producing subsidiaries to enable

them to produce the planned quantity of coal efficiently and economically with due

attention to safety, conservation, quality and environment. In addition to these, CMPDI also

provides necessary consultancy for clients outside the CIL in India and abroad. The Quality

Management System of CMPDI, Ranchi is certified under international standard – ISO-2000

by BVQI (UK). Services covered under are as follows:

• Consultancy in Mineral Exploration and Environmental Management.

• Planning & Design in Mining, Civil & Architectural Engineering, Coal Preparation &

Utilization, Electrical & Mechanical Engineering, Mining Electronics, Geomatics and

Mine Construction.

• Laboratory testing facilities for the above

• Technical & Management Training in Mineral & Mining Sector

6.3 Nature of consultancy rendered:

96

CMPDI has been offering services in the fields enumerated in Table – 6.3

Table – 6.3

Sl. No. Services Offered

1 Exploration & Resource Evaluation

2 Mine Planning & Design Services

3 Infrastructures Engineering

4 Environmental Services

5 Beneficiation Services

6 Management Services

7 Specialized Services

8 Laboratory Services

9 ITC in Mining

10 Research & Development

6.3.1 Exploration & Resource Evaluation:

New generation exploration technology coupled with skilled manpower has made CMPDI a

twenty first century leader in mineral exploration, deposit modeling, resource evaluation,

resource management, mining geology, hydro-geological & geophysical studies,

engineering, geological investigations etc. Services rendered under this head are described

in brief in Table- hereinafter.

Table-6.3.1

Sl.No. Sub-heads of

Services

Services Rendered in

1 Geological

Support for

mining

• Production support or mine development

drilling and prediction of faults and pinch / wash

outs.

• Delineation of roof / floor and dirt bands

2 Drilling • Coring-Diamond rotary drills up to a capacity of

1280 m depth

• Non-coring-Direct rotary and DTH drills for

geophysical logging, hydro-geological

investigations, dewatering, etc.

3 Deposit

modeling

Using geo-statistical and geological software packages

including MINEX and in-house developed

CEMPGEODOC and SASLINT software

4 Resource Deposits of coal, lignite, manganese, iron ore

97

Evaluation (magnetite and hematite), phosphorite, coal bed

methane etc.

5 Resource

Management

• Strategic planning for future exploration

depending upon market demand.

• Updating of reserve / resource of individual

blocks or coalfields.

6 Hydro-

geological

studies

• Systematic ground water investigations.

• Mining hydro-geological studies

7 Geo-

engineering

works

Determination of strength properties of rocks and coal

and RQD (Rock Quality Designation) to assess strength

characteristics of strata

8 Master

planning for

assessment of

resource

potential with

respect to

CBM, globally

an emerging

environment

friendly

alternate

energy source.

• Creation of data packages of potential CBM

blocks.

• Resource evaluation of CBM / CMM / AMM.

• Formulation of policy guidelines for harnessing

CBM resources.

• Implementation of CIL-ONGC Consortium’s

venture in developing CBM in coalfields.

To provide quality services, CMPDI is effectively utilizing technology like remote sensing,

combination drilling (coring and non-coring), multi-probe geophysical borehole logging,

seismic refraction survey etc.

CMPDI has already undertaken over 500 integrated exploration projects in varying

geological and terrain conditions.

6.3.2 Mine Planning & Design Services:

CMPDI is a premier consultant in open pit and underground mine planning & design in coal,

lignite and other minerals. It has prepared more than 950 mining project reports with

individual capacity up to 35 Million ton per annum. CMPDI uses advance software like

MINEX for resource modeling, mine planning and scheduling of open cast and underground

mine projects. It has helped its subsidiaries to achieve unprecedented growth from open

cast mines in their organizations. Its experience in mechanized underground mining

technology spans exploitation of coal seams from 1.00 m to 20 m thickness, at different

gradients from flat to 750, with soft to extremely hard coal, liable to spontaneous heating

and gassiness and under varying roof strata conditions. Services offered to are manifold and

are enumerated briefly in Table-6.3.2.

98

Table-6.3.2


1 Master planning of coalfield

2 Perspective planning

3 Conceptual engineering studies

4 Techno-economic feasibility studies

5 Detailed project reports

6 Detailed engineering with working drawings

7 Mine ventilation & transport planning

8 Operational planning

9 Mining plans for mining lease

10 Mine capacity assessment

11 Performance analysis of equipment

12 Prediction of surface subsidence through numerical modeling

software

13 Geophysical logging, Seismic survey, Resistivity Survey.

6.3.3 Infrastructure Engineering:

CMPDI provides engineering logistic or support services for development of infrastructure. It

has developed multi-disciplinary engineering skills for implementing projects of various

complexities. In particular, it has offered complete planning & design services for

architectural planning, civil, structural, electrical and mechanical engineering in various

projects. A few of them are enumerated in Table-6.3.3.

Table – 6.3.3


1 Planning of large capacity, high speed bulk material handling plants

2 Turnkey execution of coal handling plants

3 Planning of high voltage sub-stations

4 Planning of workshops of various types and capacities

5 Township planning including roads, water supply, water supply

system, drainage, Water / sewerage treatment plants and detailed

planning and design of all township infrastructure

6 Site selection of pit head thermal power plants based on remote

sensing data

7 Rail corridor alignment through remote sensing

8 Techno-economic feasibility study of captive power plants based on

pulverized coal and FBC technology

99

6.3.4 Environmental Services:

CMPDI holds a position of eminence in the field of environmental planning, impact

assessment, management and environmental engineering in coal and other sectors. It is the

nodal agency for co-ordination and monitoring of ongoing environmental up-gradation

schemes sanctioned by Ministry of Coal and Mines under the head “Environmental

Measures and Subsidence Control”. It undertakes technical scrutiny of new proposals, visits

to project sites and disbursement of funds to the implementing agencies.

A few of the new areas in which CMPDI has diversified are environmental and hydro-

geological studies for disposal of fly ash, development of air quality model, bio-treatment of

industrial effluents, carrying capacity base development planning, watershed modeling and

rain water harvesting. Services offered with respect to environmental quality monitoring,

engineering, management and planning are briefly given in Table-6.3.4.

100

Table-6.3.4

6.3.5 Beneficiation Services:

CMPDI specializes in planning, design and construction of new washeries and modification

of existing washeries for coal and mineral beneficiation. Services with respect to

beneficiation offered to are given in Table-6.3.5.

Sl. No. Sub-heads of Services Services rendered

1 Environmental Monitoring • Air quality

• Water quality

• Noise level

• Soil quality

• Micro-meteorological studies

• Stack monitoring

2 Environmental Engineering • Industrial/ Municipal effluent

treatment and recycling

plants

• Hazardous waste disposal site

engineering

• Municipal effluent disposal

site engineering

3 Natural resource management • Land use planning

• Rain water harvesting

• Watershed management

plans

4 Regional planning • Regional environment

management plans

• Regional environment status

plans

5 Environment assessment plans Environment assessment plans

6 Special studies • Review of existing mining and

environment policies,

legislations, standards and

mechanisms for monitoring

compliance, institutional

strengthening for regulatory

and counterpart institutions.

• Study of environmental

problems and action plan for

restoration of environmental

quality.

• Mine closure planning

101

Table-6.3.5

Sl. No. Services Offered to for

1 Planning of coal and mineral beneficiation plants

2 Preparation of feasibility / project reports including macro level

analysis, washability studies, environmental impact assessment and

techno-economic analysis.

3 Technical studies, performance evaluation and operation and

maintenance related consultancy for existing washeries.

6.3.6 Management Services:

Management services enumerated in Table-6.3.6 have been offered by CMPDI to different

organizations or bodies.

Table-6.3.6

Sl. No. Sub-heads of Services Services rendered for

1 Coal Investment

promotion Services

Assistance to Government of India in identification

and assessment of coal mining properties for

investments through private sector participation.

2 Quality Management

Services

Consultancy for implementation, certification and

maintenance of ISO 9001 Quality Management

System and its industry specific translations, ISO

14001 Environment Management System and

OHSAS 18001 Occupational Health and Safety

Assurance System.

3 Human Resource Services Creating knowledge and skill based workforce,

CMPDI through its Staff Training College (STC)

imparts training to its clients’ personnel. Under

UNDP, CMPDI has trained professionals from

Nigeria, Sultanate of Oman and North Korea.

Through its STC it has organized training

programmes under five major categories such as (i)

Technical, (ii) Managerial, (iii) Computer

application, (iv) Quality Skills, (v) Quality System,

etc. It has also organized and conducted off-

campus training programmes with respect to

Quality System at various subsidiaries of CIL.

CMPDI diversified into management system consultancy in 1998. While continuing to

provide consultancy for ISO 9000 Quality Management System (QMS) and ISO 14000

Environmental Management System (EMS), it made forays into consultancy for ISO 17025

(Testing and calibrating laboratories) under consultancy scope as:

• Creation of Management system

102

• Providing training support

• Implementation, certification and post certification support

6.3.7 Specialized Services:

With a view to catering to specific requirements of clients, CMPDI has been providing field

oriented specialized services to its clients. Descript services rendered under this category

have been remote sensing, terrestrial survey, blasting, ventilation design & gas assessment

in underground mines, energy audit and non-destructive testing. Main services rendered are

described in brief in Table-6.3.7.

Table-6.3.7

Sl. No. Sub-heads of Services Services rendered in

1 Geomatics Geomatic services in mining sector ranging from

topographical survey, baseline data generation

and monitoring of land use / land cover for

environmental management, water resource

survey and coal mine fire mapping. It has also

imparted expertise services in the field of remote

sensing applications, terrain mapping, co-relation

survey for underground mines, GPS / GIS survey,

cartography and digital image processing.

2 Blasting Carrying out controlled blasting and ground

vibration study, vibration monitoring,

fragmentation improvement studies, random

sampling & testing of explosives and accessories

and performance evaluation of new explosives

with sophisticated testing equipment, in both coal

and non-coal sectors.

3 Non-destructive Testing

(NDT)

Services for non-destructive testing of

components of machinery, installations and other

structural elements have been provided at site

during periodic maintenance to avoid accidental

failure.

4 Ventilation and Gas Survey CMPDI has been offering services for ventilation

monitoring, planning & design of ventilation

system including gas assessment and testing for

underground mines.

5 Energy Audit CMPDI is empanelled as an accredited energy

auditor with Govt. of West Bengal and Petroleum

Conservation Research Association (PCRA) under

Ministry of Petroleum and Natural Gas, Govt. of

India. Over 130 reports on electrical and diesel

energy conservation have been prepared.

6 Inspection services CMPDI has been rendering pre-dispatch third

party inspection services for plants and equipment

at the manufacturers’ workstations for materials

103

procured by its clients.

7 Captive power plants Reports on optimum utilization, conceptual notes

and tender documents

6.3.8 Laboratory Services:

CMPDI has well equipped laboratories for carrying out investigations and analysis for geo-

chemical, petrography coal washability and geo-mechanical properties.

For coal and lignite characterization, CMPDI has laboratories with highly skilled manpower

and state of art equipment. The data generated by these laboratories form basis of

characterization and grading of coal in exploration, mine feasibility reports, washery design

and downstream utilization. Brief description of Laboratory Services rendered by CMPDI is

given in Table-6.3.8.

Table-6.3.8

Sl. No. Sub-heads of Services Services rendered in

1 Geo-chemical Laboratory CMPDI has been rendering services like geo-chemical

analysis like proximate & ultimate analysis, GCV

determination of coal and lignite and other special

test through microprocessor based automatic

calorimeter and analyzer.

2 Petrographic Laboratory CMPDI has been carrying out evaluation for hydro

carbons, oil shales and coal bed methane for coal

coke and source rock through sophisticated

microscopes, identifying mineral phases in coal, rocks

and metal through X-Ray diffractometer, and micro-

area analysis and cleat studies for CBM through

Scanning Electron Microscope accredited by

International Committee for Coal and Organic

Petrology (ICCP).

3 Mining Laboratory CMPDI has been determining physico-mechanical

properties of rocks for design inputs for mine

planning and other technical services and undertaking

testing of roof supports and building materials for

design support systems for underground workings.

4 Washery Laboratory CMPDI has been determining washability

characteristics of coarse, small and fine coal and

shattering & pulverized characteristics of coal for

assistance in planning and design of coal beneficiation

plants.

5 Captive power plants Reports on optimum utilization, conceptual notes and

tender documents

104

6.3.9 IT Services in Mining:

CMPDI has been gearing up itself fully to meet challenges of IT sector requisite for mining

industries as per IT implementation scheme with a view to revolutionizing mining industry

and mining operations in coming years. IT services provided by CMPDI have been tabulated

in Table-6.3.9.

Table-6.3.9

Sl. No. Services Offered to for

1 Mine communication and mine safety systems

2 Establishing internet and internet facilities

3 Real time fleet management system for large OC mines using GIS &

GPS.

4 Land information system using enterprise GIS.

6.3.10 R & D Services:

The Research & Development activities in coal and lignite are being administered through

the Scientific Advisory Committee (SSRC) with Secretary (Coal) as its Chairman. The

committee is entrusted with the task of planning, budgeting and overseeing the

implementation of R & D programme in coal and lignite sector and also for application of

research findings. And, CMPDI is the Nodal Agency to co-ordinate S & T / R & D activities in

coal and lignite sectors and assist SSRC in areas mentioned herein after.

CMPDI applied research and development in the field of mining, beneficiation, utilization,

environment, exploration, etc. serving as nodal agency for all S & T schemes funded by

Ministry of Coal and R & D schemes funded by R & D Board of CIL (constituted in August

1995).

Field oriented research projects including transfer and absorption of new technology

concerning main areas of coal research have been as follows:

• Production, productivity and safety.

• Coal beneficiation and utilization.

• Environment and Ecology.

**************************

105

Check – list

Name of the Company :- Western Coalfields Limited (WCL)

Project :- NAHERIYA UG EXPN.

S.NO Particulars Details

I. BASIC PROJECT DETAILS

1 Name of the project: NAHERIYA UG Expn.

2 Name of the Company, Address,

Telephone No. & E- mail

Western Coalfields Limited(WCL)

Coal Estate, Civil Lines, Nagpur – 440001.

Tel. 0712- 2510151 {General Manager (Env)}

e- mail – [email protected]

3 Latitude and Longitude of the project Latitude : 22016’32’’ to 22012’53’’ N

Longitude : 78057’58’’ to 78

059’30’’ E

4 If a Joint Venture, the names &

addresses of the JV partners including

their share

No

5 Details of coal linkage Thermal power plants of MPPGCL and &

Miscellaneous consumers

6 Whether the project is in the Critically

Polluted Area (CPA):

NO

7 Cost of the Project Originally as per PR - 46.1708 Crores and

additional capital (approved in Scheme) of 8.62

Crores . Total 54.79078 Crores.

8 Employment generated/to be

generated

Required Manpower for the project is 1138 (

1018 existing manpower + 120 additional man

power) Nos.(From Internal)

Indirect – Approximately 100 (contractual &

misc. Works related to Mining operations & Coal

transportation)

9 Benefits of the project This project will bridge the gap(to the extent of

the peak production capacity of the project)

between demand & supply of non – coking coal

for power houses & other bulk consumers of

Northern as well as Southern part of the country.

10 Whether new or expansion project

If Expansion

Expansion

i) From …… MT to …..MT 0.36 MTPA to 0.54 MTPA

ii) What is the % of expansion 50 %

106


11 If for expansion, whether the

application is under 7(ii) of the EIA

Notification, 2006.

Yes.

Application is as per OM dated 19.12.12 &

07.01.14

12 If expansion, please indicate the

number and date of the certified

Compliance Report of Regional Office

of the MOEF

Submitted vide letter No.

3-24/2007(ENV)/1287 dated 18.11.2015 by

Regional Office, MoEF&CC, Bhopal .

13 No. and Date of the TOR/and revised

TOR,ifany, letter issued by the MoEF

(if this is a case for EC)

NOT APPLICABLE

14 No. and Date of the EC and the

revised EC letter issued by the

MoEF(if this is a case for

reconsideration(s) being sought by

the proponent)

No.

This proposal is for expansion in production

capacity u/s 7(ii) of EIA Notification 2006 beyond

the EC capacity sanctioned vide letter

J-11015/35/2001-IA.II(M) dated 15.11.2001 in

terms of the O.M. dated 19.12.2012 &

07.01.2014.

15 If the project was considered in EAC,

Pl. give dates of the meeting (s).

NOT APPLICABLE

16 Type of Mine: ( Open

cast/Underground/mixed)

Underground

17 Capacity of mine applied for 0.54 MTPA

Expansion from 0.36 MTPA to 0.54 MTPA

18 ML Area 300.0 ha

a) As per Block Allotment 3.00 sq.km (Naheriya Goeological Block)

b) As per approved Mine Plan Total Land Area – 330.0 ha ( Mine Lease Area -

300 Ha + All rights area - 30.0 Ha)

19 Date of approval of mine plan, mine

closure plan, status& date

Scheme approval for expansion approved on

12/01/2016 by WCL

20 Date of Board’s approval: Scheme approval by WCL on 12/01/2016

21 Date of Ground water clearance: Not Applicable. As it is not falling in critical area

as per CGWA

22 Date of Mine Closure approval 28.01.2013

23 Any river/Nallah flowing adjacent to

the proposed mine. If yes, please

indicate

Gunor river, Dhankasa nallah.

II. TECHNICAL DETAILS

24 Geological Reserve:

107


i. Total geological reserve

34.259 Mt

ii. Mineable reserve

32.603 Mt

iii. Extractable reserve

12.66 Mt

iv. Percent (%) of extraction

38 %

v. Range of ground water level

Core Zone Pre -2.80 m to 6.60 m

Post -1.65 m to 6.43 m

Buffer Zone Pre - 2.00 m to 12.35 m

Post -0.70 m to 9.30 m

vi. Total estimated water

requirement:

444 KLD

25 Details of Seams:

i) No. of Seams Five

ii) Thickness of Seams to be

worked on

Seam II - 0.31m to 3.31m

Seam IV - 0.65 m to 5.04 m

iii) Grade of Coal GCV –(4420-5142) Kcal/kg

iv) Stripping Ratio > 1:19

v) Category of gaseousness Degree 1

vi) Average Gradient 1:11 to 1:18

vii) Maximum thickness of Seams S.No seam Thickness (m)

Min Max

1 V 1.19 3.31

2 IV 0.65 5.04

3 III 0.18 2.34

4 II 0.31 3.13

5 I C 0.05 3.43

6 I B 0.12 0.12

26 Method of Mining Underground mining with LHDs

27 Life of Mine 15 years

28 Whether ambient air quality seasonal

data has been documented. If so,

from which season to which season

and whether the results are within

the prescribed limits.

Yes. The mine is in operation. Fortnightly

environmental monitoring as per Existing EC is

carried out. Q.E. Sep 15 - Most of the time it is

within limits.

108


29 Whether the certificate of compliance

of earlier EC from MoEF Regional

Office has been obtained, if the

proposal is for expansion.

Yes.

Submitted vide letter No.

3-24/2007(ENV)/1287 dated 18.11.2015 by

Regional Office, MoEF&CC, Bhopal.

30 Details of O.B.

i) External OB Dumps Not Applicable Since it is a underground mine.

ii) No. of Dumps

iii) Area

iv) Height

v) Quantity

vi) Year of Backfilling

31 Details of Internal Dumps Not Applicable

i) No. of Internal Dumps

ii) Area

iii) Height

iv) Quantity

32 Details of Final Mine Void Not Applicable

i) Area

ii) Depth

33 Details of Quarry Not Applicable

i. Total quarry area :

ii. Backfilled quarry area of …..ha shall

be reclaimed with plantation

iii. A void of ….. ha at a depth of …… m

which is proposed to be converted

into a water

body

34 Land Usage

i) Pre-mining Total Area - 330 Ha

Total Mine Lease area - 300 Ha

Forest Land - 206.562 Ha

Agriculture Land - 93.438

Area under All rights (Non forest) - 30Ha

ii) Post Mining

109


iii) Core Area As given above

Details of Forest Issues

i) Total Forest Area involved (in ha)

for mining

206.562 Ha

ii) Status of Forest Clearance Forest Clearance obtained vide letter no

8-37/2000-FC dated 11.04.2001

iii) Is there any National Park, eco –

sensitive Zone within 10 km radius? If

so, give the details

No

iv) If the project is within 10 KM of

radius of the wild life sanctuary,

whether the wild life Management

Plan has been prepared and

approved. If so, pl give the status,

date of approval with the budgetary

provision.

No

v. Extent of forest land in the project

(including safety zone and all types of

forest land)

(in ha)

Forest Land - 198.20 Ha

Big Tree Forest - 8.32 Ha

v. Total forest land for which Stage-1

FC is available (give area in ha),

provide breakup

of this area in following format:

Area (in Ha) Stage-1 FC

issued vide

letter no. &

date

Validity

period of

FC

206.562 Ha Forest Clearance

was accorded

vide no.8-

37/2000-FC dated

11.04.2001

11.04.2031

( 30 Years)

vi. Balance forest land for which

Stage-1 FC is not available (give area

in ha)

Not applicable

vii. Details of wild life issues involved,

if any. If so, whether Wild Life

management plan

has been prepared and pl. indicate

the status.

Not applicable

35 Costs of the Project

i) Total Capital Cost Rs. 8.62 Crores (Additional)

ii) Cost of Production Rs 2270.68 per tonne(at 100%)

iii) Sale Price Rs. 1971 /t (Power Sector)

iv) CSR Cost Rs. 2.00 per tone

v) R&R Cost Not Involved Hence Nil Cost

vi) No. of PAFs Not Involved Hence Nil Cost

110


vii) Environmental Management

Cost

Revenue @ Rs 6.00 per tonne

36 Details of Transportation of Coal

I) In Pit Through Conveyor belt from incline to Coal

bunkers and to Stock yard

II) Surface to Siding By Tippers

III) Siding to Loading By Pay Loaders

37 Details of reclamation

a. Total Afforestation plan shall be

implemented covering an area of:

………. Ha at the end of mining. This

will include:

9 Ha includes Road, Township, around

infrastructure

i. Reclaimed external OB dump ( in ha)

:

NA

ii. internal dump (in Mcum), NA

iii. Green belt ( in ha) (Out of Total 330 ha Area, 30 Ha is under All

Rights, Plantation will be done at 09 ha Area. i.e.,

30% of All Rights Area)

iv. Density of tree plantation ( in no of

plants)

At 2500 plants per ha

v. void ( in ha) at a depth of ( in m

)which is proposed to be converted

into water body

NA

vi. Others in ha (such as excavation

area along ML boundary, along roads

and infrastructure, embankment area

and in township located outside the

lease etc).

S.N Particulars Total Area(ha)

1 Roads &

infrastructure, open

places (approx.)

9.0

III. LEGAL ISSUES

38 Pl give details, if the proposal is under

any investigation

Not Applicable

39 Any court cases pending. If so, please

provide a list with details as annexure.

Not Applicable

40 Any violation cases pending. If so,

please provide a list with details as

annexure

Not Applicable

41 Give details of actual coal production

vis-à-vis sanctioned capacity since the

inception of

mine in following format :

Year EC

sanctioned

capacity

(MTPA)

Actual

production

(MTPA)

Excess

production

beyond the

EC sanctioned

capacity

2000-01 0.36 Mt 0.0311 Mt No 2001-02 0.36 Mt 0.117 Mt No

111


2002-03 0.36 Mt 0.163 Mt No 2003-04 0.36 Mt 0.195 Mt No 2004-05 0.36 Mt 0.264 Mt No 2005-06 0.36 Mt 0.276 Mt No 2006-07 0.36 Mt 0.256 Mt No 2007-08 0.36 Mt 0.192 Mt No 2008-09 0.36 Mt 0.219 Mt No 2009-10 0.36 Mt 0.235 Mt No 2010-11 0.36 Mt 0.253 Mt No 2011-12 0.36 Mt 0.272 Mt No 2012-13 0.36 Mt 0.316 Mt No 2013-14 0.36 Mt 0.284 Mt No 2014-15 0.36 Mt 0.258 Mt No

IV. PUBLIC HEARING

42 Date and Place of public hearing: Held on 11.09.2001 at District Collectorate,

Chhindwara for the existing EC dated 15.11.2002.

43 Issues raised during Public Hearing 1. Regular monitoring of pollution levels in

Ambient Air, Mine Discharge, and Noise level.

2. Plantation along the road, siding and in open

Places and maintainence

Already covered in the existing EC.

V. CONSULTANT

44 Name of the consultant who prepared

the EIA/EMP report

Central Mine Planning and Design Institute Ltd.

(CMPDIL)

45 Whether the consultant has been

accredited by the QCI and NABL as

per the MoEF OM dated 2nd

December,2009

Yes

VI. IMG of Ministry of Coal:

46 Whether the project was considered

by the IMG of Ministry of Coal for any

irregularities. If so the no. and date of

the show cause notice and the

response of the MoC.

No

112

ANNEXURES ANNEXURE-I COMPLIANCE REPORT FROM MOEF REGIONAL OFFICE

ANNEXURE-II ATR SUBMITTED TO MOEF ANNEXURE-III ENVIRONMENTAL CLEARANCE OF 0.36 MTPA ANNEXURE-IV MINUTES OF PUBLIC HEARNING ANNEXURE-V STATUS OF CSR ACTIVITY ANNEXURE-VI SCHEME APPROVAL LETTER ANNEXURE-VII SUBSIDENCE REPORT ANNEXURE-VIII TOPO PLAN

113

114

115

116

117

118

119

120

121

Nehariya UG Mine Sub:- Action Taken Report against the Certificate of Compliance issued by Regional Office, MoEFF&CC, Bhopal vide letter 3-24/2007(ENV)/1287

dated 18/11/2015

Ref:-ECLetter No. J-11015/35/200/35/2001-I A II (M) date 15.11.2002

A. SPECIFIC CONDITIONS

S.

N

Conditions Observation of MoEF&CC Action Taken Report

1. The action plan for eco-

development measures

around the Project area

including welfare measures for

the local community should be

prepared and submitted to the

Ministry within 3 months.

These measures would be in

addition to measures

proposed in the EMP and such

measures to be undertaken

should be at least 1%of the

project cost of 46.17 crores.

PA submitted that the following

measures for the local community and

eco-development has been taken up as

Eco-Development Measures:-

1. 5000 nos. of plants have been

planted at Naheriya Complex. Nos.

of plantations has been done in

Bokai colony along both sides of the

road.

Welfare Measures:-

1. 6 nos. of Bore well / Hand Pumps

have been provided for the local

community.

2. A Stop Dam has been constructed at

GurulluNalah.

3. A Community Development Hall has

been constructed for the

recreational purposes of villagers.

4. Vocational Training has been

provided to the local youth, who are

thereafter absorbed as contractual

workers.

5. Metalled road has been constructed

The various eco-development works undertaken in the

neighbouring villages since 2003-04 to cater for

a). Improving drinking water facilities.

b). Improving roads & bridges

c). Providing assistance for community benefits

d). Assistance to education.

Total year – wise expenditure on eco-development measures

around the Project Area incurred since 2003-04 is as follows:-

Year Activity Village Expenditure

2003-04 1. Tree Plantation Bhokai 195000.00

2004-05 1. 100 m CC road Bhokai 155000.00

2005-06 1. Well

construction

Naheriya 108000.00

2. Well

Construction

Bhokai 90000.00

2006-07 1. Well

Construction

Tumdi 99000.00

2007-08 1. Stop dam Naheriya 297340.00

2. Hand-pump (4

Nos.)

Bhokai 159156.00

122

in Naheriya market to ensure safety

of villagers.

It is observed that the action plan

has not been submitted within the

time limit as such no details

headwise/year wise all expenditures

are submitted within time limit.

Not Complied.

3. 1 no. of Well (4.5

m dia and 10.5 m

depth)

Naheriya 99993.25

2008-09 1. Class Room Naheriya 279638.00

2. Community

Center

353940.00

3. Hand pump 34352.00

4. Cremation shed Bhokai 160189.00

5. G.I. Pipe line

laying

Jhurrey to

Bhokai

258300.00

2009-10 1. C.C.Road Bhokai 267703.00

2010-11 1. Boundary wall

along the cremation

shed

Bhokai 133450.00

2. 100m long / 250

mm dia pipe line

with motor

Naheriya 349000.00

3. 200 m WBM

approach road

Cremation

Place to

Jhurre Mall

Village

318000.00

2011-12 1. C.C. Road Bhokai 298000.00

2. Play ground Jhurre 194528.00

3. 1 no. of Hand-

Pump

Urdhan 19000.00

123

4. 2 nos. of Hand-

Pump

Jhurre

(Middle

School)

194000.00

5. Black Topping of

1 Km road

Jhurre village

to main basti

412000.00

6. 100 m CC road JhurreBasti

ward 3

209000.00

7. 100 m CC road Urdhan 209000.00

8. 200m CC road

and Culvert

Tumdi 469000.00

9. 400 m CC road Tumdi 1023000.00

10. 1 Km long water

pipe line and a

switch room

Bhokai 556000.00

11. Stop Dam at

Gurulla Nallah

230000.00

2012-13 1. 2 nos. of

classrooms for

school building

Rahiwada 685000.00

2. Community Hall Sajwa 721500.00

3. 100 m CC road Nutan –

Chikli Block

257000.00

4. 100 m CC road Rahiwada 311400.00

5. Culvert on river Urdhan

Dhana

584000.00

124

6. CC road

construction and

bridge repair work

Bhokai 894000.00

2013-14 1. Vocational

Training has been

provided to the local

youth

Departmenta

lly done.

2. Regular Cleaning

of wells

2014-15 1. Vocational

Training has been

provided to the local

youth

Departmenta

lly done.

2. Regular cleaning

of wells

TOTAL 10624489.25

As seen from the above the total cost on eco-development

incurred so far is 2.30% (the condition stipulates at least 1%).

It is further submitted that such eco-development works will

continue to be undertaken in the balance years also as per the felt

need of the neighboring population.

9. ETP should be installed in

township for treatment of

domestic wastes.

PA submitted that at present there are

418 Quarters in Bhokai Township, out

of which occupied Quarters are 200.

Another 78 Quarters are to be

constructed. All the residential are

provided with individual septic tank and

conventional soak pit arrangement.

Proposed construction of 78 Quarters,

In the Bokai Township, there are 418 quarters having individual

septic tank with proper designed soak pit.

The effluent from the quarters are being collected through pipes,

manhole chambers and treated in two stage as per the provision

of “ IS : 2470 (Part – 1& 2 )-1985 ‘Code of practice for design and

construction of septic tanks&secondary treatment and disposal

of septic tank effluent”

125

STP will be explored and appropriate

decisions will be taken. No ETP installed

in township for treatment of domestic

wastes.

Not Complied.

The philosophy of treatment is given below:-

• Septic tank offers a preliminary treatment of sewage prior to

final disposal. Sewage is held in these tanks for some

prescribed period during which time the suspended solids

present in the storage settle down. The settled sludge and the

supernatant liquor undergo anaerobic digestion. The digestion

results in appreciable reduction in the volume of sludge and

reduction in organic matter in the liquid.

• METHODS OF TREATMENT AND DISPOSAL OF EFFLUENT

The following methods of disposal are described in this Code:

� a) Soil absorption system,

• We have adopted the one of the universally accepted

methods.

• Soil Absorption Systems — After collecting necessary

information like soil type, percolation test and position and

nature of outfall ditches, wells, tanks or smallstreams in

the vicinityetc., the soak pit has been designed and

constructed as per the provision of “ CODE OF PRACTICE

FORINSTALLATION OF SEPTIC TANKSPART 2 SECONDARY

TREATMENT AND DISPOSALOF SEPTIC TANK EFFLUENT”

In view of the above, we have complied as per the

guidelines of IS – Codes 2470 – (Part- 1 &2 ) -1985.

126

B. GENERAL CONDITIONS.

S.N Conditions Observation of MoEF&CC Action Taken Report 13. The funds earmarked for

environmental protection

measures should be kept in

separate account and should

not be diverted for any other

purpose. Year wise

expenditure should be

reported to the Regional

Office of the ministry located

at Bhopal.

There is a separated account for the

funds earmarked for environmental

protection measures and is being

utilized and recorded for the said

purpose only. It is observed that the

details have not been submitted and

no details head wise/year wise for all

expenditures are to be submitted.

Not Complied.

Total Year wise and head wise expenditure:

Year

wise

Activity/Particulars Expenditure

2003-04 1. Tree Plantation 195000.00

2. Consent fees to MPPCB 200000.00

2004-05 1. 100 m CC road 155000.00


2005-06 1. Well construction 108000.00

2. Well Construction 90000.00


2006-07 1. Well Construction 99000.00


2007-08 1. Stop dam 297340.00

2. Hand-pump (4 Nos.) 159156.00

3. 1 no. of Well (4.5 m dia and 10.5 m

depth)

99993.25


2008-09 1. Class Room 279638.00

2. Community Center 353940.00

3. Hand pump 34352.00

4. Cremation shed 160189.00

5. G.I. Pipe line laying 258300.00


127

2009-10 1.TRANSPORT ROAD 518373.00

2.RR Drain 333638.00


2010-11 1. Boundary wall along the cremation

shed

133450.00

2. 100m long / 250 mm dia pipe line with

motor

349000.00

3. 200 m WBM approach road 318000.00


2011-12 1. C.C. Road 298000.00

2. Play ground 194528.00

3. 1 no. of Hand-Pump 19000.00

4. 2 nos. of Hand-Pump 194000.00

5. Black Topping of 1 Km road 412000.00

6. 100 m CC road 209000.00

7. 100 m CC road 209000.00

8. 200m CC road and Culvert 469000.00

9. 400 m CC road 1023000.00

10.1 Km long water pipe line and a switch

room

556000.00

11.Stop Dam at Gurulla Nallah 230000.00


2012-13 1. 2 nos. of classrooms for school building 685000.00

128

2. Community Hall 721500.00

3. 100 m CC road 257000.00

4. 100 m CC road 311400.00

5. Culvert on river 584000.00

6. CC road construction and bridge repair

work

894000.00


2013-14 1.Water sprinkling for dust suppression. 159088.00


2014-15 Water Sprinkling for dust suppression. 883662.00


2015-16 1. Consent fees to MPPCB 160000.00

Total 14091547.25

18. The Project Authorities

should advertise in at least

two local newspapers widely

circulated around the project.

One of which shall be in

vernacular language of the

locality concerned within

seven days of issue of the

clearance letter informing

that the project has clearance

Letter is available with the

SPCB and may also be seen at

Advertisement in two local

newspapers published inKranti Chakra

Parasia on 01.12.2002 and Nava

Bharat Jabalpur on 27.11.2002 which

is beyond seven days of issue of EC.

Not Complied.

EC date of letter 15.11.2002. The publication was made on 27.11.2002

i.e. delay of additional 5 days with respect to date of letter may kindly

be condoned considering the issue and receipt.

129

the website of the MOEF.

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

WCL'S MONTHLY CSR ACTIVITIES PROGRESS REPORT FOR THE MONTH OF NOVEMBER 2015 - 16 (PROVISIONAL) SL NO CSR ACTIVITIES WORK CODE AREA VILLAGE

NAME

DISTRICT Activities

Within 25

Kms/Beyond

25 Kms

Exp. In

15 -16

(Fig Rs. In

Lakhs)

SWACHH BHARAT ABHIYAN (CONSTRUCTION OF TOILETS)

5 Swachh Bharat Abhiyan (Construction of Toilets) SVA Pench Various Villages Chhindwara

Within/Beyond 25 Km 30.85

Total :- 30.85

WCL'S CSR ACTIVITIES AT A GLANCE 2014 - 15 SL NO CSR ACTIVITIES WORK CODE AREA VILLAGE

NAME DISTRICT Activities

Within 25 Kms/Beyond

25 Kms

EXP. INCURRED

2014-15(Fig. in Rs Lakhs)

HEALTH CARE 1 Hiring of Mobile Medical Van HCMMV Pench Various Villages Chhindwara Within 25 km 4.03 2 Village Medical camps HCVMC Pench Various Villages Chhindwara Within 25 km 0.26 TOTAL :- 4.29

INFRASTRUCTURE SUPPORRT (CONSTRUCTION / REPAIRS/EXTENTION) 1

Construction of Compound Wall in football ground at Daniyalson UM vidyalay CHW

INFBW Pench Shivpur Chhindwara Within 25 km 25.79

2 Const.of Boundari wall for khedapati mandir ward no 17 at parasiya

INFBW Pench Kundala Kala Chhindwara Within 25 km 4.31

3 Construction of Boundary wall at Bagalamukhi Mandir Jatajhapar

INFBW Pench Patha Chhindwara Within 25 km 1.31

4 const.of choupal at gayatri mandir Shivpuri INFCBT/CPL Pench Kohka Chhindwara Within 25 km 1.08 5 const.of choupal at sai mandir Shivpuri INFCBT/CPL Pench Khanswada Chhindwara Within 25 km 1.06

6 const.of choupal at near mata mandir panchayt Khajari antu.

INFCBT/CPL Pench Bhamada Chhindwara Within 25 km 1.10

7 const.of choupal at Bijagora INFCBT/CPL Pench Chandmeta Chhindwara Within 25 km 1.10 8 const.of choupal at Mata mandir at Apatara INFCBT/CPL Pench Shivpuri Chhindwara Within 25 km 1.10 9 const.of choupal at choupan tekadi,panchyayt INFCBT/CPL Pench Khairanji Chhindwara Within 25 km 1.10

170




25 Kms

EXP. INCURRED


Dabak

10 Construction of Chabutra at Garha Tola Parasiya Village

INFCBT/CPL Pench Garha Tola Chhindwara Beyond 25 Km 0.49

11 Construction of Chabutra at karapatha Village INFCBT/CPL Pench Karapatha Chhindwara Beyond 25 Km 0.49

12 Construction of Community Building at Bhamori Village

INFCH Pench Mankadeyikala Chhindwara Within 25 km 3.41

13 Const.of community building at Hirwadi, gram panchyat chandameta-kala

INFCH Pench Mankadeyikala Chhindwara Within 25 km 5.50

14 Construction of Community Building at Pounar Village

INFCH Pench Pounari Chhindwara Beyond 25 Km 8.24

15 Fencing of Masahanghat near Bhujliya Nalah,Eklehara

INFCMT Pench Parasia Chhindwara Within 25 km 1.84

16 Construction of Puliya at Barsa Grampanchayat, Ghogari

INFDM/BDG Pench Khajari Chhindwara Within 25 km 2.39

17 const.of pulliya at Sawaldhana INFDM/BDG Pench Hirwadi Chhindwara Within 25 km 5.50 18 const.of pulliya at Pendonala , Kohka INFDM/BDG Pench Kachram Chhindwara Within 25 km 5.81

19 Construction of Pulliya at nera PWD rest house, Gram khapa, Harrai

INFDM/BDG Pench Haraai Chhindwara Beyond 25 Km 5.50

20 Construction of 200 Mtr. Cement Drainage at Lahegdua

INFDRN Pench Lahegdua (Tamiya

Block) Chhindwara Beyond 25 Km 4.34

21 Providing and laying Paver blocks at Barkuhi Masjid

INFOW Pench Bijagora Chhindwara Within 25 km 5.58

22 Construction of Swagat/Pravesh Dwar at Khanswada

INFOW Pench Laminiya Chhindwara Within 25 km 2.15

23 Development of Indira Gandhi Stadium at Chhindwara City ,MP

INFOW Pench Madai Chhindwara Within 25 km 18.47

24 Development and fencing of inner(Hockey)ground of Danielson college

INFOW Pench Chhindwara City Chhindwara Beyond 25 Km 1.32

25 Const.of 100 Mtr.cement concrete road at ward no.10,kundali kala near hanuman mandir

INFRDCC Pench Apatara Chhindwara Within 25 km 3.47

26 Construcdtion of 100 Mtr C.C road near Bhujliya Nalah upto Mashanghat

INFRDCC Pench Shivpuri Chhindwara Within 25 km 3.55

171




25 Kms

EXP. INCURRED


27 Const.of 100 Mtr.cement concrete road at ward no.2,patha

INFRDCC Pench Malpipariya Chhindwara Within 25 km 3.51

28 Const.of 100 Mtr.cement concrete road at Mankadeyikala

INFRDCC Pench Bararia Chhindwara Within 25 km 3.69

29 Const.of 100 Mtr.cement concrete road at Tumdi INFRDCC Pench Khedapati Chhindwara Within 25 km 3.47

30 Const.of 100 Mtr.cement concrete road at Chandmeta Masjid

INFRDCC Pench Choupan Tekadi Chhindwara Within 25 km -0.91

31 Const.of 100 Mtr.cement concrete road at Khairychietu

INFRDCC Pench Thisgoura Chhindwara Within 25 km 3.63

32 Const.of 100 Mtr.cement concrete road at Gayagohan-semardhana,gram panchayt Satnur

INFRDCC Pench Darbai Chhindwara Within 25 km 3.47

33 Const.of 100 Mtr.cement concrete road at Mankadeyi-khurd

INFRDCC Pench Khairychitu Chhindwara Within 25 km 3.47

34 Const.of 100 Mtr.cement concrete road at Zubrebasti ward no 2,panchayt zubremal

INFRDCC Pench Sahapani Chhindwara Within 25 km 3.54

35 Const.of 100 Mtr.cement concrete road at Tanda,gram panchayt Baghbadhiya

INFRDCC Pench Gayagohan semardhana

Chhindwara Within 25 km 3.56

36 Const.of 100 Mtr.cement concrete road at Baddi,panchayat Lohari-Bandari

INFRDCC Pench Zubrebasti Chhindwara Within 25 km 3.47

37 Const.of 100 Mtr.cement concrete road at Ghagartalai,gram panchayt Talpipariya

INFRDCC Pench Nehariya Chhindwara Within 25 km 3.47

38 Construction of 100 Mtr Cement Concrete road at Palani Village,

INFRDCC Pench Palani Chhindwara Beyond 25 Km 3.38

39 Construction of 100 Mtr. Cement Concrete road at Simariya Village

INFRDCC Pench Simariya Chhindwara Beyond 25 Km 3.41

40 Construction of 200 Mtr Cement Concrete road at Umri Village(100 Mtr done)

INFRDCC Pench Umri Chhindwara Beyond 25 Km 3.42

41 Connstruction of 200 Mtr Cement Concrete road at Chinda Village

INFRDCC Pench Chinda Chhindwara Beyond 25 Km 3.44

42 Construction of 200 Mtr Cement Concrete road at Gval Mohalla,

INFRDCC Pench Gval Mohalla Chhindwara Beyond 25 Km 3.39

43 Construction of 200 Mtr Cement Concrete road INFRDCC Pench Balidhana Chhindwara Beyond 25 Km 3.40

172




25 Kms

EXP. INCURRED


at Balidhana Village

44 Construction of 100 Mtr. Cement Concrete road at Pounari Village

INFRDCC Pench Pounari Chhindwara Beyond 25 Km 3.41

45 Construction of 100 mtr cement concrete road at Hatoda.

INFRDCC Pench Hatoda Chhindwara Beyond 25 Km 3.41

46 200 Mtr. Cement Concrete Road at Rajadi Pipla INFRDCC Pench Rajadi Pipla

(Sausar Block) Chhindwara Beyond 25 Km 4.39

47 300 Mtr. Cement Concrete Road at Gram Navegaon Udasi

INFRDCC Pench Navegaon Udasi

(Mohkhed Block) Chhindwara Beyond 25 Km 5.03

48 200 Mtr CC road at Navegaon Udasi INFRDCC Pench Navegaon Udasi


49 100 Mtr. Cement Concrete Road at Gaidhane House to Mata Mandir

INFRDCC Pench Mohkhed


50 200 Mtr. Cement Concrete Road at Tansra, G.P Tansramal

INFRDCC Pench Tansra (Mohkhed


51 200 Mtr. Cement Concrete Road from Main road to High School in Ner Gram

INFRDCC Pench Ner (Chhindwara


52 100 Mtr. Cement Concrete Road from Sukiyara House to Rambhrosh House at Kuhiya

INFRDCC Pench Kuhiya

(Chhindwara Block)

Chhindwara Beyond 25 Km 2.75

53 100 Mtr. Cement Concrete Road from Hariprasad Viswakarma House to Bazar Chouk at Kuhiya

INFRDCC Pench Kuhiya

(Chhindwara Block)


54 100 Mtr. Cement Concrete Road at Ajaniya Gram

INFRDCC Pench Ajaniya

(Chhindwara Block)


55 200 Mtr. Cement Concrete Road at Khapa Khurd Gram

INFRDCC Pench Khapa Khurd

(Tamiya Block) Chhindwara Beyond 25 Km 5.08

56 200 Mtr. Cement Concrete Road at Gram Tamiya

INFRDCC Pench Tamiya (Tamiya


57 100 Mtr. Cement Concrete Road at Mendki INFRDCC Pench Mendki (Harrai


173




25 Kms

EXP. INCURRED


58 100 Mtr. Cement Concrete Road at Banjara Tola

INFRDCC Pench Banjara Tola

(Harrai Block) Chhindwara Beyond 25 Km 4.99

59 100 Mtr. Cement Concrete Road at Muarkala INFRDCC Pench Muarkala (Harrai


60 100 Mtr. Cement Concrete Road at Matiya INFRDCC Pench Matiya (Harrai


61 100 Mtr. Cement Concrete Road at Sejwada INFRDCC Pench Sejwada (Harrai


62 100 Mtr. Cement Concrete Road at Karapata INFRDCC Pench Karapata (Harrai


63 100 Mtr. Cement Concrete Road at Baratmari INFRDCC Pench Baratmari (Harrai


64 200 Mtr. Cement Concrete Road to Adiwasi Gram Dhana Road

INFRDCC Pench Adiwasi Gram

Dhana (Sausar Block)


65 300 Mtr. Cement Concrete Road at Kadaiya INFRDCC Pench Kadaiya (Sausar


66 150 Mtr. Cement Concrete Road at Bilanda Gram

INFRDCC Pench Bilinda (Chourai


67 100 Mtr. Cement Concrete Road at Samaswada Gram

INFRDCC Pench Samaswada

(Chourai Block) Chhindwara Beyond 25 Km 5.03

68 100 Mtr. Cement Concrete Road at Moghar gaon INFRDCC Pench Moghargaon


69 100 Mtr. Cement Concrete Road at Gohargaon INFRDCC Pench Gohargaon


70 100 Mtr. Cement Concrete Road at Ghogri Gram INFRDCC Pench Ghogri

(Amarwada Block) Chhindwara Beyond 25 Km 4.99

71 100 Mtr. Cement Concrete Road at Diwangaon Basti

INFRDCC Pench Diwangaon


72 100 Mtr. Cement Concrete Road at Bajrang Dhana Gram

INFRDCC Pench Bajrang Dhana


73 100 Mtr. Cement Concrete Road at Semrapura INFRDCC Pench Semrapura Chhindwara Beyond 25 Km 4.95

174




25 Kms

EXP. INCURRED


Gram (Amarwada Block)

74 100 Mtr. Cement Concrete Road at Dungaria Raiyat

INFRDCC Pench Dungariya Raiyat


75 const.of rang manch at Musadevi INFRGM Pench Mahavirdhana Chhindwara Within 25 km 0.88

76 const.of rang manch at Jhurremal Hanuman Mandir

INFRGM Pench Newton Chhindwara Within 25 km 1.65

77 const.of rang manch at Darbai Bajrang Mandir INFRGM Pench Barkuhi Chhindwara Within 25 km 1.65 78 const.of rang manch at Shiv Puri High School INFRGM Pench Eklehara Chhindwara Within 25 km 1.52

79 const.of rang manch at Durga Mandir ,Bazar Chowk Parasia

INFRGM Pench Parasia Chhindwara Within 25 km 1.65

80 const.of rang manch at Khairanji, panchyat Harai INFRGM Pench Haranbhata Chhindwara Within 25 km 1.79

81 const.of rang manch at nagadev chowk, panchyat Mankadeyikala

INFRGM Pench Barsa Chhindwara Within 25 km 1.62

82 const.of rang manch at Bhamada INFRGM Pench Nagalwadi Chhindwara Within 25 km 1.55

83 const.of rang manch at Kachram,panchyat Bijakwada

INFRGM Pench Deoridhana Chhindwara Within 25 km 1.44

84 const.of rang manch at Laminiya, panchyat Sindarai guryyathar

INFRGM Pench Tigara Chhindwara Within 25 km 1.65

85 const.of rang manch at Madae INFRGM Pench Jatajhapar Chhindwara Within 25 km 1.77

86 const.of rang manch at Nehariya,panchayat uradhan

INFRGM Pench Chhindwara City Chhindwara Within 25 km 1.27

87 const.of rang manch at khedapati mandir Mandala

INFRGM Pench Bhamori Chhindwara Within 25 km 1.65

88 const.of rang manch at Thisgoura,panchayat Tendukheda

INFRGM Pench Barkui Chhindwara Within 25 km 1.65

89 const.of rang manch at Lohari-bandari INFRGM Pench Chhindwara City Chhindwara Within 25 km 1.65 90 Const.of rangmunch at Dhamodi Durga Mandir INFRGM Pench Various Villages Chhindwara Within 25 km 1.51

91 Construction of Stage (Rangmanch) at Tinsai Village

INFRGM Pench Tinsai Chhindwara Beyond 25 Km 1.62

92 Construction of Stage ( Rangmanch )at Chinda school Dhana

INFRGM Pench Chinda Chhindwara Beyond 25 Km 1.71

93 Construction of Stage at Pounari Village INFRGM Pench Pounari Chhindwara Beyond 25 Km 1.57

175




25 Kms

EXP. INCURRED


94 Construction of community hall at Village Sonapur, Block Amarwada of Pench Area

INFCH Pench Sonapur Chhindwara Beyond 25 Km 7.18

95 Construction of community hall at Village Swami-Sallaiya Block Harrai of Pench Area

INFCH Pench Swami sallaiya Chhindwara Beyond 25 Km 1.47

96 Construction of community hall at Village Jamunia, Block Harrai of Pench Area

INFCH Pench Jamunia Chhindwara Beyond 25 Km 6.89

97 Construction of community hall at Village Nandanwadi of Ammarwada Block Pench Area

INFCH Pench Nandanwadi Chhindwara Beyond 25 Km 7.27

98 Construction of Cement Concrete Road 600 Mtrs from Mohan Colliery to Hinglaj Main road. Village Ambada

INFRDCC Pench Ambada Chhindwara Within 25 km 1.99

99 Const. of Rang Manch under CSR at Village Pati Pathara, Ghogartola (Dharmi) and Gorpani of Harrai Block under Pench Area (4th Call)

INFRGM Pench Pati, Pathara,

Ghogartola(Dharmi) & Gorpani


100 Construction of Manch at village Chikhlibala, Chandan Gaon, Dungaria Raiat And Ghugarla Kala of Amarwada Block of Pench Area Parasia

INFRGM Pench

Chikhibala,Chandan Gaon, Dungaria Raiat & Ghugarla

Kala


TOTAL :- 362.30

101 MISCELLENIOUS 102 Recovery of Advance Payment of NBCC MISC Pench Hatoda Chhindwara Beyond 25 Km -26.00

TOTAL :- -26.00

SPORTS AND CULTURAL 103

Construction of Compound Wall to Play ground at Mehalon

SCOW Pench Mehalon Chhindwara Beyond 25 Km 10.95

TOTAL :- 10.95

WATER SUPPLY AND DRINKING WATER 104 Bor handpump 1 nos. at Bijagora WSHP Pench Various Villages Chhindwara Within 25 km 1.00 105 Bor handpump 2 nos. at mahavir WSHP Pench Various Villages Chhindwara Within 25 km 2.05

176




25 Kms

EXP. INCURRED


dhana,panchyayt Umareth 106 Provision of bor or hand pump at Hatoda WSHP Pench Hatoda Chhindwara Beyond 25 Km 2.15

TOTAL :- 5.20

GRAND TOTAL :- 356.74

WCL'S CSR ACTIVITIES AT A GLANCE 2013 - 14 SL NO

CSR ACTIVITIES WORK CODE AREA

VILLAGE NAME

DISTRICT

Activities Within 25

Kms/Beyond 25 Kms

EXP.INCURRED IN 13-

14(Fig.in Rs Lakhs)

HEALTH CARE 1 Mobile medical camp HCMMV Pench Crusader Chhindwara Within 25 Km 5.87

2 Medical Camps HCVMC Pench Jhurremal

Hanuman Mandir Chhindwara Within 25 Km 0.48

TOTAL :- 6.35

INFRASTRUCTURE SUPPORRT (CONSTRUCTION / REPAIRS/EXTENTION) 3

Construction of Boundary wall at Bagalamukhi Mandir Jatajhapar

INFBW Pench Patha Chhindwara Within 25 Km 1.92

4 Construction of Community Building at Bhamori Village

INFCH Pench Mankadeyikala Chhindwara Within 25 Km 4.73

5 Construction of Puliya at Barsa Grampanchayat, Ghogari

INFDAM/BDG

Pench Khajari Chhindwara Within 25 Km 3.49

6 Development and fencing of inner(Hockey)ground of Danielson college

INFOW Pench Danielson college Chhindwara Beyond 25 Km 11.73

7 Const.of 100 Mtr.cement concrete road at nagalwadi ward no 20 ,Jaganadhoh

INFRDCC Pench Sawaldhana Chhindwara Within 25 Km 3.62

177



VILLAGE NAME

DISTRICT


Kms/Beyond 25 Kms

EXP.INCURRED IN 13-

14(Fig.in Rs Lakhs)

8 Const.of 100 Mtr.cement concrete road at Gularkhapa,gram panchayt Nimkuhi

INFRDCC Pench Gourpani Chhindwara Within 25 Km 3.62

9 Const.of 100 Mtr.cement concrete road at ward no .3 Newton

INFRDCC Pench Khaswada Chhindwara Within 25 Km 3.66

10 Const.of 100 Mtr.cement concrete road at Bijagora INFRDCC Pench Tanda Chhindwara Within 25 Km 3.58 11 Const.of 100 Mtr.cement concrete road at Khaswada INFRDCC Pench Mankadeyi-Khurd Chhindwara Within 25 Km 3.57

12 Construction of 100 Mtr. Cement Concrete road at Ward No. 2, Main road Shanta Kutty house, Barkui Grampanchayat

INFRDCC Pench Bijagora Chhindwara Within 25 Km 3.51

13 Const.of 100 Mtr.cement concrete road at Haranbhata INFRDCC Pench Lohari-Bandari Chhindwara Within 25 Km 3.64

14 Const.of 100 Mtr.cement concrete road at High School Marg Bararia

INFRDCC Pench Tumdi Chhindwara Within 25 Km 3.67

15 Const.of 50 Mtr.cement concrete road at Tigara INFRDCC Pench Baddi Chhindwara Within 25 Km 1.77

16 Construction of 100 Mtr. Cement Concrete road at Ward No. 10, Barkui Grampanchayat

INFRDCC Pench Bijagora Chhindwara Within 25 Km 3.52

17 Const.of 100 Mtr.cement concrete road at Malpipariya,gram panchayt Apatara

INFRDCC Pench Ghagartalai Chhindwara Within 25 Km 3.65

18 Const.of 100 Mtr.cement concrete road at mandali(chakkidhana),panchyat Mandala

INFRDCC Pench Mandali Chhindwara Within 25 Km 3.60

19 const.of rang manch at Musadevi INFRGM Pench Mahavirdhana Chhindwara Within 25 Km 2.09

20 Construction of community hall at Lahgadua block Chhindwara under CSR at Pench Area

INFCH Pench Lahgadua Chhindwara Within 25 Km 1.87

21 Construction of community hall at Sarra Village Block Chhindwara under CSR at Pench Area

INFCH Pench Sarra Chhindwara Within 25 Km 4.59

22 Construction of community hall at Village Mandan Garh, Block Amarwada of Pench Area

INFCH Pench MandanGarh Chhindwara Beyond 25 Km 7.56

23 Construction of community hall at Village Swami-Sallaiya Block Harrai of Pench Area

INFCH Pench Swami sallaiya Chhindwara Beyond 25 Km 5.66

24 Construction of cremation Shed/place at Batkakhapa Village under Harri Block under CSR at Pench Area

INFCMT Pench Batkakhapa Chhindwara Beyond 25 Km 1.56

25 Construction of cremation place at Rangeen Khapa under Chhinwada Block.

INFCMT Pench Rangeen Khapa Chhindwara Beyond 25 Km 1.75

178



VILLAGE NAME

DISTRICT


Kms/Beyond 25 Kms

EXP.INCURRED IN 13-

14(Fig.in Rs Lakhs)

26 Construction of 200 metre drain at Chhindwara from the house of Gangai Budhdhu to the house of Sukhram under CSR of Pench Area

INFDRN Pench Chhindwara Chhindwara Beyond 25 Km 1.75

27 Construction of 100 meter cement concrete road at Indira Awas of Chhindwara Block of Pench Area

INFRDCC Pench Indira Awas Chhindwara Within 25 Km 2.30

28 Construction of 100 meter cement concrete road at Barahhira of Amarwada Block of Pench Area

INFRDCC Pench Barahhira Chhindwara Beyond 25 Km 0.68

29 Construction of 100 mtr. cement concrete road at Pipriyamanu of Amarwada Block at Pench Area

INFRDCC Pench Pipriyamanu Chhindwara Beyond 25 Km 0.55

30 Construction of 100 meter cement concrete road at Jhirlinga of Chhindwara Block of Pench Area

INFRDCC Pench Jhirlinga Chhindwara Beyond 25 Km 0.10

31 Construction of 100 meter cement concrete road at Berban of Amarwada Block of Pench Area

INFRDCC Pench Berban Chhindwara Beyond 25 Km 2.87

32 Construction of 100 metre cement concrete road at Bamhanwada Village of Amarawada Block of Pench Area

INFRDCC Pench Bamhanwada Chhindwara Beyond 25 Km 3.12

33 Construction of 100 mtr. cement concrete road at Gadawara Village of Amarawada block of Pench Area.

INFRDCC Pench Gadawara Chhindwara Beyond 25 Km 3.11

34 Construction of 100 Mtr. cement concrete road at village Baghi of Harrai Block under CSR at Pench Area Parasia

INFRDCC Pench Baghi Chhindwara Beyond 25 Km 3.12

35 Construction of Cement Concrete Road 425 Mtrs at Village Ambada.

INFRDCC Pench Ambada Chhindwara Within 25 Km 10.23

36 Construction of Cement Concrete Road 600 Mtrs from Mohan Colliery to Hinglaj Main road. Village Ambada

INFRDCC Pench Ambada Chhindwara Within 25 Km 14.14

37 Construction of Cement Concrete Road 600 Mtrs. & 150 Mtrs Ward no. 5,12,13,14, &20 at Grampanchayata Rawanwara Block parasia

INFRDCC Pench Rawanwara Ward No. 5,12,13,14,&

15 Chhindwara Within 25 Km 22.13

38 Construction of 350 Mtr Cement Concrete Road at Ward no. 14 Sanjay Rai House to Old Rly Station at

INFRDCC Pench Barkui Ward no.

14 Chhindwara Within 25 Km 7.55

179



VILLAGE NAME

DISTRICT


Kms/Beyond 25 Kms

EXP.INCURRED IN 13-

14(Fig.in Rs Lakhs)

Barkui

39 Constrtuction of 425 Cement Concrete road from Chandametta Kabristhan to Newton By Pass road under CSR at Pench Area

INFRDCC Pench Chandamenta Chhindwara Within 25 Km 9.63

40 Construction of 100 cement concrete road each at village Bansuri Kala, Burena Chatti and Karer of Harrai Block under CSR at Pench Area Parasia

INFRDCC Pench Basurikala,Burena

Chatti, Karer Chhindwara Beyond 25 Km 0.35

41 Construction of 100 mtr. cement concrete road at each village Kachanara and Khantara of Harrai Block under CSR at Pench Area Parasia

INFRDCC Pench Kachanara, Khantara


42 Construction of 100 Mtrcement concrete road each at village Tinasi, Charu Dhana and Khirda (Harrai Block) under CSR at Pench Area Parasia

INFRDCC Pench Tinasi, Charu

Dhana & Khirda Chhindwara Beyond 25 Km 9.25

43 Construction of 100 Mtr cement concrete road each at village Madai, Bargi and Bani of (Harrai Block) under CSR at Pench Area Parasia

INFRDCC Pench Madai,Bargi,&Ban

i Chhindwara Beyond 25 Km 9.40

44 Construction of Rang Manch at Chandan Gaon Housing Board Colony of Chhindwara against CSR Activity of Pench Area” (Retender)

INFRGM Pench Chandangaon Chhindwara Within 25 Km 1.73

45 Construction of Rang Manch at Barabone ( Rajdhana) village of Harrai Block Parasia

INFRGM Pench Barabone (Rajdhana


46 Construction of Rang Manch under CSR at village Dhokhera Harrai Block of Pench Area Parasia

INFRGM Pench Dhokhera Chhindwara Beyond 25 Km 1.79

47 Construction of Rang Manch at village Pipariya Ghumani, Bandra, Kubai and Ghabai of Amarwada Block of Pench Area Parasia

INFRGM Pench Pipariya, Ghumani, Bandram Kubai &

Ghabai Chhindwara Beyond 25 Km 0.86

48 Construction of Manch at village Jhungawara, Dulara, Barahdhana and Chargaon of Amarwada Block of Pench Area Parasia

INFRGM Pench

Jhungawara, Dulara,

Barahdhana & Chargaon


49 Construction of Manch at village Babutola, Seja and Dhada of Amarada Block of Pench Area Parasia

INFRGM Pench Babutola, Seja &

Dhada Chhindwara Beyond 25 Km 2.20

180



VILLAGE NAME

DISTRICT


Kms/Beyond 25 Kms

EXP.INCURRED IN 13-

14(Fig.in Rs Lakhs)

50 Construction of Rangh Manch at village Babai, Gadachota, Diwangaon of Amarwada Block of Pench Area Parasia

INFRGM Pench Babai,

Gadachota,Chimou,


51

Construction of Rang Manch under CSR at village Hadai, Ojhal dhana (Kareli) and Chilak Harrai Block of Pench Area Parasia INFRGM Pench

Hadai, Ojhal Dhana, & Chilak


52 Const. of Rang Manch under CSR at Village , Dendu, Chorasi, Dungaria of Harrai Block under Pench Area INFRGM Pench

dendu, Chorasi, Dungaria


53

Construction of Rang Manch under CSR at Village Barsalia (Mahulkuhi), Nabalpur (Haranbhata), Bhond (Khotapani) and Siajhiri (Kokarpani) of Harrai Block under Pench Area

INFRGM Pench Barsalia, Nabalpur, Bhond & Siajhiri


54 Const. of Rang Manch under CSR at Village Pati Pathara, Ghogartola (Dharmi) and Gorpani of Harrai Block under Pench Area

INFRGM Pench Pati, Pathara,

Ghogartola(Dharmi) & Gorpani


55 Construction of Manch at village Tednimal and Bhajia of Amarwada Block of Pench Area Parasia

INFRGM Pench Tednimal &Bhajia Chhindwara Beyond 25 Km 3.65

56

Const. of Rang Manch under CSR at Village Tuipani (Partapur), Gadagad (Mudia) Tendu Khera (Patania), Bhaisakala (Paradbhata) of Harrai Block under Pench Area

INFRGM Pench

Tuipani, Tendukhera

,Gadagad,Bhaisakala


57 Construction of Manch at village Mohalibharat, Chui, Badela khami and Kekra of Amarwada Block of Pench Area Parasia

INFRGM Pench Mohalibharat,Chui,

Badela Khami & Kekra


58 Const. of Rang Manch under CSR at Village Digdahar, Nikahi, Pandu and Balusar (Chilak) of Harrai Block under Pench Area

INFRGM Pench Digdhar, Nikahi,

Pandu & Balusar(Chilak)


59 Const. of Rang Manch under CSR at village surala, Khapa, Khirkatala (Basuriakala) and Jhanda (Kokanpat) of Harari Block under Pench Area

INFRGM Pench Surala, Khapa, Khirkatala &

Jhanda Chhindwara Beyond 25 Km 6.76

181



VILLAGE NAME

DISTRICT


Kms/Beyond 25 Kms

EXP.INCURRED IN 13-

14(Fig.in Rs Lakhs)

(Retender)

60 Construction of Manch at village Chikhlibala, Chandan Gaon, Dungaria Raiat And Ghugarla Kala of Amarwada Block of Pench Area Parasia

INFRGM Pench

Chikhibala,Chandan Gaon, Dungaria Raiat & Ghugarla

Kala


TOTAL :- 257.63

MISCELLENIOUS 61 Advance to NBCC MISC Pench

Jhurremal Hanuman Mandir

Chhindwara Within 25 Km 50.75

TOTAL :- 50.75 GRAND TOTAL :- 314.73

WCL'S CSR ACTIVITIES AT A GLANCE 2012 - 13 SL NO NAME OF CSR ACTIVITY CODE Area VILLAGE

NAME District ACTIVITIES

WITHIN /BEYOND 25

Kms.

EXP. INCURRED IN 2012-13(Fig.in

Rs Lakhs)

EDUCATION 1

Const. Of 2 no. Class room for school building at Rahiwada village

EDNCR Pench Rahiwada Chhindwara Within 25 Km 6.85

TOTAL :- 6.85

HEALTH CARE

2 Construction of culvert on the river at Urdhan Dhana village under Nehariya Sub Area

INF CVT/ RP Pench Urdhan Dhana


3 Construction of hume pipe culvert in between Chandametta to INF CVT/ RP Pench Bhamori Chhindwara Within 25 Km 2.82

182



WITHIN /BEYOND 25

Kms.


Rs Lakhs) Bhamori road under CSR work, Pench Area

4 Const. Of 200 meter boundary wall for Sports field at Chhawadi kala.

INFBW Pench Chhawadi

Kala Chhindwara Within 25 Km 4.91

5 Const. Of Community hall at Sonapapari village INFCH Pench Sonapapri Chhindwara Within 25 Km 6.19 6 Const. Of community hall at Ridhora Village INFCH Pench Righora Chhindwara Within 25 Km 5.17 7 Const. of waiting hall at cremation place at EDC INFCMT Pench EDC Chhindwara Within 25 Km 2.45 8 Const. Of cement concret pavement at Umarhar village INFOW Pench Umarhar Chhindwara Within 25 Km 11.99 9 Const. Of 100 mtr. CC road at Dighawani INFRDCC Pench Dighawani Chhindwara Within 25 Km 3.07 10 Const. Of 100 mtr. CC road at Baghbardia village INFRDCC Pench Baghbardia Chhindwara Within 25 Km 2.98 11 Const. Of 100 mtr. CC road at Sahpani village INFRDCC Pench Sahpani Chhindwara Within 25 Km 0.13 12 Const. Of 150 mtr. CC road at Darbai village INFRDCC Pench Darbai Chhindwara Within 25 Km 3.54 13 Const. Of 100 mtr. CC road at Tendukheda village. INFRDCC Pench Tendukheda Chhindwara Within 25 Km 3.12 14 Const. Of 100 mtr. CC road at Marai village INFRDCC Pench Marai Chhindwara Within 25 Km 2.90

15 Const. Of CC road Ward No. 6 to Nagar Palika School.Parasia

INFRDCC Pench Parasia Chhindwara Within 25 Km 5.19

16 Const. Of CC road Ward No.11 Newton Chikhli INFRDCC Pench Newton Chikhli


17 Const, of 200 mtr. CC road from the house of Kundan to the house of Ibrahim, Eklehra. Ward No. 6

INFRDCC Pench Eklehra Chhindwara Within 25 Km 0.12

18 Const.of 100 mtr. CC road at Bhajipani, Parasia. INFRDCC Pench Bhajipani Chhindwara Within 25 Km 3.15

19 Construction of cement concrete road under CSR for Ridhora Village under Pench Area.

INFRDCC Pench Ridhora Chhindwara Within 25 Km 5.46

20 Construction of 100 mtrs cement concrete road at Chhitri Village under CSR. Pench Area

INFRDCC Pench Chhitri Chhindwara Within 25 Km 3.21

21 Const. Of C.C. Road railway track to Mata Mandir ward no.17

INFRDCC Pench Ward No. 17 Chhindwara Within 25 Km 9.46

22 Const. Of 200 meter C.C. Road at ward no.3 main road to Hanuman Mandir Ambara

INFRDCC Pench Ambara Chhindwara Within 25 Km 4.35

23 Construction of cement concrete road at Bhamori Village under CSR head Pench Area

INFRDCC Pench Bhamori Chhindwara Within 25 Km 4.98

24 Construction of 60 mtr. cement concrete road at Newton by INFRDCC Pench Jatachapper Chhindwara Within 25 Km 2.26

183



WITHIN /BEYOND 25

Kms.


Rs Lakhs) pass road at Jatachapper under CSR work at Pench Area

25 Construction of cement concrete road from PWD main road Chandametta to Ravishankar Vishwakarma ward no.5 at Newton, Pench Area

INFRDCC Pench Vishwakarma Ward No. 5


26 Construction of cement concrete road from the house of Shri Ganesh to Shri Sanjay Dehariya ward no. 2 at Newton under CSR at Pench Area Parasia

INFRDCC Pench Newton Ward

No. 2 Chhindwara Within 25 Km 4.28

27 Construction of 100 mtrs cement concrete road at Shivpuri Village under Shivpuri Sub Area

INFRDCC Pench Shivpur Chhindwara Within 25 Km 2.73

28 Tarring of approch road at Sirgora village INFRDWBM Pench Sirgora Chhindwara Within 25 Km 6.32

29 Const. Of C.C Road Newton Jatachhapa by pass road with protection wall at Newton under CSR at Pench Area.

INFRDWBM Pench Newton Chhindwara Within 25 Km 3.21

30 Construction of Chabutra at Karaghat Chota Village Chhindwara Blockunder CSR Activity of Pench Area.

INFCBT/CPL Pench Karaghat

Chota Chhindwara Within 25 Km 0.86

31 Construction of Chabutra at Thuniya Bhand Village Chhindwara Block under CSR Activity of Pench Area

INFCBT/CPL Pench Thuniya Bhand


32 Construction of Chabutra at Matkuli Village Chhindwara Block under CSR Activity of Pench Area

INFCBT/CPL Pench Matkuli Chhindwara Within 25 Km 0.84

33 Construction of Chabutra at Village Matkuli Chhindwara Block under CSR Activity of Pench Area

INFCBT/CPL Pench Matkuli Chhindwara Beyond 25 Km 0.93

34 Construction of community hall at Lahgadua block Chhindwara under CSR at Pench Area

INFCH Pench Lahgadua Chhindwara Within 25 Km 5.37

35 Construction of community hall at Sarra Village Block Chhindwara under CSR at Pench Area

INFCH Pench Sarra Chhindwara Within 25 Km 3.81

36 Construction of community hall at Village Bargi Block Harrai of Pench Area

INFCH Pench Bargi Chhindwara Beyond 25 Km 7.24

37 Construction of community hall at Village SAJWA, Block Amarwada of Pench Area

INFCH Pench Sajwa Chhindwara Beyond 25 Km 7.22

38 Construction of community hall at Village Mandan Garh, Block Amarwada of Pench Area

INFCH Pench MandanGarh Chhindwara Beyond 25 Km 1.83

39 Providing barbed wire fencing for Mokhsdham at Harrai INFCMT Pench Harrai Chhindwara Beyond 25 Km 2.28

184



WITHIN /BEYOND 25

Kms.


Rs Lakhs) block under CSR at Pench Area.

40 Construction of Drain at Sonpur of Chhindwara Block under CSR Activity Pench Area

INFDRN Pench Sonpur Chhindwara Within 25 Km 2.22

41 Construction of Drain at Karaboh of Chhindwara Block under CSR Activity Pench Area

INFDRN Pench Karaboh Chhindwara Within 25 Km 2.22

42 Construction of drain at Malhanwara Bharia Mohalla of Chhindwara block under CSR at Pench Area

INFDRN Pench Malhanwara

Bharia Chhindwara Within 25 Km 1.90

43 Construction of Drain at Jhanda of Chhindwara under CSR at Pench Area.

INFDRN Pench Jhanda Chhindwara Within 25 Km 1.41

44 Construction of drain from the house of Shri Sadan to house of Shri Prakash Sahu at Imlikhera Sadan at Chhindwara under CSR at Pench Area

INFDRN Pench Imlikhera

Sada Chhindwara Within 25 Km 2.65

45 Construction of drain at Soma dhana at Chhindwara Block under CSR Activity of Pench Area

INFDRN Pench Soma Dhana Chhindwara Within 25 Km 2.37

46 Construction of 100 metre cement concrete road at Thuniya Udana Village of Chhindwara Block of Pench Area

INFRDCC Pench Thuniya Udana


47 Construction of 100 metre cement concrete road at Poama Village of Chhindwara Block of Pench Area

INFRDCC Pench Poama Chhindwara Within 25 Km 2.36

48 Construction of 100 metre cement concrete road at Partala Village of Chhindwara Block of Pench Area

INFRDCC Pench Partala Chhindwara Within 25 Km 2.36

49 Construction of 100 metre cement concrete road at Bhanadei Village of Chhindwara Block of Pench Area

INFRDCC Pench Bhanadei Chhindwara Within 25 Km 2.47

50 Construction of 100 metre cement concrete road at Bhaisadand Village of Chhindwara Block of Pench Area

INFRDCC Pench Bhaisadand Chhindwara Within 25 Km 2.40

51 Construction of 100 metre cement concrete road at Khapabhat Village of Chhindwara Block of Pench Area

INFRDCC Pench Khapabhat Chhindwara Within 25 Km 3.02

52 Construction of 100 metre cement concrete road at Sonakhar Village of Chhindwara Block of Pench Area

INFRDCC Pench Sonakhar Chhindwara Within 25 Km 2.34

53 Construction of 100 metre cement concrete road at each Village Saraswada, Boriya, Atarwada (under CSR) of

INFRDCC Pench Saraswada,B

oriya, Chhindwara Within 25 Km 6.91

185



WITHIN /BEYOND 25

Kms.


Rs Lakhs) Chhindwara Block at Pench Area Atarwada

54 Construction of 100 metre cement concrete road at each village Khairibhopal, Seonipranmoti, Lohar dhana, & Moyadeyi of Chhindwara Block at Pench Area

INFRDCC Pench

Khairibhopal, Seonipranmoti,Lohardhana,

Moyadevi


55 Construction of 100 C.C. road under CSR at Noniakarbal village of Chhindwara Block

INFRDCC Pench Noniakarbal Chhindwara Within 25 Km 4.70

56 Construction of cement concrete road at Bangaon and Chandangaon (200 meters length each) under CSR at Pench Area

INFRDCC Pench Bangaon, Chandangaon


57 Construction of 100 mtr. cement concrete road under CSR from the house of Moti to Shri Mahesh at Meghaseoni of Chhindwara block at Pench Area

INFRDCC Pench Meghaseoni Chhindwara Within 25 Km 3.21

58 Construction of 100 metre cement concrete road at Kukrajagat at Chhindwara under CSR head of Pench Area

INFRDCC Pench Kukrajagat Chhindwara Within 25 Km 2.60

59 Construction of 100 meter cement concrete road at Sarna Village of Chhindwara Block of Pench Area

INFRDCC Pench Sarna Chhindwara Within 25 Km 2.34

60 Construction of 100 metre Cement concrete Road at Kotalbarri Village of Chhindwara Block of Pench Area

INFRDCC Pench Kotalbarri Chhindwara Within 25 Km 2.31

61 Construction of 100 metre cement concrete road at Ramgadi of Chhindwara Block of Pench Area

INFRDCC Pench Ramgadi Chhindwara Beyond 25 Km 2.43

62 Construction of 100 meter cement concrete road at Medkital of Chhindwara Block of Pench Area

INFRDCC Pench Medkital Chhindwara Beyond 25 Km 2.47

63 Construction of 100 metre cement concrete road at Singodi Village of Amarawada Block of Pench Area

INFRDCC Pench Singodi Chhindwara Beyond 25 Km 2.31

64 Construction of 100 mtr. cement concrete road at Ghogri Village of Amarawada block of Pench Area.

INFRDCC Pench Ghogri Chhindwara Beyond 25 Km 3.12

65 Construction of 100 mtr. cement concrete road at Lakhanwada Village of Amarawada block of Pench Area.

INFRDCC Pench Lakhanwada Chhindwara Beyond 25 Km 2.93

66 Construction of 100 mtr. cement concrete road at Khamihira Village of Amarawada block of Pench Area.

INFRDCC Pench Khamihira Chhindwara Beyond 25 Km 3.03

186



WITHIN /BEYOND 25

Kms.


Rs Lakhs)

67 Construction of 100 mtr. cement concrete road at Pataniya Village of Amarawada block of Pench Area.

INFRDCC Pench Pataniya Chhindwara Beyond 25 Km 3.11

68 Construction of 100 mtr. cement concrete road at Rahiwara Village of Amarawada block of Pench Area.

INFRDCC Pench Rahiwara Chhindwara Beyond 25 Km 2.78

69 Construction of 100 mtr. cement concrete road at Kharibhutai Village of Chhindwara block of Pench Area.

INFRDCC Pench Kharibhutai Chhindwara Beyond 25 Km 3.11

70 Construction of 100 mtr. cement concrete road at Bineki Village of Amarawada block of Pench Area.

INFRDCC Pench Beniki Chhindwara Beyond 25 Km 2.87

71 Construction of 100 mtr. cement concrete road at Ponar Village of Amarawada block of Pench Area.

INFRDCC Pench Ponar Chhindwara Beyond 25 Km 2.56

72 Construction of 100 mtr. cement concrete road at Bakamukama Village of Amarawada block of Pench Area.

INFRDCC Pench Bakamukama Chhindwara Beyond 25 Km 2.52

73 Construction of 100 mtr. cement concrete road at Chuyi Village of Amarawada block of Pench Area.

INFRDCC Pench Chuyi Chhindwara Beyond 25 Km 2.90

74 Construction of 100 mtr. cement concrete road at Jamuniya Village of Chhindwara block of Pench Area.

INFRDCC Pench Jamuniya Chhindwara Beyond 25 Km 3.13

75 Construction of 100 mtr. cement concrete road at Marahi Village of Chhindwara block of Pench Area.

INFRDCC Pench Marahi Chhindwara Beyond 25 Km 3.06

76 Construction of 100 mtr. cement concrete road at Sihora Village of Chhindwara block of Pench Area.

INFRDCC Pench Sihora Chhindwara Beyond 25 Km 3.12

77 Construction of 100 meter cement concrete road at Karahdol of Amarwada Block of Pench Area.

INFRDCC Pench Karahdol Chhindwara Beyond 25 Km 2.95

78 Construction of 100 meter cement concrete road at Rani Khakra Chourai of Amarwada Block of Pench Area

INFRDCC Pench Rani Khakra Chhindwara Beyond 25 Km 2.97

79 Construction of 100 metre cement concrete road at Chaniyakala of Chhindwara Block of Pench Area

INFRDCC Pench Chaniyakala Chhindwara Beyond 25 Km 3.13

80 Construction of 100 meter cement concrete road at Rani Kamath of Amarwada Block of Pench Area

INFRDCC Pench Rani Kamath Chhindwara Beyond 25 Km 3.12

81 Construction of 100 meter cement concrete road at Jamuniya Bhura of Amarwada block of Pench Area

INFRDCC Pench Jamuniya

Bhura Chhindwara Beyond 25 Km 3.16

82 Construction of 100 meter cement concrete road at Gadathana INFRDCC Pench Gadathana Chhindwara Beyond 25 Km 3.06

187



WITHIN /BEYOND 25

Kms.


Rs Lakhs) of Amarwada Block of Pench Area

83 Construction of 100 meter cement concrete road at Pipriya Virsa of Chhindwara Block of Pench Area

INFRDCC Pench Pipriya Virsa Chhindwara Beyond 25 Km 3.03

84 Construction of 100 meter cement concrete road at Khapa Mithekha of Chhindwara Block of Pench Area

INFRDCC Pench Khapa

Mithekha Chhindwara Beyond 25 Km 3.05

85 Construction of 100 meter cement concrete road at Kosmi of Amarwada Block of Pench Area

INFRDCC Pench Kosmi Chhindwara Beyond 25 Km 3.14

86 Construction of 100 metre cement concrete road at Mohali Bharat Village of Amarawada Block of Pench Area

INFRDCC Pench Mohali Bharat


87 Construction of 100 Mtr cement concrete road at village Batkakhapa of Harrai Block under CSR at Pench Area Parasia

INFRDCC Pench Batkakhapa Chhindwara Beyond 25 Km 3.12

88 Construction of 100 metre cement concrete road at each Village MORKHA & BICHHUA of Pench Area Harrai Block

INFRDCC Pench Morkha & Bichhua


89 Construction of 100 Mtr cement concrete road at village Bhamori of Harrai Block under CSR at Pench Area Parasia

INFRDCC Pench Bhamori Chhindwara Beyond 25 Km 3.16

90 Construction of 100 mtr. cement concrete road at Markawada of Amarwada Block under CSR at Pench Area

INFRDCC Pench Markawada Chhindwara Beyond 25 Km 3.14

91 Construction of 100 mtr. cement concrete road at Lahgadua of Amarwada Block of Pench Area

INFRDCC Pench Lahgadua Chhindwara Beyond 25 Km 2.93

92 Construction of 100 meter cement concrete road at Ghughrla Khurd of Amarwada Block of Pench Area

INFRDCC Pench Ghughrla

Khurd Chhindwara Beyond 25 Km 3.05

93 Construction of 100 meter cement concrete road at Lakdie Jamodi of Chhindwara Block of Pench Area

INFRDCC Pench Lakdie Jamodi


94 Construction of 100 meter cement concrete road at Lakdie Jamodi of Chhindwara Block of Pench Area

INFRDCC Pench Lakdie Jamodi


95 Construction of 100 Mtr cement concrete road at village Nandram Dhana, Titori and Ghorawari (Harrai Block) under CSR at Pench Area Parasia

INFRDCC Pench Nandram

Dhana,Titori, Ghorawari


96 Construction of 100 cement concrete road at village Ankhawadi, Kamtha and Karaghat (Harrai Block) under CSR at Pench Area Parasia

INFRDCC Pench Ankhawadi, Kamtha & Karaghat


188



WITHIN /BEYOND 25

Kms.


Rs Lakhs)

97 Construction of 100 cement concrete road at village Sajwa, Karai and Papda (Harrai Block) under CSR at Pench Area Parasia

INFRDCC Pench Sajwa, Karai

& Papda Chhindwara Beyond 25 Km 9.37

98 Construction of 100 meter cement concrete road at Sakarwada of Amarwada Block of Pench Area

INFRDCC Pench Sakarwada Chhindwara Beyond 25 Km 2.97

99 Construction of 100 meter cement concrete road at Bhajipani of Amarwada Block of Pench Area.

INFRDCC Pench Bhajipani Chhindwara Beyond 25 Km 2.94

100 Construction of 100 meter cement concrete road at Putarra of Amarwada Block of Pench Area

INFRDCC Pench Putarra Chhindwara Beyond 25 Km 2.93

101 Construction of 100 meter cement concrete road at Richheda of Amarwada Block of Pench Area

INFRDCC Pench Richheda Chhindwara Beyond 25 Km 3.16

102 Construction of 100 meter cement concrete road at Barahhira of Amarwada Block of Pench Area

INFRDCC Pench Barahhira Chhindwara Beyond 25 Km 1.88

103 Construction of 100 mtr. cement concrete road at Pipriyamanu of Amarwada Block at Pench Area

INFRDCC Pench Pipriyamanu Chhindwara Beyond 25 Km 2.57

104 Construction of 100 mtr. Cement concrete road at village Dhobighat Visarjan Harrai under CSR at Pench Area.

INFRDCC Pench Dhobighat Visarjan


105 Construction of 100 meter cement concrete road at Chargaon Pralahad of Chhindwara Block of Pench Area

INFRDCC Pench Chargaon Pralahad


106 Construction of 100 metre cement concrete road at Gangiwara of Chhindwara Block of Pench Area

INFRDCC Pench Gangiwara Chhindwara Beyond 25 Km 2.37

107 Construction of 100 meter cement concrete Road at Nayegaon of Chhindwara Block of Pench Area

INFRDCC Pench Nayegaon Chhindwara Beyond 25 Km 2.95

108 Construction of 100 Mtr cement concrete road each at village Singodi Dhadhra and Bhaira of Harrai Block under CSR at Pench Area Parasia

INFRDCC Pench Singodi ,Dhadra, Bhaira


109 Construction of 100 Mtr. cement concrete road each at village Dharmi, Kohpani and Karer of (Harrai Block) under CSR at Pench Area Parasia

INFRDCC Pench Dharmi,Kohp

ani, Karer Chhindwara Beyond 25 Km 9.38

110 Construction of 100 meter cement concrete road at Pipriya Bharti of Amarwada Block of Pench Area

INFRDCC Pench Pipriya Bharti Chhindwara Beyond 25 Km 3.04

189



WITHIN /BEYOND 25

Kms.


Rs Lakhs)

111 Construction of 100 meter cement concrete road at Ghuriya of Amarwada Block of Pench Area

INFRDCC Pench Ghuriya Chhindwara Beyond 25 Km 3.04

112 Construction of 100 cement concrete road each at village Bansuri Kala, Burena Chatti and Karer of Harrai Block under CSR at Pench Area Parasia

INFRDCC Pench Basurikala,Burena Chatti,

Karer Chhindwara Beyond 25 Km 8.87

113 Construction of 100 meter cement concrete road at Dhodakuhi of Amarwada Block of Pench Area

INFRDCC Pench Dhodakuhi Chhindwara Beyond 25 Km 3.14

114 Construction of 100 meter cement concrete road at Jhirlinga of Chhindwara Block of Pench Area

INFRDCC Pench Jhirlinga Chhindwara Beyond 25 Km 3.00

115 Construction of 100 meter cement concrete road at Patharkati of Amarwada Block of Pench Area

INFRDCC Pench Patharkati Chhindwara Beyond 25 Km 3.12

116 Construction of 100 meter cement concrete road at Chaneri of Amarwada Block of Pench Area

INFRDCC Pench Chaneri Chhindwara Beyond 25 Km 3.05

117 Construction of 100 meter cement concrete road at Bhurkum of Amarwada Block of Pench Area

INFRDCC Pench Bhurkum Chhindwara Beyond 25 Km 3.14

118 Construction of 100 mtr. cement concrete road at Dhaturiya Village of Amarwada block of Pench Area.

INFRDCC Pench Dhaturiya Chhindwara Beyond 25 Km 3.12

119 Construction of 100 Mtr Cement Concrete road 100 Mtrs at Ward No. 12 Neuton Chickli Block-Parasia

INFRDCC Pench Newton

Chickli Ward no. 12


120 Construction of Rang Manch at Bangaon village of Chhindwara Blockagainst CSR Activity of Pench Area

INFRGM Pench Bangaon Chhindwara Within 25 Km 1.69

121 Construction of 3 No.Rang Manch under CSR at village Dorli, Piparia Chata and Deori (piparpani) Harrai Block of Pench Area Parasia

INFRGM Pench Dorli, Piparia

Chata & Deori


122 Construction of Rang Manch at Barabone ( Rajdhana) village of Harrai Block Parasia

INFRGM Pench Barabone (Rajdhana


123 Construction of Manch at village Kopakhera, Khamraadku, Simriya and Jhagraboh of Amarwada Block of Pench Area Parasia

INFRGM Pench

Kopakhera,Khamradku, Simriya & Jhagraboh


190



WITHIN /BEYOND 25

Kms.


Rs Lakhs)

124 Construction of Manch at village Rangpur, Umariya, Charankhapa and Baheriya of Amarwada Block of Pench Area Parasia

INFRGM Pench

Rangpur, Umariya,

Charankhapa & Baheriya


125 Construction of Rang Manch at village Pipariya Ghumani, Bandra, Kubai and Ghabai of Amarwada Block of Pench Area Parasia

INFRGM Pench

Pipariya, Ghumani Bandram Kubai & Ghabai


126 Construction of Manch at village Jhungawara, Dulara, Barahdhana and Chargaon of Amarwada Block of Pench Area Parasia

INFRGM Pench

Jhungawara, Dulara,

Barahdhana & Chargaon


127 Construction of Manch at village Babutola, Seja and Dhada of Amarada Block of Pench Area Parasia

INFRGM Pench Babutola,

Seja & Dhada Chhindwara Beyond 25 Km 2.74

128 Construction of Rangh Manch at village Babai, Gadachota, Chimoua and Diwangaon of Amarwada Block of Pench Area Parasia

INFRGM Pench

Babai, Gadachota,C

himou, Diwangaon


129

Construction of Rang Manch under CSR at village Hadai, Ojhal dhana (Kareli) and Chilak Harrai Block of Pench Area Parasia

INFRGM Pench Hadai, Ojhal

Dhana, & Chilak


130 Const. of Rang Manch under CSR at Village Nagdamela, Dendu, Chorasi, Dungaria of Harrai Block under Pench Area INFRGM Pench

Nagdamela, dendu,

Chorasi, Dungaria


131 Construction of Rang Manch under CSR at village Dhokhera Harrai Block of Pench Area Parasia

INFRGM Pench Dhokhera Chhindwara Beyond 25 Km 0.25

132 Const. of Rang Manch under CSR at Village Tuipani (Partapur), Gadagad (Mudia) Tendu Khera (Patania),

INFRGM Pench Tuipani,

Tendukhera Chhindwara Beyond 25 Km 2.92

191



WITHIN /BEYOND 25

Kms.


Rs Lakhs) Bhaisakala (Paradbhata) of Harrai Block under Pench Area ,Gadagad,Bha

isakala TOTAL :- 477.17

MISCELLENIOUS 133 Expenditure for Welfare Plan Tribal MISC Pench MandanGarh Chhindwara Within 25 Km 0.10 TOTAL :- 0.10

WATER SUPPLY AND DRINKING WATER

134 100 Mtr. depth hand pump at Jhurrey gram ward No. 5 WSHP Pench Jhurrey Chhindwara Within 25 Km 0.19 135 100 Mtr. depth hand pump at Shivpuri cremation site WSHP Pench Shivpuri Chhindwara Within 25 Km 0.21 136 100 Mtr. Depth hand pump at Urdhan gram.2. Nos. WSHP Pench Urdhan Chhindwara Within 25 Km 0.41

137 Drilling of 125 mm nominal dia. Bore bole 100 mtr. Depth for hand pump at Mokha dham Gandhi Chowk Harrai under CSR

WS BW/SP/TW

Pench Mokha Dham Chhindwara Beyond 25 Km 0.91

138 Drilling of 125 mm nominal dia. Bore bole 100 mtr. Depth for hand pump at Pipariya Chata Harrai block under CSR

WS BW/SP/TW

Pench Pipariya Chata


139 Drilling of 125 mm nominal dia. Bore bole 100 mtr. Depth for hand pump at Kotbarra Harrai block under CSR

WS BW/SP/TW

Pench Kotberra Chhindwara Beyond 25 Km 0.96

140 Drilling of 125 mm nominal dia. Bore bole 100 mtr. Depth for hand pump at Choti basoriya Harrai block under CSR

WS BW/SP/TW

Pench Choti

Basoriya Chhindwara Beyond 25 Km 0.91

141 Drilling of 125 mm nominal dia. Bore bole 100 mtr. Depth for hand pump at Chotar tola at Harrai block under CSR

WS BW/SP/TW

Pench Chotal Tola Chhindwara Beyond 25 Km 0.99

TOTAL :- 5.54 GRAND TOTAL :- 489.66

192

TOPO PLAN

193

Documents

EIA EMP Addendum Naheriya - UG -04-02-2016environmentclearance.nic.in/writereaddata/... · ADDENDUM EIA & EMP JANUARY - 2016 Prepared by:- ... boreholes involving a total meterage