(Submitted Under Rule(s) 42 of MP Minor Mineral Rule …environmentclearance.nic.in/writereaddata/FormB/EC/Additional...3 GEOLOGICAL PLAN & SECTION 1:1,000 03 ... In the South- western

`

CATEGORY – “B”

MINING PLAN

(Submitted Under Rule(s) 42 of MP Minor Mineral Rule 1996

Amendment on 23.03.2013)

For

ATARIKHEJDA STONE QUARRY

DEPOSIT (FOR GITTI)

DISTRICT – VIDISHA,

TEHSIL – GULABGANJ,

VILLAGE – ATARIKHEJDA,

SURVEY NO. 506/3

LEASE - AREA (1.045 HA)

APPLICANT

M/S. KALYAN TOLL INFRASTRUCTURE LTD.

Address – Vidhya Deep 15/3, Manoramaganj

District - Indore (M.P.)

PREPARED BY

(Ram Milan Pathak, RQP/DGMMP/78/2013)

VALID UPTO – 24.09.2018 Address - Shri Ram Kunj, E -8, Bharat Nagar,

Shahpura, Bhopal (M.P.)

(YEAR 2016)

Page 1 Ram Milan Pathak RQP/DGMMP/ 078 /2013

.,

LIST OF ANNEXURES

S.No. PARTICULARS ANNEXURE No.

1 CONSENT LETTER FROM LESSEE I

2 CERTIFICATE FOR DGMS FROM LESSEE II

3 CERTIFICATE FROM RQP III

4 PHOTOCOPY OF QUARRY LEASE DEED IV

5 PHOTOCOPY OF RQP CERTIFICATE V

PLATES S.NO. NAME OF PLATES SCALE PLATE No.

1 KHASRA PLAN 1:4,000 01

2 SERFACE PLAN 1:1,000 02

3 GEOLOGICAL PLAN & SECTION 1:1,000 03

4 YEARWISE DEV. & PRO. PLAN 1:1,000

04

5 PROGRESSIVE MINE CLOSER PLAN 1:1,000 05

6 CONCEPTUAL PLAN& SECTION 1:1,000 06

7 ENVIRONMENTAL PLAN& SECTION 1:1,000 07

S.No. CHAPTERS Page No.

INTRODUCTION 01

1 GENERAL 02

2 LOCATION & ACCESSIBILITY 03-04

3 GEOLOGY & EXPLORATION 04-08

4 MINING 09-16

5 BLASTING 17-18

6 MINE DRAINAGE 18

7 STACKING OF MINERAL REJECTS AND DISPOSAL OF WASTE

19-20

8 USE OF MINERAL 20

9 OTHERS 21

10 MINERAL PROCESSING 21

11 PROGESSSIVE MINE CLOSURE PLAN 22-28


INTRODUCTION

This mining plan is submitted to fulfil the requirement of rule of

MPMMR 42 1996 for fresh quarry lease. The Temporary Quarry lease has

been granted for the period of 2 years. Photocopy of quarry lease order is

enclosed.

As per the gazette notification of Madhya Pradesh Govt., dated 23rd

March 2013. All the existing and fresh quarry leases have to submit

approved quarry plan and progressive mine closure plan.

Therefore mine owner M/s Kalyan Toll Infrastructurestructure Ltd.

which is being submitted the Mining Plan and progressive mine closure plan

for approval to the competent authority Directorate of Geology and Mining,

by utilizing the services of authorized RQP Ram Milan Pathak.

The Crusher Stone (for Gitti) Quarry lease has been sanctioned

through the Collector office Vidisha vide letter No. 3290/Khanij/2015

dtd.21/12/2015 for 2 years from 21.12.2015 to 20.12.2017


1.0 GENERAL

(a) Name and address of Applicant/ Lessee:

M/s Kalyan Toll Infrastructure. Ltd.

R/o – Vidhya deep 15/3 Manoramaganj

Distt. Indore (M.P.)

( b ) Status of Applicant : The applicant is an company.

( c ) Mineral( s ) which are occurring in the area and which the applicant

Intends to mine: crusher Stone

( d ) Period for which quarry lease granted – 02 years

(Date of quarry lease order 21.12.2015 for two years) Survey no. 506/3 and

Area- 1.045 hectares

( e ) Name, address and Registration No. of Recognized Qualified Person

Who Prepared Quarry Plan:

Ram Milan Pathak

Shri Ram Kunj, E-8, Bharat nagar

Shahpura,

Distt. – Bhopal

Madhya Pradesh

Phone – 9713550831

Registration No. RQP/DGMMP /078/2013

Photocopy of RQP authorization enclosed in Annexure.

(f) Name of prospecting agency: This is direct TL case.

(g) Reference no. And consent letter from the state government: Vide Letter

no.3290/Khanij/2015 Vidisha dated: 21.12.2015 for 2 years and under their

prescribed terms and conditions for a period of 2 years.

* * * * *


2.0 LOCATION AND ACCESSIBILITY

( a ) Details of the area:

The proposed quarry lease area is located at a distance of 22

kms. In North-East direction from the district headquarter Vidisha. The

Atarikhejda Stone Quarry for which quarry plan is being prepared located in the jurisdiction of Village – Atarikhejda District – Vidisha of M.P. The quarry

lease area is located on Survey of India topo-sheet no. –55I/2 and bounded between the latitude & longitude/ location of boundary pillars -

(A) 23°37'6.25"N, 78°00'41.18"E ( B) 23°37'06.31"N, 78°00'39.47"E

(C) 23°37'10.20"N, 78°00'40.02"E (D) 23°37'13.07"N, 78°00'40.42"E

(E) 23°37'12.64"N, 78°00'42.59"E (F) 23°37'9.57"N, 78°00'42.03"E

(G) 23°37'9.54"N, 78°00'41.34"E

Land use pattern: Existing land use pattern is Private revenue land.

2.4 Period for which Quarry Lease is granted: 2 years 2.5 Infrastructure: (a) Power Supply – Electric power is available in village – Atarikhejda. In

future if required at quarry site the same can be extending from the Atarikhejda village.

(b) Communication and Transport –It is about 22 kms. From vidisha town or district headquarter, Buses and private taxies are frequently running

from vidisha to Atarikhejda. (c) Land - the quarry lease area is a Non forest land as it is recorded Private

land in Madhya Pradesh Government. No forest land is included in the lease area. (d) Water supply – In this area dug well and bore well is available for

drinking water. Water is potable and hygienic as no adverse effect is noticed in the area of people. (e) School Facilities - School facilities for primary and middle education is

available in 1.30 Atarikhejda village. College and higher study are available at Gulabganj.

District

& State

Taluka/

Tehsil

Village Khasra No. Area In

Hects.

Ownership

occupancy

Vidisha

Madhya

Pradesh

Gulabganj

Atarikhejda

506/3

1.045

Non-forest

Private land


(f) Manpower – Mine workers will be engaged from the nearby villages. Thus there is no constraint regarding manpower.

(g) Buffer Zone – No human settlement, water body, river/nala, and

hospital, school & Historical place is present in the 500m buffer zone of mine site.

PART – A

3.0 GEOLOGY & EXPLORATION

Geologically major parts of the Vidisha district is occupied by Deccan

Trap, sedimentary rocks of Vindhyans super group. Deccan traps of Mesozoic era marked by the out pouring of enormous lava flow which spread over the vast area of Western, Central and Southern India. They issued

through long narrow fissure or cracks in the earth crust, from a large magma basin and are therefore called fissure eruptions.

3.1 Physiography:-

The Atarikhejda Stone Quarry is located in the jurisdiction of village – Atarikhejda, District –Vidisha of Madhya Pradesh. The topography of the land of QL. is undulated, slight slope towards the SW side of the area. The

highest elevation is 443.5 m. in northern part of the area while lowest one is of 443m. In the South- western corner of QL. The total elevation difference is

of 0.5 m. Average elevation of the quarry lease area is 443 meters above MSL. The quarry lease area is a barren non forest land of Madhya Pradesh Govt. and covered with mainly Basalt rock and partially brownish light brick

red murram and soil.(please see the surface and surface geological plan: plate no.II)

Topographically the lease area is undulated. The drainage is controlled by small gullies are joining the seasonal nallas. The seasonal nalas are only active in the monsoon. The drainage pattern is dendritic.

Mainly ponds, dug well and tube well cater the domestic as well as agricultural needs of the local people. The quarry lease area is covered mainly with Basalt rock.

The main sources of drinking water are dug wells and bore wells of nearby villages/Tanker water supply. The ground water table is

about 30 to 35 meters below the general ground level. Surrounding agricultural land belongs to the private individuals of the. The important crops are wheat, gram and some local crops and seasonal vegetation etc.

depending on the rain water only. Mango, Pipal, Bargad and Babool etc. trees are seen in the surrounding area. There is no water course found

direct vicinity to the quarry lease area.


3.2 Geology of the Area:

The regional geology of the area comprises mainly Deccan Traps and Vindhyan super groups in isolated patches. Regionally the area occupied

by the Deccan Traps is about 500,000 square kilometers including Madhya Pradesh, Maharashtra and Gujarat. The traps lie flat as horizontal sheet much like the tertiary lava.

The quarry lease area for which quarry plan is being prepared is occupied by the Deccan Traps. The rocks of large exposure of the area were originally divided in to Upper, Middle and lower with the inter

trappean beds

The Regional Geological Succession of the area can be summarized as follows:

Regional Geological Succession:

Period / Sub Period Geological Formation Associated mineral deposits Recent (1 M.Y.)

Alluvium Loose and unconsolidated

Cretaceous to Palaeocene Deccan Trap Basalt, Gem varieties of Quartz,

(64 to97 M.Y.) Road & building material

Proterozoic Vindhyan Super Group Sandstones, Shale

(Upper)

(1800-570 M.Y.)

The Local Geological Succession of the Lease Area:-

The Basalt found in the proposed lease area. The stone basalts are

essentially a basic rock of basaltic composition and is a dark colored fine

grained hard and massive. Joint is the main structural feature of this

deposit. Most of the rock broken by relatively smooth fracture known as

joints. The waste is in the form of weathered basalt the litho – sequence of

the area as:

0.0 to 0.010 m. - Soil (Reddish/Brownish gray in color)/O.B.

0.00 to 0.50m. - Weathered formation as Murram 0.50 to 12.0m. - Thick Basalt Rock (Pls. refer surface & surface geological plan plate no.-1&2)

Physical Properties:

Color : Grayish

Texture : Fine grained grade

Hardness : 5-6

Lusture : Dull


3.3 DETAILS OF ALREADY CARRIED OUT EXPLORATION:

AREA OF MINERALIZATION:

Locally the area has the mineralization confined from higher altitude to

lower middle altitude and the area eastern to west.

Information and data collected by RQP and his geological team at least area

and also observed old working of nearby Quarry. They found mineral

thickness in this area more than 12 mts. depth and mineralization of area is

very wide. Soil capping on minerals Black Stone/Gitti Basalt stone is not

more than 0.01 meter.

UNEXPLORED AREA:

Stone is useful for building material and road construction materials. At

present no scientifically prospected mineralization in lease area before

therefore the area is limited prospected and further prospecting will be do in

this Two year. In this Two year collect data incorporated in next five year

plan/mining plan.

As per information shared by the villagers the continuity of the Basalt stone

in nearby areas is more than 12m. And the general water label is 30-35 m in

post-monsoon and 35-40 m in the pre-monsoon season.

DETAILS OF EXPLORATION/ EXPLOITATION:

( 2 ) Proposed to be carried out :

Therefore no proposals for additional exploration work as it is

established the depth of this deposit as minimum 12 mts. by the other

quarry running near this quarry.

3.4 Method of Estimation of Reserves:

It has been already mentioned that the proposed lease area is an undulated gentle sloping flat ground. The basalt stone covered complete part

of the quarry lease area and almost homogenous in nature. The following points are considered for the estimation of Geological Reserves:

(a) The proposed quarry lease area is small gentle sloping flat ground and

it has not been divided into blocks because basalt deposit is almost homogenous.

(b) The quarry limits considered 7.5 meters within the lease boundary.

(c) The Specific Gravity of basalt considered 2.65 (d) Recovery of basalt stone considered 95 % during quarry.

(e) The reserves of basalt stone are estimated as follows :


Classification of reserves in-to the accepted categories:

The reserve of basalt has been categorized only as proved category reserve.

The details are as follows:

Proved Reserve: Basalt deposit found between 443-431m. MSL comes

under this category. The average thickness proved category basalt body

considered 12.0 mts. as per the local Geological features.

Geological Reserve & Grade:-

( A ) Reserve estimation of Insitu Reserves

Proved Reserve - Average thickness of Basalt 12 meters.

Area of In-Situ

Basalt Stone in Sq.

Meters

Average thickness of In-

Situ Crusher Stone in

Meters

Volume of In-situ

Basalt in M3

10450

12

125400

3.5 Mine-able Reserve & Anticipated Life of the Proposed Mine:

The Quarry operation in the quarry lease area will be commenced after

the approval of this mine plan. For calculation of mine-able reserve and

anticipated life of the mine the following points are to be considered:

1. Reserves under the quarry limits deducted from the Insitu reserves.

2. Reserves under the quarry benches deducted from the Insitu reserves.

3. Quarry losses deducted from the Insitu reserves.

4 Reserves considered for estimation of mine-able reserves are proved + probable reserves and float ore reserves.

5 Considering the 7.5m. barrier zone & bench slopes the parameters are as under: P1= Average perimeter along lease boundary for loss in 7.5m. (G1) = 547m. P2= Average perimeter along slope loss in G1 zone (492m.)


( a ) Area locked in In-situ Basalt Reserves:

Reserves

Barrier zone/

safely zone (P1 x

7.5x thickness in

m)

Benches block (P2 x

cross sectional area)

Total locked

Area in Sq.

Meters

In-situ

( Stone )

547x7.5

=4103sq.mts.

492 x 3 = 1476mts. 5579 Sq. mts.

Reserve Locked:

Locked Area

in Sq. Mts.

Thickness of crusher stone in

Mts.

Volume of In-situ Crusher

stone in M3

5579 12

66948

Area not mineable under the Crusher Plant, Office and narrow parts of

the quarry- Crusher Plant not installed in quarry lease area.

Mineable Reserves

Mine-able reserve will be estimated after deduction the quantity of basalt stone

locked in quarry limit, quarry benches and deducting the quarry losses etc. The

reserves considered for estimation of mine-able reserve are proved and Probable

reserves (Insitu reserves) .The calculation is as follows:

Insitu Reserve in cubic mts.

Estimated Proved - Locked reserve = Balance reserves

125400 - 66948cubic mts. = 58452 cubic mts.

Insitu Reserve - @ 95 % recovery under proved 55529 Cubic mts.


4.0 MINING

The Basalt stone deposit of village Atarikhejda is extrusive, thickly

bedded, hard & massive strata. The main basalt is exposed right from the

surface. Semi- mechanized open cast quarry method is being carried out. In

future the quarry operation will be carried out by 3.0 meter benching height

and 450 face slop. The rate of production proposed on the basis of current

demand of market. So the production of will be depend mainly on the

demand in various construction projects. There is thin top soil or

overburden over the main basalt rocks. For safety and smooth quarry

operation, quarry will be done on benches. The proposed bench height will

be 3.0 meters with less than 450 bench slope.

During the quarry operation all the precaution will be observed to

prevent haphazard excavation of pit as per the DGMS and IBM Rule &

Regulation. Occasional light drilling and blasting will be proposed for quarry

of Basalt as it is highly jointed and fractured.

Quarry design is simple it will be of simple Semi- mechanized

opencast quarry method with bench Parameters will be adopted. It is

proposed to maintained 3.0 meters high production benches with face slope

less than 450. Light occasional blasting proposed for production. The lease

area is higher to the general ground level, so no water will be accumulate

during the plan period.

Working of entire deposit of basalt of this quarry lease has been

conceptualized keeping in view the following points:

1. Development of I & II& III bench of 3.0 meters height. 2. Adequate dump capacity, proper floor level ensuring good mine

drainage. Accordingly, the optimum pit limit, position of working benches presently and at the abandoned stage, location of overburden, and soil

dump, afforestation plan are shown in the present conceptual plan and sections. One General shit 8 am to 5 pm will be regular as earlier with 1

hour lunch at 12 to 1 pm. Sunday will be the weekly off.

3.0 meters wide haul road will propose for smooth quarry operation with the road gradient 1:16.

The year-wise development and production for the quarry plan period are as proposed is given below:

4.1 Year-wise Development for the two years: It is a small quarry operation and the main basalt stone is exposed

and working pit already developed. So the development and production will be carried out simultaneously. The generated soil, waste and overburden will be stacked separately and not mix with each other. It will be


commenced after the agreement and EC term and condition and the mining method will be the same as proposed with one production benches of height

while thin layer of OB will be scrapped ahead of working in stone formation and this thin layer of OB is considered under waste and this waste is

sealable or it will be used for making and maintenance of approach road. The area of stacking of overburden shown in the Development & Production Plan bearing Plate.

4.2 Year-wise Production for the two years :

The year-wise production of basalt is being projected by considering the present requirement stone in nearby area. Incase if there is

any change in the requirement pattern of demand in the market, then it is also likely to be change. The recovery % basalt from of ROM is 95% (05 % deduction due to quarry losses during the various quarry operations such

as drilling, blasting, sizing, loading and unloading etc.) Year-wise proposed production proposed for the two years are given below:

Previous working: The details of Production Plan for the two years of quarry plan are as follows:

FIRST TWO YEAR PRODUCTION PLAN Proposed Annual Production (2015-16) in Cub.mts. FIRST YEAR:

BENCH MRL AREA IN M2

BENCH

HIGHT IN METERS

VOLUME IN M3

DEPLETED

VOLUME (5%) IN M3

95%

STONE & MURRAM

IN M3

LOCATION

P1 (Murram)

443m– 442.5 m

6550 0.5 3275 164 3111

AS SHOWN ON PLAN

B1 (stone)

442.5m- 440m 6550 2.5 16375 818 15557

AS SHOWN ON PLAN

Total 19650 982 18668

Total Stone/Boulder Production: 15557 Cu. Mts.


Proposed Annual Production (2016-17) in Cub.mts.

SECOND YEAR:

BENCH MRL AREA

IN M2

BENCH

HIGHT IN

METERS

VOLUME

IN M3

DEPLETED

VOLUME

(5%) IN M3

95%

STONE IN

M3

LOCATION

B2 (stone)

440m- 437m 6200 3.0 18600 930 17670

AS SHOWN ON PLAN

B2‟ (stone)

437m- 434m 5885 3.0 17655 882 16773

AS SHOWN

ON PLAN

Total 36246 1812 34443

Total Stone/Boulder Production: 34443 Cu. Mts.

First Two years Development and Production Plan:

Years ROM

In Cub. Mts.

Saleable Stone

Cub. Mts.

(95% Recovery )

Reject ( 05 % of

ROM )

In Cub. Mts.

1st(fyr2015-16)

2nd(fyr2016-17)

19650

36246

15557

34443

982

1812

Total 55896 50000 2794

Total Stone/Boulder Production in Two years - 50000 cu.mts

4.3 Proposed rate of Production when mine is fully developed : It has been already indicated that the total production will be mainly

depends on the requirement of the development of deposit is being designed in such fashion that it will be produced:

Average year wise production will be 25000 M3

Mine Life = Reserve/ yearly Production = 55529/25000 M3 = 2.22 Years or 02

Years

(C) Composite Plans and year wise sections have been appended plate no.


4.4 Mine-able Reserve and Anticipated life of the Mine:

The details are already discussed in chapter Geology and Exploration. Anticipated life of the mine obtained by computing the life of

the mine after considering the proposed rate of production when mine is fully developed. Proposed rate of production at the first two year will be stone 15557 cubic mts. In first year and 34443 in Second year. For

two years hence Average year wise production will be 25000M3. 4.5 CONCEPTUAL MINING PLAN FOR ENTIRE LEASE

PERIOD/CONCEPTUAL PERIOD BASED ON THE GEOLOGICAL, MINING AND ENVIRONMENTAL CONSIDERATION -

I – Conceptual exploration - existing exploration is the form of old explorations

and as per information the basalt is continued for more than 12m. depth thus

considering the mining UPL is considered for 12m depth.

II – Conceptual Development – Proposed mining will be open cast manual mining

with in ultimate pit limit 7.5 m and mine life is 02 years and this mine life may

vary with production working are conceptualized on the basis of present knowledge

of deposit which may change after further proving of deposit –

CONCEPTUAL RECLAMATION AND REHABILITATION:

Conceptual Reclamation and Rehabilitation –

i. Presently there is no mined out area.

ii. No area will be „mined out‟ at the end year.

iii. No area will come under reclamation and rehabilitation by the end of

proposal period, QL area is not added with any new area then at the end

of conceptual period about 0.655 hects will be rehabilitation by bench

afforestation and water reservoir.

iv. The pit will be wire fenced with gate and proper haulage road will

be provided up to water logged limit. Afforestation details.

FIVE YEAR PLANTATION CONCEPTUAL AFFORESTATION

40 PLANTS PER YEAR IN BARRIER 200 TREES

4.5 Proposed Method of Quarry : Proposed method of quarry will be open cast Semi-mechanized method with benching pattern, all working will be done strictly according to rule 42C

MMR 1996. Opencast method of mining will be adopted due to following reasons.

1. Low stripping ratio. 2. More employment opportunity for local people. 3. Low investment (capital).

4. Advantage of day working. 5. Less skill is required.

6. Better blasting efficiency. 7. Better safety & easy mining.


4.6 Open-cast Working:

I. Describe briefly giving salient feature of the mode of working – Productive mining operations like excavation blasting, breaking of

massive formation, loading and unloading etc will be carried out by mechanical means and mining of Basalt Stone. Drilling will be conducted with the help of wagon drill feeder by air compressors. Dumper of 08 cu.mt

capacity will be deployed for transportation of Basalt Stone to the destination. II. BRIEF DESCRIPTION OF THE LAYOUT OF MINE WORKING FOR FACES

AND SIDES FOR DISPOSAL OF OVERBURDEN/ WASTE –

During the first five years period area within UPL will be developed

and proposed benches will be developed as per shown on first five years plan, the bench parameters had been described in previous Para‟s, during the period pit bottom working RL will be reach from 443 m to 434m while

surface RL will range from 443, the proposal are given for systematic development with proper bench height and will give a proper shape

individual bench slope will not be less than 450. The haul road will be extended up to the working faces and up to the bottom. The excavated material will be transported to the surface stacking site with the help of

dumpers and loaders hired from the market time to time. 4.7 Underground working :

The whole quarry operation will be of Semi- mechanized opencast type so not applicable.

4.8 Extent of Mechanization:

The complete quarry operation will be of Semi mechanized in nature. Drilling will be carried out by compressed air operated jack hammer and

blasting by nitrate mixture with detonator safety fuse and detonating fuse etc. Practically there very less soil or overburden over the Basalt. Sizing of Basalt boulder as per the requirement and loading done local labour of the

nearby area etc. List of equipments used for quarry operation

Drilling – Atlas Copco compressor - 2 no. Wagon drill /Jack Hammer 34 m.m. - 2 nos.

JCB/Poclain - 2nos each The above equipments will be used by blasting contractor.

Tractor - 2no. (One for water sprinkling). Mines safety equipments - As per requirement of Law.

i. Extent of Semi- mechanized and/or Mechanized quarry :


All operations of opencast working is semi – mechanical including removal of thin layer of OB and accumulated mine waste from time to time

by deploying loader cum excavator. Occasional drilling will be done with the help of jack hammer and compressed air. Face clearing, sorting and sizing

will be done manually. The sizing, loading and hauling is being done with the help of local labors. So that it provides employment to the uneducated people of the nearby villages.

ii. Drilling :

The basalt stone, it is hard in nature but highly jointed and

fractured. It does not require regular blasting operation. Blasting require occasionally. The blast holes will be drilled with the help of compressed air

operated jack hammer drill. Blasting will be done by license holder blasting contractor.

1. DRILLING PATTERN FOR JACK HAMMER :

Specification of the jack hammer unit:

TYEP MAKE NO. DIAM.OF

HOLE

DRILLING

RODS

Dimensions

CAPACITY MOTIVE

POWERE

HP

JACK

HAMMER/WD

COMPRESSOR

PNEUMATIC

PORTABLE

DIESEL

2

2

32 mm

150 110 CFM Diesel

Compressed

Air

50

2. Loading:

Quarry operation is Semi mechanized in nature and the loading operation is being also done with the help of labors and hydraulic

loader/JCB. Basalt stone will be loaded in to the trucks after sizing and waste will loaded to the tractors for onward dumping to the predetermined space near the western lease boundary.

LOADING – PROPOSED MACHINERY

TYPE NO’s SIZE/CAPACITY MAKE

Hydraulic

Excavators

02 1 CUB. Mtr _

iii. Hauling/transport:


After the Semi mechanized loading of basalt in trucks, it will be dispatched as per the demand to various destinations. The capacity of

tippers will be 08 Cubic mts. of any reputed company.

Miscellaneous Operation: For drinking, sharpening and tempering of tools,

cleaning the area of loose Crushers, maintain the quarry road, planting and

watering the sapling for a forestation will be done by causal labour under

mate/foreman supervision.

The following additional equipment/machines will be required for allied operation

related to the mining of the deposit not covered earlier.

List of proposed Machinery (On hire Basis)

S.N. List of Machines Make Proposed Qty

1 HYDRAULIC EXCAVATOR (BACKHOE

SYSTEM)

TATA 02

2 DUMPERS- 08M3 TATA 02

3 TRACTOR & WATER TANK HINDUSTAN 02

4 TRACTOR (HINDUSTAN)

COMPRESSOR (ATLAS COPOCO)

HINDUSTAN AND

ATLAAS COPCO

02

5 JACK HAMMER/ WAGON DRILL ATLAS COPCO 02

6 DRILL, OTHER TOOLS & SPARES AS REQUIRED

7 MINING SAFETY EQUIPMENTS AS

SAFETY SHOES, HELEMETS, HAND

GLOVES, LEG GUARD ETC.

AS PER REQUIREMENT MMR 1961

8 MISC TOOLS SUCH AS CROWBAR,

PIC-AXE, SPADE, CHISEL, ETC

AS REQUIRED

Post Quarry Land Use:

At the end of mine life excavated quarry lease area will be

developed in small water reservoir that also be used as percolation tank and

a picnic spot will be developed in this place for public use.

Type Nos. Size/Capacity Make Motive

Power

H.P.

Tractor with Water

Tanker and Water

Sprinkler

02 5000 litre Hindustan Diesel 50


5.0 BLASTING

( a ) Broad Blasting Parameter :

The proposed quarry operation is small in scale. Due to this, the blasting parameters will be very simple and requirement of explosives will be

limited. Both primary or production blasting and firstary blasting operation will be done by Simple Square and triangle pattern. The other details of

blasting are as follows:

Details of Blasting Parameters

Depth and diameter of hole : 3 meter depth (2 lifts of 1.5 meters), 34 m. m. dia.

Blasting Pattern : Single row blasting having length

of free face of 1 meter at the working pit.

Space between holes : 1 meters x 1 meters Burden spacing : 0.80 meters Charge per hole : 350 gms. Cartridge of Nitrate

Mixture along with delay detonators & adequate length

detonating fuse. Powder factor : 9.08 tones per kg of explosives.

(b) Type of Explosives to be required:

The basalt is medium hard but highly jointed and fractured, so

occasional light blasting is required. Nitrate Mixture of Class 2, delay detonators and detonating fuse will be used for carrying out blasting

operation. At present blasting is being carried out on contract basis by blasting contractor.

(c) Powder Factor in Ore and Overburden:

9.08 t/kg of explosive in ore. Blasting will be done for heavy purpose only. Powder factor : 1m x 0.8mx1.50m x 2.65t/m3/0.35kg = 9.08t/kg

Yearly Production : 66250 tonnes.

75% of excavation : 49688 tonnes.

Average daily excavation : 49688/300 = 165.62 tonnes. Average quantum of

Explosive required daily : 165.62/9.08 = 18.24 kg.


(d) Storage of Explosives:

The proposed production is less; therefore limited quantity of explosives will be required for blasting. Blasting operation will be done by

reputed blasting contractor having explosive license from explosive department. No need of storage of explosives at mine site.

(f) Precautions to be observed during Drilling and Blasting :-

All the necessary precautions such as hoisting of red flag at a safe

distance, alarming the people by whistling and shouting will be taken before blasting. Muffle blasting and wet drilling will be done to control

flying rock particles and dust. Suitable air respirator will be provided to drillers during blasting, controlled blasting will be done and not more than twenty holes bill be blasted at a time and no hole will not be over

charged at a time. Muffle blasting will be done to prevent flying fragments, which may

cause injury to local in habitations within danger zone. Muffle blasting will be carried out by keeping sand filled bag as on wire net placed on holes.

Quality control: In-spite of the fact that the grade variation in the production may arise, presently all the grades have good marketing. As discussed earlier, the

mining in the area has to be done by semi-mechanized method with following machineries:

1. Drilling by jackhammer drill/wagon drill 2. Disposal of mineral rejects from mining faces to stockyard to dumping

yard by trucks & tippers.

3. Supply of drinking water to storage tank near mine faces, from well, by diesel operated pump.

4. Spraying of water no mine roads by water tankers.

6.0 MINE DRAINAGE The quarry lease area is situated on a gentle sloping so there will be

no water accumulation, because the static ground water level is much below the quarry depth .So the area does not require any specific drainage pattern plan. It has already been mentioned that water table start within 30 meters

to 50 meters from the surface level and the depth of mine will not go below the 30 meters, if in future the depth of working pit goes below the general ground level, then there is likelihood of encountering water table and may

require pumping of water, which can be managed through electric or diesel pump and discharge after the proper filtration so that soluble soil will not

contaminate the surrounding area and ground water or other water source .


7.0 STACKING OF MINERAL REJECTS AND DISPOSAL OF WASTE

7.1 Nature of waste:

The waste material comprises of soil, overburden and physical rejects during the sizing of Basalt. The estimated quantity of soil, waste and rejects etc. are as follows:

Year SOIL Reject ( 05 % of ROM )

In Cub. Mts.

2015-16

2016-17

65

-

982

1812

Total 65 2794

7.2 Selection of dumping site:

Practically there is thin top soil or overburden in over the main basalt body. Waste material will be only the weathered mineral and intercalated material. The rejects generate during the blasting and sizing,

this kind of material kept separately near the southern lease boundary and not to mix with soil. The dumping site is flat and shown in the Development

and Production Plan. It is not in 7.5 meters statutory quarry limit. 7.3 Maximum height and spread of Dumps:

Maximum height of the dump will be not more than 5 meters and

spread will under the proposed limited area as shown in plan. The extent of dumping site required yearly is shown in the Development and Production Plan bearing Plate.

7.4 Stacking of Sub-Grade Mineral:

No sub- grade material will be generated either in the form of

physical rejects or chemically unsuited for industries, because the Basalt of this mine is homogeneous in nature and grade.

7.5 & 7.6 These Para are for sub grade mineral:

There is no sub-grade mineral will be stacked in the lease area so no detail discussion is required in these chapters.


8.0 USE OF MINERAL

8.1 If for captive use, the location of plant: The mineral basalt stone is not intended for captive use. Chemical

specifications are not basis for marketing, only compactness; angularity

impact value is the main criteria from the buyers Basalt stone will be sold to

various construction works in Vidisha and surrounding area after crushing.

9.0 OTHER

( a ) SITE SERVICES

Site services can be classified in following categories:

1. Statutory obligation

2. Maintenance requirement 3. Administrative requirement

1. Statutory Requirement: These facilities will include aid station, rest shelter, drinking water facility etc. in the quarry lease area.

2. Maintenance Requirement: As the method of quarry is being Semi mechanized in nature, for this purpose maintenance staff not required.

3. Administrative Requirement: For this a site office and rest shelter is required for quarry staff and will constructed in the proposed place for

day to day working as shown in the Plate.

Location of proposed site services shown in all the plans. (b) EMPLOYMENT POTENTIAL PROPOSED

Supervisory Staff 2 Part time mining engineer 1 Permit manager 1

Mining mate 1 Time keeper/store keeper cum first aider 1

Mali/watchman/pump operator 1 Skilled 2 Semiskilled 05

Unskilled Labour 25 Working days: - 300

The above manpower is considered assuming 300 working days in a year and there will not be any extra manpower required for development and

other associated job.


10.0 MINERAL PROCESSING Only manual and mechanical dressing, sizing & screening etc. will be done at Basalt quarry site. No mineral processing will be done at mine site.

11. PROGRESSIVE MINE CLOSURE PLAN (Under rule 42 ( J ) MPMMR 1996 )

11.1 INTRODUCTION

Quarry activity by virtue of their nature of operation essentially causes physical, chemical, biological and socio – economic changes in the

characteristics of area. Quarry operations disturb the original land profile. In fact some of the important minerals such as Iron ore, limestone, bauxite, dolomite etc are mainly produced from opencast mine working. The land

degradation problems associated with their production is of serious concern.

The Scientific closure of quarry operation is an issue of one decade. Mine closure is an important activity for the surrounding community in general and for quarry site in particular. As per the rule 23 of Mineral

Conservation and Development rule 1988 , for every existing quarry lease , requires to submit the progressive mine closure plan to the competent authority . Applicant –M/s Kalyan Toll Infrastructure. Ltd. granted

quarry lease of basalt stone in village – Atarikhejda, District –Vidisha of M.P. for 1.045 Hects. area and submitting the progressive mine closure

plan as per the rule 42 ( J ) of MPMMR 1996 to the competent authority Directorate of Geology and mining. The area of quarry lease is non forest land of Madhya Pradesh Govt. and the details of Khasra and their area

mentioned in Annexure in quarry lease deed. The other details of the quarry lease area are as under:

Name of the lessee – M/s Kalyan Toll Infrastructure Ltd.

Location of the quarry lease area - Village : Atarikhejda

Tahsil : Gulabganj District : Vidisha

State : Madhya Pradesh

Location shown on Location Plan Extent of the lease area - 01.045 Hects.

Type of the lease area - Non Forest pvt. land.

Method of quarry - Open – cast Semi mechanized quarry operation.


Mineral processing - Sorting and sizing of Basalt.

Land use pattern – Barren stony land not usable for agriculture or other purpose

(In Hect)

11.1.1 Reasons for closure : As per the Government order and rule

the lessee has to submit Progressive Mine Closure Plan before the final Mine Closer Plan. There is no reason for mine closure, because quarry life is more than 02 years after this plan.

11.1.2 Statutory obligations: No statutory obligations imposed by the

Government yet. Routine legislative conditions were mentioned in the

approval letter. The details as required:

Any special condition while execution of lease: No.

Any directives issued by state Govt.: No

Any imposed conditioned by MOEF or Central Pollution Board: it will be as

per MOEF/MPPCB/CPCB rules.

Directorate of Mines & Safety: Yes, when the mine will reach at 6m depth,

then lessee will follow the rule 30/24 of MMR 1996 and will give the written

information in “Form-13” to concerned authority.

S. No. AREA UNDER EXISTING LAND

USE(AREA IN

HACT.)

LAND USE AFTER

LEASE (AREA IN

HACT. )

LAND USE AFTER

END OF MINE LIFE

(AREA IN HACT. )

1 Pits --- 0.655 -----

2 Plantation 00 0.10 0.20

3 Water reservoir 00 0.00 0.655

4 Others (site office

etc.)

0.0 0.10 -----

5 Un used 01.045 0.19 0.19

Total 1.045 1.045 1.045


11.1.3 Closure Plan preparation:

Name of the mine owner : M/s Kalyan Toll Infrastructure. Ltd.

Address : R/o – Vidhya deep 15/3 Manoramaganj

Distt. – Indore

Madhya Pradesh

Name of the RQP : Ram Milan Pathak

Reg.No.- RQP/DGMM/078/2013

Address : Sri Ram Kunj, E-8, Bharat Nagar Shahpura , Bhopal

Distt.- Bhopal

Madhya Pradesh

* * * * *

11.2 MINE DESCRIPTION a) TOPOGRAPHY Please refer page no. 4 REGINOL GEOLOGY: Please refer page no.5 (iii) LOCAL GEOLOGY Please refer page no. 5 RESERVES AND RESOURCE Please refer page no. 6-8 UP DATED RESERVES: Updated reserves will be the same as geological reserves. 11.3 MINING METHOD Please refer page no. 09-18 11.4 MINERAL BENEFICIATION:- Please refer page no. 23

* * * * *

11.5 Review of Implementation of Quarry Plan / Plan of Quarry including first two years Progressive Closure Plan up-to the final closure of mine . The applicant submitting the quarry plan for approval , to the

competent authority State Govt. , as per the Rule 42 ( J ) 0f MPMMR 1996. The quarry operation will be started after the approval of mine plan.

So at this stage it is not possible to furnish the details of review regarding implantation of quarry plan including five years progressive closure plan.


11.4 Environmental Protection Air Pollution Control

During mining a temporary walls or temporary construction barricade of at least 3 meter height should be build within periphery area to protect the public from ongoing excavation.

To avoid the dust generation from the drilling operations, wet drilling method will be adopted.

Proper mitigation measures like water sprinkling will be adopted to control dust emissions.

Drill machines will be equipped with dust collectors.

Dust mask will be provided to all workers. Provision of dust filters/ mask to workers working at highly dust

prone and affected areas. Periodical monitoring of ambient air quality in and around the lease

area.

Lying of haul road as per the standards Regular maintenance of haul road and service road to reduce air – borne dust.

Dense plantation being carried in and around the proposed mines will

help in combating air pollution. In case of long transportation the trucks after loading will be covered

with tarpaulin sheets. Speed of the vehicles will be maintained within the prescribed limits. Trucks will not be over loaded and will be maintained to the optimum

body level. Water Pollution Control

Garland drains and check dams shall be constructed with appropriate settling tanks to prevent any run-offs from mine.

Ground Vibration

Muffle blasting & wet drilling will be done to control flying rock particles to avoid effect of blasting on nearby area.

Use of personal protective devices i.e. earmuffs and earplugs by workers, working in high noise areas.

Noise Pollution

Use of personal protective devices i.e. earmuffs and earplugs by workers, working in high noise areas.


11.5. Closure Plan

11.5.1 Mined - Out Land :

Quarry operation in general has adverse environmental impacts

if proper abatement measure are not taken . The magnitude and

significance of the environmental pollution caused by quarry depends

on type of mineral , method of quarry and beneficiation etc.

Reclamation and rehabilitation of mined out land are the most

important post quarry activities . As a result of quarry operation the

original ground profile will be obviously altered. The quarry lease area is

having very less top soil and overburden. The quarry lease area is a gentle

sloping undulated/flat. The reclamation and rehabilitation activity will

be commence only after the optimum thickness Basalt , which is

economically viable will be extracted . Prior to that whatsoever soil ,

waste or generated reject material , will be staked near the lease

boundary , so that it can be used for reclamation purpose only . As

proposed in quarry plan it will be used for future use only. Reclamation

operation will be commenced after attaining the optimum depth in

phased pattern from 2017 to onwards.

Reclamation and rehabilitation will be started at the end of mine life.

The excavated pit will not reclaimed by back filling. The stacked soil will be

spared around the proposed small reservoir for afforestation and

development of garden etc. will be done for public use.

Post Quarry Land Use: At the end of mine life excavated quarry lease area

will be used as pond and will be developed as a picnic spot.

11.5.2 Water Quality Management :

There is no surface water and ground water bodies available in the lease area . There is no local nallah from the lease area. No any nalla

or river is passing with in 1 km. radius of applied area. The water table is available within 30 to 50 meters from the surface level. During the summer water table goes below 40 meters and in the rainy season it

comes within 30 to 35 meters. This is evident from the nearby well and also informed by village officials. The quarry operation which proposed , is mainly Semi mechanized in nature and does not including

any polluting operation on the remarkable scale as it is very small operation . There will be no beneficiation process envisaged , so there

is no question arise any toxic discharge or dump which contaminate the surface water or ground water bodies or any other things . However all the precaution will be observed to reduce the chances of any

kind of contamination of the available water bodies , during the quarry operation.


11.5.3 Air Quality Management :

The quarry lease area is presently free from pollution. During the

drilling operation water will be used as flushing agent to completely

reduce the blowing of stone powder with air . Due to small scale

quarry operation it will not affect the immediate vicinity of the mine

lease area . The method of quarry Semi mechanized and small in

nature , and there is no proposal for deployment of machinery , which

create dust , noise or air pollution. The approach road of the lease

area prepared by boulders and tar road is very near to the site , so no

question arise of pollution due to surface transportation . Per day

trips of trucks are limited , say not more than 10 trips in a day .

Therefore no significant impact on the quality of air in the surrounding area

will feared.

11.5.4 Waste Management :

The small quantity of soil, overburden/waste and quarry reject in form of

small chips generation during the blasting and sizing of large Basalt

boulders can be called as rejects. The thickness of soil or overburden is

almost very less. So no question arise of additional waste management

in large scale prior to the quarry.

11.5.5 Topsoil Management:

This is proposed quarry, there is no top soil and overburden. However

a small quantity may be generate from joint and voids. During the five year of quarry very less Soil will be generated from the proposed pit

and this quantity will be properly to be stored near the southern lease boundary separately for reclamation purpose . The dumping site is shown in the Plate for the five years of quarry. For stabilization of the dump it is

proposed to grow grass and plantation over the dump. About 40 nos. of sapling per year proposed for afforestation with proper fencing and watering

in dry season. The proposed area of year-wise afforestation shown in Plate .

11.5.6 Tailing Dam Management:

No effluent or water etc will be discharged from the mine

. Therefore no tailing dam proposed for such a small quarry project.

11.5.7 Disposal of Quarry Machinery :

The whole quarry operation is Semi mechanized open cast. There is no

deployment of machinery. So no question arises regarding disposal of equipment.


11.5.8 Safety & Security:

The applicant will follow all the rule and regulation as per the provisions of Director General of Quarry Safety for safety and

security in this mine . To prevent access to surface opening or excavated area from cattle‟s and local people , the applicant will made

protective barbed wire fencing all around the lease boundary of the quarry lease area of 2 meters height from the 1st year of quarry operation . The applicant already appoint 1 watchmen for twenty four

hours watch , in the lease area for security purpose .

11.5.9 Disaster Management and Risk Assessment :

The quarry lease area is small and the proposed

quarry operation will be also small in nature. No river or nallah is

flowing direct vicinity to the lease area. No seismic activities, land slide

or flood etc. recorded in this area during the last 5 decade, informed

by the village officials. The quarry operation will not go to the much

deep side so chances of land slide , subsidence etc are completely nil .

11.5.10 Care and Maintenance during the temporary discontinuance:

Mainly the mine will be temporarily discontinue during the

rainy season and then during the time of local festival etc.The applicant already appointed one watchmen for security.

11.5.10 - A Economic Repercussion of closure of mine and manpower retrenchment :

As per the rule 42, (C) MPMMR 1996, mine submitting the progressive mine closure plan along with quarry plan for the approval from competent authority State Govt. before the renewal of quarry lease. The

quarry operation will be started after the approval of mine plan. So at this stage it is not possible to discuss the economic repercussion of mine

and manpower retrenchment .

11.6. Time Scheduling for abandonment

On the basis of production of basalt stone when the

mine will fully developed the anticipated life of the proposed mine is

estimated 02 years in the quarry plan on the basis of 50000 cu. Mts. In

first two years, but mainly it will be depend on the actual demand of

market . So at this stage it is very difficult to give correct time

schedule for abandonment .


11.7 Abandonment Cost

At this stage it is very difficult to estimate the

abandonment cast of this quarry operation. This will be submitted one

year before the final closure of mine as per the rules. However site office and

rest shelter which will left for public use. The year-wise reclamation and

rehabilitation cost is as follows:

At this stage it is very difficult to estimate the

abandonment cast. At quarry site only mine office rest shelter small

workshop etc. to be abandoned. No other structure remaining apart from

above. The abandonment total cost will be around 2 lakhs.

Afforestation is also a part of abandonment the estimated

cost for the period of quarry plan is as follows:

Afforestation

per year

Cost of Sampling Cost of Fencing Cost Yearly

care &

Watering

Total

40 sapling Rs10 X 40 =

400

Rs. 10000 10,000 Rs. 20400

Total cost for afforestation for the period of quarry plan will be Rs.20400.

11.8 Financial Assurance:-

As per the rule mine owner will submitted Rs. 30,000

(Thirty thousand) as financial assurance in favour of competent authorities

at the time of lease agreement /before starting the mines.


Annexure - I

CONSENT - LETTER

The Mining Plan & Progressive Mine Closure Plan in respect of

Atarikhejda Stone Quarry, Area – 01.045 Hects. in village Atarikhejda,

Tehsil – Gulabganj, District –Vidisha, Madhya Pradesh has been prepared

by Recognized Qualified Person Shri. Ram Milan Pathak, whose

Registration No. is RQP / DGMMP / 078/ 2013

I request the Directorate Geology and Mining to make

further all the correspondence regarding modification in above

Mining Plan, with the said recognized person in the following

address:

RAM MILAN PATHAK

RQP/DGMMP/078/2013

SHRI RAM KUNJ, E-8, BHARAT NAGAR

SHAHPURA, BHOPAL, DISTT. – BHOPAL

MADHYA PRADESH - 462039

I hereby undertake that , all the modifications so made in the

Mining Plan by the recognized person to be deemed to have been with

my consent and knowledge and shall be acceptable to me in all

respect.

Place: BHOPAL

(Signature of Quarry Owner/Authorized signatory)

M/s Kalyan Toll Infrastructure. Ltd.

Quarry Owner

Address of Quarry Owner:


Distt. – Indore

Madhya Pradesh

* * * * *


Annexure II

Certificate

Certified that the Progressive Mine Closure Plan of

Atarikhejda Stone Quarry ( area- 01.045 Hects. ) will complies all

statutory rule , regulations , orders made by Central or State

Government , statutory organizations , court etc. have been taken into

consideration and wherever any specific permission is required the

applicant will approach the concern authorities.

I also giving an undertaking to the effect , that all the

measures proposed in this closure plan will be implemented in a time

bound manner as proposed .

(Signature of Quarry Owner/Authorized signatory)

M/s Kalyan Toll Infrastructure Ltd.

Quarry Owner

Address of Quarry Owner:


Distt. – Indore

Madhya Pradesh


Annexure-III

C E R T I F I C A T E

1. Certified that the Mining Plan and Progressive Mine Closure Plan

Have been prepared in accordance with the guide lines issued by

Directorate of Geology and Mining , Madhya Pradesh . The Mining

Plan will be subjected to change if necessary depending on

the demand pattern of the stone.

2. Certified that the provision’s of Mines Acts , Rules and

Regulations made there- under have been observed in the Mining

Plan and Progressive Mine Closure Plan wherever specific

permissions are required the quarry owner/ Lessee will

approach to the Director General of Mines & Safety.

3. Certified that the provision’s of Mineral Conservation and

Development as per the MPMM Rules 1996 have been observed in

the Mining Plan and Progressive Mine Closure Plan, wherever

specific permissions are required , the mine owner will approach

to the concerned authorities of Directorate of Geology and

Mining , DGMS for granting permission.

4. It is also certified that the information furnished in the Mining

Plan and Progressive Mine Closure Plan are true to the best of

my knowledge .

Place : Bhopal

(Ram Milan Pathak)

RQP Reg . No. RQP/DGMMP/078/2013


Documents

(Submitted Under Rule(s) 42 of MP Minor Mineral Rule …environmentclearance.nic.in/writereaddata/FormB/EC/Additional...3 GEOLOGICAL PLAN & SECTION 1:1,000 03 ... In the South- western