of building stone quarryenvironmentclearance.nic.in/writereaddata/district/...rules-1994. the quarry...

OF

BUILDING STONE QUARRY

TO Sri. B. M Shadakshari,

S/o. B. C. Mahalingappa, Rice Flour Mill,

Beeranahalli Post, Hiriyur Taluk, Chitradurga District,

Karnataka. Over an extent of 2-00 Acres (Government Kharab Land)

In part of Sy No. 03,

Mallanakatte village, Chitradurga Taluk

Chitradurga District, Karnataka.

Submitted Under Rule 8 I, 8C, 8D, 8F and 8 H (1) of KMMC.Rules-1994

Prepared

By Ganapati S. Hegde

RQP/GOA/144/2002/A # 517, SAGAR REGAL, VI Main, Maruti Layout, Vasanthapura,

Bangalore-61 December - 2017

Contents CERTIFICATE BY APPLICANT .......................................................................................................iii

INTRODUCTION: ............................................................................................................................... 4

1. GENERAL ..................................................................................................................................... 4

a) Details of the Area: ................................................................................................................ 5

b) Topo sheet No. with Latitude and longitude: ......................................................................... 5

c) Land use pattern (Forest, Agricultural, Grazing, Barren etc): ............................................... 6

d) General location and vicinity map showing the area boundaries: ...................................... 6

PART-A ................................................................................................................................................. 7

2. GEOLOGY & EXPLORATION .................................................................................................. 7

3. QUARRYING ............................................................................................................................. 10

4. BLASTING .................................................................................................................................. 14

5. MINE DRAINAGE .................................................................................................................... 16

6. STACKING OF MINERAL REJCETS AND DISPOSAL OF WASTE: ................................ 17

7. USE OF MINERAL: ................................................................................................................... 17

8. OTHERS: ..................................................................................................................................... 17

9. MINERAL PROCESSING: ........................................................................................................ 18

PART-B ................................................................................................................................................ 19

10. ENVIRONMENTAL MANAGEMENT PLAN : ................................................................. 19

i) Base line information: ............................................................................................................. 19

ii) Water Regime: .................................................................................................................. 19

iii) Flora and Fauna: .............................................................................................................. 19

iv) Quality of air, ambient noise level and water: ..................................................................... 20

a) Air Quality: ....................................................................................................................... 20

b) Ambient noise level: ........................................................................................................ 20

c) Water quality: ................................................................................................................... 20

v) Climatic Conditions: ........................................................................................................ 20

vi) Human Settlement: .............................................................................................................. 20

vii) Public buildings, places and monuments: ................................................................... 21

b) Environment Impact assessment statement: ................................................................... 21

1) Landscape: ........................................................................................................................ 21

2) Soil and Land use pattern: .............................................................................................. 21

3) Agriculture: ....................................................................................................................... 21

4) Forest: ................................................................................................................................ 21

5) Vegetation: ........................................................................................................................ 21

ii) Air quality: ........................................................................................................................ 22

iii) Water Quality: .................................................................................................................. 22

iv) Noise Levels .......................................................................................................................... 22

v) Vibration levels (due to blasting) ........................................................................................ 22

vi) Water Regime:....................................................................................................................... 23

vii) Socio/ Economic: ................................................................................................................ 23

1) Socio and demographic profile: ..................................................................................... 23

2) Occupational health and safety: .................................................................................... 23

viii) Public buildings, places and monuments: ................................................................ 23

c) Environmental Management plan: ....................................................................................... 24

i) Storage and preservation of the top soil: ......................................................................... 24

ii) Proposals for reclamation of land affected by abandoned quarries and other mining activities during first five years. ................................................................................. 24

iii) Programme of year-wise afforestation for the initial five years: .............................. 24

iv) Stabilisation and vegetation of dumps along with waste dump management year-wise for the first five years: ....................................................................................................... 24

v) Measures to control erosion/ sedimentation of water course: ................................. 24

vi) Treatment and disposal of water from mine: ................................................................... 24

ii) Measures for minimizing adverse effects on water regime: ..................................... 24

viii) Protective measures for ground vibrations/ air blast caused by blasting. ......... 24

ix) Measures for protecting historical monuments and for rehabilitation of human settlement, likely to be disturbed due to quarrying activity: .............................................. 25

x) Socio-Economic benefits arising out of mining: .......................................................... 25

Monitoring schedules for different environmental components after the commencement of mining and other related activities: .................................................................................... 25

PART-C ................................................................................................................................................ 26

PROGRESSIVE MINE CLOSURE PLAN (PMCP) ........................................................................ 26

1. Introduction .................................................................................................................................... 26

1.1) Reasons for Closure: ........................................................................................................... 26

1.2) Statutory obligations: ......................................................................................................... 27

1.3) Closure plan preparation: .................................................................................................. 27

2. Mine Description: ....................................................................................................................... 28

2.1 Geology: ................................................................................................................................ 28

2.2 Reserves: ............................................................................................................................... 28

2.3 Mining Method: ........................................................................................................................ 29

3. Review of implementation of Mining Plan / Scheme of Mining including five years Progressive Closure Plan up to the final closure of mine : .......................................................... 29

4. Closure Plan: ............................................................................................................................... 30

4.1 Mined-Out land: ..................................................................................................................... 30

4.2 Water Quality Management: ............................................................................................. 30

4.3 Air Quality Management: .................................................................................................. 30

4.4 Waste management: ............................................................................................................ 31

4.5 Topsoil Management: ......................................................................................................... 31

4.6 Tailing Dam Management: ................................................................................................ 31

4.7. Infrastructures: ..................................................................................................................... 31

4.8 Disposal of Mining Machinery: ......................................................................................... 32

4.9 Safety &Security: ................................................................................................................. 32

4.10 Disaster Management and Risk Assessment: .............................................................. 32

4.11 Care and maintenance during temporary discontinuance: ....................................... 32

5. Economic repercussions of closure of mine and manpower retrenchments:................. 33

5.1 Number of local residents employed in the mine, status of the continuation family occupation and scope of joining the occupation back: ............................................................ 33

5.2 Compensation given or to be given to the employees connecting with sustenance of himself and their family members:.............................................................................................. 33

5.3 Satellite occupations connected to the Quarrying industry number of persons engaged therein continuance of such business after mine closes: .......................................... 33

5.4 Continued engagement of employees in the rehabilitated status of mining License area and any other remnant activities: ........................................................................................ 33

5.5 Envisaged repercussions on the expectation of the society around due to closure of Quarry: ............................................................................................................................................. 33

6. Time scheduling for abandonment : ....................................................................................... 34

Photographs of site ............................................................................................................................ 38

ANNEXURES ..................................................................................................................................... 39

CERTIFICATE

The provisions of Karnataka minor Mineral Concession (Amendment) rules 2014 have been observed in the preparation of Quarrying plan for Notification No: GABHUE:UNICHI.BE:KAGU:2017-18:1899 dated 14-12-2017, for Building Stone over an Extent of 2-00 acres situated in in part of Sy No. 03, Mallanakatte village, chitradurga Taluk, Chitradurga District, Karnataka of Sri B. M. Shadakshari. Whenever specific permissions are required the applicant will approach the concerned authorities of the Department of Mines & Geology.

The provisions of Mines Act, rules & Regulations made there under have been observed in preparation of this Quarrying plan. Whenever specific permission is required, the applicant will approach DGMS for approval. It is also certified that information furnished in the “Quarrying plan" is true and correct to the best of my knowledge

Date: 26/12/2017 Ganapati S. Hegde Place: Bangalore RQP/GOA/144/2002/A

CERTIFICATE BY APPLICANT

This is to certify that the Quarrying Plan for grant of quarrying lease in respect of Building Stone notification no. GABHUE:UNICHI:KAGA:2017-18/1899 dated 14-12-2017, ver an extent of 2-00 Acres situated in part of Sy No. 03, Mallanakatte village, Chitradurga Taluk, Chitradurga District, Karnataka has been prepared by Ganapati S. Hegde RQP/GOA/144/2002/A, qualified person of Indian Bureau of mines for preparation of Quarrying Plan and I agree to follow the same in accordance to the provisions of law. Place: Chitradurga Date: 26/12/2017 (Sri B. M. Shadakshari) (Authorized Signatory)

Building Stone Quarry

Page 4

QUARRYING PLAN OF SRI B M SHADAKSHARI FOR EXTRACTION OF

BUILDING STONE IN THE VILLAGE LIMITS OF MALLANAKATTE, CHITRADURGA TALUK OF CHITRADURGA DISTRICT, KARNATAKA.

INTRODUCTION:

Sri B M Shadakshari, has applied for quarry license for extraction of Building Stone

in part of Sy No. 03, Mallanakatte village, Chitradurga Taluk, Chitradurga District,

Karnataka over an extent of 2-00 Acres for production capacity Of 25,000 Tonnes/Annum.

Department of Mines and Geology, Chitradurga has notified the area in the name of

Sri B M Shadakshari to an extent of 2-00 Acres in Sy No. 03, Mallanakatte village,

Chitradurga Taluk, Chitradurga District, Karnataka. The Notified sketch is attached as

annexure 2.

Quarrying Plan is being prepared under rule 8I, 8C, 8D, 8F and 8H (1) of KMMC

Rules-1994. The quarry plan is prepared with the main emphasis on systematic and

scientific method of working with an aim to ensure sustainable orderly development of the

quarry and conservation of Building Stone deposits and protection of environment.

1. GENERAL

a) Name of the Applicant:

Sri. B. M Shadakshari,

S/o. B. C. Mahalingappa,

Rice Flour Mill,

Beeranahalli Post, Hiriyur Taluk,

Chitradurga District.

(Address Proof enclosed as Annexure)

b) Status of Applicant: The applicant is an individual

c) Minerals which are occurring in the area and which the applicant intends to mine:

Mineral occurring in the area is Granite as building stone. The applicant intends to

mine granite as building stone.

d) Period for which this mining license is granted / renewal proposed to be applied:

The Quarrying license is to be granted for 20 years for Quarrying Building Stone.


Page 5

e) Name of RQP preparing mining plan:

Name: Ganapati S. Hegde

RQP/GOA/144/2002/A Address # 517, SAGAR REGAL, VI Main, Maruti Layout, Vasanthapura, Bangalore-61 Mob: 9164516629

(RQP Certificate enclosed. Valid up to: 09-05-2022 as Annexure 8)

f) Name and address of the Prospecting Agency:

The applicant himself is the prospecting agent.

g) Reference No. and date of consent letter from the state Govt:

DMG letter GABHUE:UNICHI:KAGA:2017-18/1899 dated 14-12-2017

LOCATION & ACCESSIBILITY

a) Details of the Area:

The applied area is demarcated on the Topo-sheet No 57 B / 8 of the Survey of India and

enclosed vide Plate. No.1 as key plan.

State District Taluk Village Sy.No.

Area in Acres

Ownership

Karnataka Chitradurga

Chitradurga Mallanakatte 03 2-00 Government Kharab land

Existence of public road / railway line, if any nearby and approximate distance:-

The nearest human habitation is Mallanakatte village, which is at a distance of 1.00 km from

the proposed quarry site. The nearest railway station is at Chitradurga Railway station

which is at a distance of 3.30 kms (S) from the applied area.

b) Topo sheet No. with Latitude and longitude:

Topo sheet No 57 B / 8


Page 6

WGS 84 DATUM

Sl. No. Latitude Longitude 1 N 14° 15’ 28.7” E 76° 22’ 25.4” 2 N 14° 15’ 24.1” E 76° 22’ 25.3” 3 N 14° 15’ 24.1” E 76° 22’ 23.5” 4 N 14° 15’ 28.7” E 76° 22’ 23.3”

c) Land use pattern (Forest, Agricultural, Grazing, Barren etc):

The applied area is a Government Kharab land.

LANDUSE DETAILS: The present land use details is as follows.

Particulars Existing land

(acres)

Total land use during

plan period (Acres)

Area for Mining -- 1-06

Roads 0-02 0-02

Overburden dump -- 0-02

Infrastructure -- 0-02

Mineral Storage --

Topsoil Yard --

Safety Zone -- 0-28

Vacant Land 1-38 -

Total 2-00 2-00

d) General location and vicinity map showing the area boundaries:

Key Plan of the area is enclosed, showing the existing roads, village, Nalla,

agricultural land, etc. as Plate. No. 1.


Page 7

PART-A 2. GEOLOGY & EXPLORATION

a) Briefly describe the topography and General Geology and local mine Geology of the

mineral deposit including drainage pattern:

i) Topography:

From the Topo sheet No. 57 B / 8 following topographic features can be observed.

The applied area is located in Government Kharab land.

The terrain is slightly undulated due North.

No roads pass through the applied area.

No human settlements within or in the vicinity of the applied area. The nearest

village is at 1.00 kms distance.

A Seasonal Nalla has been found in the North direction flowing to South- West which

joins the nearby Tank.

The highest elevation at North portion of the site and lowest elevation at South corner

in the area are 769 mts and 781 mts respectively, having an elevation difference of

12.0 mts.

For survey purposes, a temporary bench mark (TBM) with 771.2 mts RL is considered

at South-East corner of the area and the same is shown in the Plate. No.3 & 4 (Surface

& Geological plan).

ii) Regional Geology:

Regionally the area is of Grey and other varieties of Granites and granitic gneiss

found in Chitradurga Taluk, of homogenous, soft Grey Granites with uniform color

and structure formed of gneiss and Granites exposed in the form of hillocks, boulders

outcrops followed by sheet rocks. Some Dykes are generally running North-South

direction and are cutting across the country rock and runs for several kilometers as


Page 8

discontinuous outcrop along the strike direction. The granitic gneisses huge

formations spread all over the Taluk.

iii) Local / Mine Geology:

Chitradurga Taluk, formation consists of series of slightly hilly ridges of granite and

gneissic Granites, some dykes are also intruded. The general formation is striking N-S

direction and showing foliation and banded in nature. The availability of Grey Granitic

in the area is Light bluish in color running N-S direction with uniform color, medium

to coarse grain. The exposures are seen as boulders with bedded formations and

followed by sheet rock. Grey Granitic sheet rock outcrops are exposed in the surface in

the trial pit.

The geological setting of the area is composed of gneisses and granitic gneiss of heavy

terrain of both these formations is intruded by Dykes. The different lithogical units in

this area are as follows:

Soil Cover

Dolerite Dyke

Quartz / Pegmatites

Granites

Amphibolites

Granites quartz magnetic

Granitic gneisses.

Older Metamorphic rocks.

The Grey granitic gneissic rocks are found granitic gneissic complex spread all over the

Taluk. Some Dykes are also found cutting across peninsular gneissic complex. The

Grey Granitic deposits are found in the form of boulders on the surface, followed by

Grey Granite sheet rocks. Even the sheet rocks also have discontinuous layers which

enable for easy quarrying.

(i) The Topographic plan of the applied area is prepared in 1:1000 RF with 1 mts contour

interval. For survey purpose, a temporary bench mark (TBM) with an elevation of 771.2 mts


Page 9

RL is considered in the area and the same is used as base for the preparation of surface and

geological plan and shown in Plate. No.3 & 4.

(ii) Details of exploration already carried out:

As already discussed the thickness of granite varies from 30 mts to 100 mts, no need to do

any further exploration. Road cuttings and cuttings in the Bore wells show the presence of

granite extensively in the surrounding areas.

c) Geological cross sections are drawn on a scale of 1:1000 RF. All the exposures are marked

on the section and enclosed as Plate. No.5.

d) Future programme of exploration:

Since the thickness of granite varies from 30 mts to 100 mts, covers very vast area, no need

to do any further exploration.

e) Method of Estimation of Reserves:

The reserves estimation has been made based on potential zone marked on the

geological plan and cross sections. The norms of Reserve estimation are of counting

squares of sectional areas marked on the cross sections. About 14,21,134 Ts of

‘Geological Reserves’ are estimated. In order to meet the various statutory

requirement some part of the License area cannot be excavated i.e 7.5 mtrs safety

zone area along the Mining license boundary & after deducting the quantity of Non

Mineable area, Mineable reserves estimated are 8,97,447 Ts. The details of reserve

estimation are as follows:


Page 10

Category Wise Reserves Calculation of

Building Stone Quarry - 2-00 Acres of

Sri BM Shadakshari

Section Sectional

area (Sq.m.)

Sectional Influence

(m)

Volume (Cu.m.)

ROM @2.66t/cmt

Saleable Building

stone (95%)

Intercalated Waste (5%)

Proved reserves

LL' 7,948 57

4,53,036 12,05,076

11,44,822

60,254

Probable reserves

LL' 1,425 57

81,225 2,16,059

2,05,256

10,803

TOTAL 9,373 57 5,34,261 14,21,134 13,50,078 71,057

Mineable Reserves Calculation of


Sri BM Shadakshari

Section Sectional

area (Sq.m.)

Sectional Influence

(m)

Volume (Cu.m.)

ROM @2.66t/cmt

Saleable Building

stone (95%)


Proved reserves

LL' 6,866 42

2,88,372 7,67,070

7,28,716

38,353

Probable reserves

LL' 1,167 42

49,014 1,30,377

1,23,858

6,519

TOTAL 8,033 42 3,37,386 8,97,447 8,52,574 44,872

3. QUARRYING

a) An open cast semi Mechanized method will be adopted to operate the area. Since, the

annual production is about 26,136 TPA, the Open cast method will be followed during the

plan period.

A Quarrying plan for production and development is shown in Plate.No.6.

For production, it is proposed to work from South East to North West (ref. Drg. No.6). It is

proposed to work LL’ section during the Plan period.


Page 11

b) The Tonnages of saleable Granite and intercalated waste during the plan period

is as given below

Production and Development Calculation of


Sri BM Shadakshari

Section Sectional

area (Sq.m.)

Sectional Influence

(m)

Volume (Cu.m.)

ROM @2.66t/cmt

Saleable Building

stone (95%)


I year

LL' 236 42 9,893 26,316 25,000 1,325

Sub-Total 236 42 9,893 26,316 25,000 1,325

II year

LL' 254 39 9,893 26,316 25,000 1,325

Sub-Total 254 39 9,893 26,316 25,000 1,325

III year

LL' 275 36 9,893 26,316 25,000 1,325

Sub-Total 275 36 9,893 26,316 25,000 1,325

IV year

LL' 300 33 9,893 26,316 25,000 1,325

Sub-Total 300 33 9,893 26,316 25,000 1,325

V year

LL' 330 30 9,893 26,316 25,000 1,325

Sub-Total 330 30 9,893 26,316 25,000 1,325

TOTAL 1,394 30 49,466 1,31,579 1,25,000 6,625

c)Composite plan showing pit layout at the end of every year for 5 years and sectional

views showing production schemes for 5 years are enclosed vide Plate No. 6.

d)About 6,625 tonnes of intercalated waste is required to be handled during the plan period,

which will be utilized for strengthening the approach road.

e)Proposed rate of production when the mine is fully developed and the life of the mine:

From the above it may be seen that during plan period, it is proposed to maintain a suitable

Building Stone production of about 26,136 tonnes per year.


Page 12

At the given rate of proposed production of 26,136 TPA, the life of the mine is more than 20

years.

i) Extent of mechanization:

The Method of mining shall continue to be semi Mechanized method. There will be no

changes in the proposed method of mining and deployment of machinery.

The following machines are proposed to be hired and used in the mines.

List of Machineries are as under.

Type Nos. Capacity Make Motive Power

Excavator 1 0.5cum JCB Diesel Engine

Tippers 1 10 tonnes Tata Diesel Engine

Compressors 1 33 VT4 Atlas Diesel Engine Compressed Air

Water tanker 1 3000 liters Tata Diesel Engine

Jeep 1 4x4 Mahindra Diesel Engine

1) Drilling

Type Nos. Size of hole mm

Size of Capacity

Make Motive Power

1) Tractor Mounted compressor

2) Jack Hammers

1

1

-

33

140cum

-

VT4 Atlas

-

Diesel (Fuel)

Compressed Air

2)Loading Equipment & 3) Haulage and Transport Equipment

Building Stone and intercalated waste are loaded by excavator into the tipper. Both

excavators and tippers may be purchased or hired to handle the tonnage.


Page 13

Equipment:

0.5 Cum excavator ………………………………………… 1 No

10 tonnes tipper …………………………………………..…1 No

Justification for requirement of haulage equipment with calculations:

Total max., tonnage handling per year 26,136

Number of working days 300

Number of shifts /day 1

Daily average handling in tonnes 87

Capacity of shovel 0.5 Cum

Effective handling hours/day 6.5

Bucket fill factor 0.80

Swell factor 0.80

System utility factor 0.50

Cycle time of shovel 45sec

Hence handling in 6.5 hrs shift 0.8x0.8x0.5x0.5=0.16 x2.66 (B.D.) =0.4256

in 45 seconds. i.e. = 0.4256 x 60/45

=0.57x390minutes=222 tons

For 1 shovel 222 tonnes


Page 14

Number of dumpers required

Average hauling distance 1.0km

Back 1.0km

Total 2 kms

Average speed of dumper 10km/hour

For travelling 2kms 12 min

Loading time and unloading time 9 min

Total time required/trip 12+9=21 min

Hence each dumper will make 2.8 trips say 3

trips/hour

In 6.5 hours 3x6.5=19.5x10tonnes=195

To Handle 87 tonnes/day 1 Number

3) Haulage and Transport equipment

a. Haulage within the Quarrying License hold:

Type Nos. Size of Capacity Make Motive Power

Tippers 1 10 Tonnes Tata Diesel Engine

b. Transport from mine head to the destination:

The transport from mine head to the consumer is trough hired tippers / trucks /

tractor trailer by road.

4. Miscellaneous: - Nil –

4. BLASTING

a) & b) Broad blasting parameters & type of explosives to be used:


Page 15

Considering the facts that the Building Stone requires blasting for its extraction and

that class II explosives are to be used, the powder factor can be estimated to be 6

tonnes per Kg. of explosives.

The explosive required per annum at a powder factor of 6 tonnes/ kg will be

26,136/6t/kg = 4,356 Kgs (say). It is proposed to use slurry explosive. The charge per

hole is 500gms; charging will be by safety fuse with the combination of Ordinary

detonators and slurry explosive; handling – tie up with the explosive suppliers (sale,

possesses and use of explosives); system of initiation – ordinary detonators.

Depending upon the requirement of the size of lumps, to dislodge the same, drilling

will be done in a single row by jack hammer. Drilled holes will be filled by the

Cracking agent, where next day the lumps gets dislodge by the main rock mass.

In addition, we require about 12,289 mts of safety fuse and 8,193 number of ordinary

detonators for initiation purpose. As only few holes (max 10 / round) will be blasted

at one time, no significant air blast or vibrations will be envisaged. However, since

the area is surrounded by an agricultural land, if required, sand bags/ mud bags will

be kept on holes and will be muffled in order to prevent the flying rocks.

c) Powder factor: The detailed calculations showing the powder factor in this area is as

follows.

Spacing 1.00m

Burden 1.00m

Depth of the hole 1.50m

Bulk density 2.66t/Cum

Blasting efficiency 80%

Therefore, the powder factor 1.00mx1.00mx1.5mx0.8x2.66 t/cum=3.19 tonnes for 0.5kg explosive

For 1 kg Explosive 6.38 say 6 t/kg

Therefore each hole give us 1.00mx1.00mx1.5mx0.80x2.66 t/cum=3.19 tonnes ROM

The ROM to be handled 26,136 TPA

No of holes required 26,136/3.19 = 8,193 Nos


Page 16

Total drilling required 8,193 x 1.5m= 12,289 mts

One Jack Hammer can give 40,000 m/Annum

No of Jack Hammer required 1Nos

d) Whether secondary blasting is needed, if so, describe in brief:

In case of boulders bigger than half a cubic meter, are broken after an initial blasting.

25 mm x 200mm cartridges of 140 gms shall be used for such secondary blasting.

e) Storage of Explosive:

Explosive will not be stored in the mine since the entire Handling and blasting

operations will be carried out by a licensed contractor who sell, possess and use of

explosives having a magazine with license. Blasting operations will be carried out

where ever it is permitted in the quarry License. Otherwise the extraction is by

heating and cracking process.

However, if it becomes necessary, applicant will take necessary permission from the

Competent Authority for using and storage of explosives. Explosive magazine of

25kg will be installed with the permission to use 10 kg ammonium nitrate/day.

5. MINE DRAINAGE

a) On the observation from nearby bore wells, likely depth of water table is 90 mts from

surface. But the License area is in a hilly terrain and the mining will not reach the

ground level.

b) Working expected to reach 764 mts RL level during plan period

c) Quantity and quality of water likely to be encountered, their pumping arrangement

and places where this mine water is finally proposed to be discharged.

As such there is no possibility for encountering any underground water source

during the plan period. Any rain water, accumulated in the pit during monsoon, will

be naturally drained within 2 or 3 days.


Page 17

6. STACKING OF MINERAL REJCETS AND DISPOSAL OF WASTE:

a) The nature and quality of top-soil, over burden waste and mineral rejects likely to be

removed during the next five years:

Soil of 1.0 m will be generated from the Quarry area. It is proposed to handle about

2633 tonnes of waste, and will be utilized for strengthening the approach roads

7. USE OF MINERAL:

a) The Granite from this quarry will be used as building stone.

8. OTHERS:

a) Site services:

Since Chitradurga is at a distance of 3.20 kms, most of the repairs of equipment will

be undertaken there and hence, no workshop will be maintained at mine head.

Office, stores, first-aid station, rest shelter, latrines and urinals will be constructed

and maintained outside the license area.

Potable Drinking water will be supplied to the persons working in the quarry by

disinfected and cleaned water tank/cans. No colony is maintained within the quarry

as the workers come from the adjoining villages.

b) Employment Potential

In all, there will be about 10 face workers for the Building Stone production of

26,136 tonnes/Annum (saleable production of 25,000 tonnes) @ 10 tonnes face OMS,

each worker contribute 300 man shifts per annum, it requires 26,136 /300/10 = 9+1

(15%leave/absent) workers. All others required are shown in manpower chart.


Page 18

The break –up of the above employment is given below.

1. Mine supervisors 01

2. Blaster 01

3. Excavator & Tipper Operators 01

4. Driller & Drilling Helper 01

5. Face workers 10

6. Watch & Ward 01

7. Supervisors 01

Total 16

9. MINERAL PROCESSING:

No mineral processing is proposed except manual sizing.

Ganapati S. Hegde RQP/GOA/144/2002/A


Page 19

PART-B

10. ENVIRONMENTAL MANAGEMENT PLAN :

i) Base line information:

a) Existing Land use pattern :

The extent of the License block to be granted is 2-00 Acres.

About 1-06 Acres land will be used for quarrying in the plan period. The present

land use pattern is given bellow. Statutory buildings will be away from the License

area.


(acres)


plan period (Acres)


Roads 0-02 0-02



Mineral Storage --

Topsoil Yard --

Safety Zone -- 0-28

Vacant Land 1-38 -

Total 2-00 2-00

The surrounding area is dry land, where some seasonal crops like Jowar, Paddy,

Wheat and pulses are grown.

ii) Water Regime:

There are no natural springs in the area.

The water table is about 90 m generally below the ground level. The drainage

pattern is dendritic to sub-dendritic in nature.

iii) Flora and Fauna:

The area is completely barren and devoid of any vegetation. Only few thorny bushes

are seen. As there is no forest cover, no wild life is seen in the area.


Page 20

iv) Quality of air, ambient noise level and water:

So far, the study on quality of air, ambient noise level and water is not carried out in

the specific area. However, the area around the applied area is devoid of any

industry.

a) Air Quality:

In general the SPM, SO2 and NOx concentration in the region may be within the

permissible limits, as it is a small scale quarrying.

b) Ambient noise level:

The noise levels are very low in this vicinity.

c) Water quality:

The quality of ground water is fairly good. There is no liquid waste discharge from

mining activity, which is likely to pollute water.

v) Climatic Conditions:

The normal annual rainfall in the district based on 30years is 574mm. However, in

the last decade (1996-2005) the district received an average annual rainfall of

631.7mm. Further analysis of rainfall data indicate that the there was deficient rainfall

in the years 2003, whereas the year 2005 received excess rainfall. The taluks of

Chellakere & Chitradurga faced deficit rainfall in the years of 2002 & 2004 as well,

most of the other taluks had deficit rainfall during two successive years 2002 and

2003. Post-monsoon rainfall had failed in the district during 2001 and 2004. During

the year 2003 the pre- and post-monsoon season, rainfall had failed. Rainfall is lowest

in Challakere taluk and highest in Hosadurga taluk.

vi) Human Settlement:

There is no habitation in the area. No villages are situated within the area. Workmen

and staff come from the nearby villages. So, there is no displacement involved. The


Page 21

villages falling within the buffer zone of 5 Kms from the License boundary are given

in key plan (Plate No. 1)

vii) Public buildings, places and monuments:

No public buildings, places, monument etc., exist within the applied area or in the

vicinity.

viii) Whether the area falls under notified area under water Act. 1974: Entire Karnataka falls under the notified area of the above act. Suitable action and remedial steps will be taken in case any obligation arises from the above said Act by the applicant.

b) Environment Impact assessment statement:

1) Landscape:

The area forms a hilly terrain.

2) Soil and Land use pattern:

There is about 1.0 m of soil in the applied area. Soil will be utilized for plantation

purposes.

About 1-06 acres land will be used for quarrying Building Stone in the License

period. Statutory buildings will be away from the license area.

3) Agriculture:

Due to quarrying agriculture will not be affected around the License area. Only

seasonal rain fed crops are grown such as jawar, sunflower, cotton, etc.

4) Forest:

As there is no forest area in the vicinity, and hence, there can be no effect on the

forest area

5) Vegetation:

The area is barren and devoid of any vegetation.


Page 22

ii) Air quality:

Only pollution in the air is due to dust which gets airborne due to the vehicular

movement and while loading granite, etc. Therefore, the SPM count in the air will

increase to a very small extent.

Nox, SO2 and CO values are expected to be within the permissible limits due to

proposed quarrying. Effect of quarrying is minimal. There is not much fuel burn

during mining except during transportation of granite and waste of vehicles plying

and compressor used for drilling the JH-holes.

iii) Water Quality:

Since it is rocky terrain, no ground water is found. However rain water is the source

for surface water. There is no toxic or poisonous discharge in to the drains from

mining operations. So, quality of water shall not be affected. But, in the surface

water some suspended silt particles may find their way during rainy season

iv) Noise Levels

Since it is a small scale quarrying, drilling and blasting are proposed, the back

ground noise levels will be slightly high at the site while drilling and blasting. The

area is away from roads where frequent traffic is encountered. General noise levels

are expected to be less than 80 dBa in working of the mine.

v) Vibration levels (due to blasting)

Only 8,193 jack hammer holes/annum of 1.5 mts depth will be drilled and blasted.

As, only few holes will be blasted at one time, not more than 10 holes / round, no

significant air blast or vibrations will take place. The blasting will be done during the

lunch interval of the workers, or before or after the working hours.


Page 23

vi) Water Regime:

1) Surface Water:

Here, surface water is the rain water. The chemical analysis of the Granite does not

show any hazardous parameters. Therefore, the rain water passing from the mine

working does not affect water quality.

2) Ground Water:

The ground water will not be affected as the mining operations will be conducted at

much higher levels than the ground water level. The ground water table is about 90

mts below the general ground level.

vii) Socio/ Economic:

1) Socio and demographic profile:

There are 9 villages including hamlets within the buffer zone (5km) and they all

depend on agriculture and related activities. Since the quarrying is on small scale, no

health problems are anticipated as well as safety due to quarrying operations.

2) Occupational health and safety:

Some quantity of dust will be generated during drilling operations and the

movement of trucks etc. As the quarrying is on a small scale, no appreciable impact

due to generation of small quantity of dust will be there. Regarding safety all the

precautions such as proper benches, use of safety belts, etc., will be maintained. All

the eligible workers will be provided with safety shoes and helmets.

viii) Public buildings, places and monuments:

The impact of the proposed quarrying is nil as there are no public buildings, places

and monuments in the vicinity.


Page 24

c) Environmental Management plan:

i) Storage and preservation of the top soil:

Soil of 3 m will be generated which will be used for plantation purposes.

ii) Proposals for reclamation of land affected by abandoned quarries and other mining activities during first five years.

There is no vegetation in the area. Therefore, it is not likely that there will be a loss of

vegetation in the area due to quarrying operation.

It will not be possible to go for reclamation concurrent to quarrying operations,

however, the pit can be used as irrigation pond.

iii) Programme of year-wise afforestation for the initial five years:

Afforestation will be made in the license area along the buffer zone. Plantation along approach road and village roads will be taken. About 100 saplings will be planted every year.

iv) Stabilisation and vegetation of dumps along with waste dump management year-wise for the first five years:

No dumps will be formed as all waste will be used for approach roads.

v) Measures to control erosion/ sedimentation of water course:

Since, it is a slightly undulated land with no water courses there can be no erosion /

sedimentation.

vi) Treatment and disposal of water from mine:

No mineral beneficiation will be conducted using water and hence, the question of

treating water does not arise.

ii) Measures for minimizing adverse effects on water regime:

As such, water regime is not affected. Hence, measures for minimizing adverse

effects on water regime do not arise.

viii) Protective measures for ground vibrations/ air blast caused by blasting.

As quarry is operated with controlled blasting with only 10 holes will be blasted at a

time, the Vibration due to blasting will not be much.


Page 25

ix) Measures for protecting historical monuments and for rehabilitation of human settlement, likely to be disturbed due to quarrying activity:

There is no historical monuments within or in the vicinity of the license area. There is

no habitation in the area. No villages are situated within the area. Work-men and

staff come from the nearby villages. So, there is no displacement of men involved.

x) Socio-Economic benefits arising out of mining:

People residing in the near-by villages are benefited by the direct and indirect

employment opportunity created by the quarrying activity, vocational training etc.

Monitoring schedules for different environmental components after the commencement of mining and other related activities:

No applicable as the quarry comes under ‘B’ category

Ganapati S. Hegde

RQP/GOA/144/2002/A


Page 26

PART-C

PROGRESSIVE MINE CLOSURE PLAN (PMCP)

1. Introduction Name of the Mine: Building Stone Quarry

Location of License applied area:. In part of Sy No. 03, Mallanakatte village, Chitradurga Taluk, Chitradurga District, Karnataka.

Extent of area recommended for grant of Quarry License: 2-00 Acres.

The type of License area (forest, non forest etc): Government Kharab land. The present

land use pattern and additional requirement for Plan period is as below.


(acres)


plan period (Acres)


Roads 0-02 0-02



Mineral Storage --

Topsoil Yard --

Safety Zone -- 0-28

Vacant Land 1-38 -

Total 2-00 2-00

The method of Quarrying and mineral processing operations: Open Cast Quarrying. No

Mineral Processing.

1.1) Reasons for Closure:

The reasons for closure of mining operations in relations to exhaustion of mineral,

lack of demand, uneconomic operations, natural calamity, directives from statuary

organization or court etc. should be specified:

There is no proposal for closure and the Quarrying thrives for a period till the

mineral can be exploited economically i.e. for 20 years minimum. As such there will


Page 27

be closure of the quarry; it will be due to direction from Government authorities or

due to non-renewal of the License.

1.2) Statutory obligations:

The legal obligations, if any which the lessee is bound to implement like special

conditions imposed while execution of License deed, approval of mining plan,

directives issued by the Indian Bureau of Mines, conditions imposed by the Ministry

of Environment & Forests, State or Central Pollution Control Board of by any other

organization describing the nature conditions and compliance position thereof

should be indicated here (the copies of relevant documents may be attached as

Annexure):

The applicant will abide by the terms & conditions imposed in the License deed,

comply with statutory directions of the Department of Mines & Geology, DGMS,

MOEF & Forest Dept., & other State / Central Govt. agencies from time to time.

Blasting permissions will be obtained.

1.3) Closure plan preparation:

The Names and addresses of the applicant:

Sri. B. M Shadakshari,

S/o. B. C. Mahalingappa,

Rice Flour Mill,

Beeranahalli Post, Hiriyur Taluk,

Chitradurga District,

Karnataka.

Recognized qualified person who prepared the Mine Closure Plan:

Ganapati S. Hegde RQP/GOA/144/2002/A

Address # 517, SAGAR REGAL, VI Main, Maruti Layout, Vasanthapura, Bangalore-61 Mob: 9164516629

(RQP Certificate enclosed)


Page 28

The name of the executing agency should be furnished A copy of the resolution of the board or Directors of any other appropriate administrative authority as the case may be on the decision of closure of mine should be submitted:

Owner of the Quarry is the executing agency himself. However, the Certificate is enclosed with the plan to work according to plan and hence, it is obvious that execution related responsibility lies.

2. Mine Description:

2.1 Geology:

Briefly describe the topography and general geology indicating rock types available, the chemical constituents of the rocks/ minerals including toxic elements if any, at the mine site:

The study area consists of Deccan Granite. The exposures are seen as small boulders.

By and large these continental granites are tholeiitic in composition and exhibit flow

characters. Integrated geomagnetic, geochemical tectonic and radiometric studies

indicate the age of their outpouring was in the range of 65 to 67 million years

2.2 Reserves:

Indicate the mineral reserves available category wise in the License are estimated in the last mining plan/ mining scheme approved along with the balance mineral reserves at the proposed mine closure including its quality av ailable (for final mine closure plan only):

Category Wise Reserves Calculation of


Sri BM Shadakshari

Section Sectional

area (Sq.m.)

Sectional Influence

(m)

Volume (Cu.m.)

ROM @2.66t/cmt

Saleable Building

stone (95%)


Proved reserves

LL' 7,948 57

4,53,036 12,05,076

11,44,822

60,254

Probable reserves

LL' 1,425 57

81,225 2,16,059

2,05,256

10,803

TOTAL 9,373 57 5,34,261 14,21,134 13,50,078 71,057


Page 29

Mineable Reserves Calculation of


Sri BM Shadakshari

Section Sectional

area (Sq.m.)

Sectional Influence

(m)

Volume (Cu.m.)

ROM @2.66t/cmt

Saleable Building

stone (95%)


Proved reserves

LL' 6,866 42

2,88,372 7,67,070

7,28,716

38,353

Probable reserves

LL' 1,167 42

49,014 1,30,377

1,23,858

6,519

TOTAL 8,033 42 3,37,386 8,97,447 8,52,574 44,872

2.3 Mining Method:

Describe in brief mining method followed to win the mineral, extent of mechanization, mining machinery deployed, production level etc:

Open cast semi Mechanised Quarrying method will be adopted.

3. Review of implementation of Mining Plan / Scheme of Mining including five years Progressive Closure Plan up to the final closure of mine :

This is a new project & the quarry plan is submitting for the first time. Hence the review of previous quarry plan & implementation does not arise. The various proposals made in the present quarrying plan inclusive of progressive mine closure plan for the plan period of five year are as follows & the same will be implemented during the this plan period 1) The rain water flowing from the pits is proposed to be regulated through garland Channels. 2) Bunds will be built all along the license boundary, which will restrict the flow of silt through water. 3) Afforestation will be taken up all along the safety zone area over an extent of 0-26 Acres and approach road with 375 saplings. 4) Regular Monitoring of Air, water & Noise tests. 5) Plantation will be done in stability of dump yard.


Page 30

4. Closure Plan:

4.1 Mined-Out land:

Describe the proposals to be implemented for reclamation and rehabilitation of mined-out land including the manner in which the actual site of the pit will be restored for future use. The Proposals should be supported with relevant plans and sections depicting the method of land restoration/reclamation/ rehabilitation: At the end of the life of the Quarry, depth of Quarry will be more. So back filling is neither warranted nor feasible. Since one side of the Quarry area is surrounded by the agricultural lands, this pit may be utilized as Irrigation pond by providing proper outlet for excess rain water. Proper bunding will be made around the License area. Barbed wire fencing around mined out area (at the end of License period) will be made as safety & security measures to prevent access.

4.2 Water Quality Management:

Describe in detail the existing surface and ground water bodies available in the License areas and the measures to be taken for protection of the same including control of erosion, sedimentation, siltation, water treatment, diversion of water courses, if any, measures for protection of contamination of ground water from leaching etc. Quantity and quality of surface water bodies should also be indicated and corrective measures proposed described. Report of hydrological study carried out in the area many also be submitted. The water balance chart should be given. If there is potential of Acid Mine Drainage the treatment method should be given:

No surface & ground water bodies are available in the License area. Hence, no protection or control of erosion, siltation, water treatment, diversion of water courses is required.

4.3 Air Quality Management:

Describe the existing air Quality status. The corrective measures to be taken for prevention of pollution of air should be described: Only pollution in the air due to dust which gets airborne due to the vehicular movement, drilling etc. therefore, the SPM count in the air will increase to a very small extent. NOx, SO2 and CO values are expected to be within the permissible limits due to proposed small scale Quarrying. Effect of the small scale Quarrying is minimal. There is not much fuel burn during mining except during transportation of Building Stone and waste by vehicles plying and compressor used for drilling the JH-holes. However, corrective measures will be taken.


Page 31

4.4 Waste management:

Describe the type, quality and quantity of overburden, mineral reject etc. available and their disposal practice. If no utilization of waste material is proposed, the manner in which the waste material will be stabilized should be described. The protective measures to be taken for prevention of siltation, corrosion and dust generation from these waste material should also be described. If toxic and hazardous elements present in the waste material the protective measures to be taken for prevention of their dispersal in the air environment, leaching in the surface and ground water etc should be described:

There is 1.0 m of soil which will be utilized for plantation purposes. There is 6,625

tonnes (5%) of waste to be produced which will be used for haul road and approach

road

4.5 Topsoil Management:

There is 1.0 m of soil which will be utilized for plantation purposes.

4.6 Tailing Dam Management:

The steps to be taken for protection and stability of tailing dam, stabilization of tailing material and its utilization, periodic distillation measures to prevent water pollution from tailings etc, arrangement for surplus water overflow along with detail design, structural stability studies, the embankment seepage loss into the receiving environment and ground water contaminant if any should be described :

Not applicable as there can be no tailing dam.

4.7. Infrastructures:

The existing infrastructural facilities available such as roads aerial ropeways, conveyer belts, railways, power lines, building and structures, water treatment plant, transport, water supply sources in the area etc. And their future utilization should be evaluated on case-to case basis. If retained, the measures to be taken for their physical stability and maintenances should be described. If decommissioning proposed, dismantling and disposal of building structures, support facilities and other infrastructure like electric transmission line, water line, gas pipeline, water works, sewer link, telephone cables underground tanks transportation infrastructures like electrical cable, transformers to be described in connection with restoring land of further use :

The existing infrastructural facilities available are approach roads. Water for drinking

& dust suppression will be purchased from nearest village bore wells, the rest shelter

will be provided outside the License area.


Page 32

4.8 Disposal of Mining Machinery:

The decommissioning of mining machineries and their possible post mining utilization, if any, to be described:

Hired machineries will be removed by contractor as and when not required and

applicant’s own machineries will be shifted to other projects.

4.9 Safety &Security:

Explain the safety measures Implemented to prevent access to surface openings, excavation etc and arrangements proposed during the mine abandonment plan and up to the site being opened for general public should be described:

Proper bund will be made around the License area. Barbed wire fencing around

mined out area (at the end of License period) will be made as safety & security

measures to prevent access.

4.10 Disaster Management and Risk Assessment:

This should deal with action plan for high risk accidents like landslides, subsidence flood, and inundation in underground mines, fire, seismic activities, tailing dam failure etc. and emergency plan proposed for quick evacuation, ameliorative measures to the taken etc. The capability of lessee to meet such eventualities and the assistance to be required from the local authority should also be described:

Since it is hard rock Quarrying, high risk accidents are very rare in these type of

Quarrying, as the area is free from earthquake zone and also major water body. Even

if there is any such event, the lessee is quite capable to meet such high risk accidents.

4.11 Care and maintenance during temporary discontinuance:

For every five yearly review (as given is the mining Scheme), an emergency plan for the

situation of temporary discontinuance or incomplete programme due to court order or due to

statutory requirements or any other unforeseen circumstances, should include a plan

indicating measures of care, maintenance and monitoring of status of unplanned discontinued

mining operations expected to re-open in near future. They should detail item wise status

monitoring and maintenance with periodicity and objective:

During temporary discontinuance proper bund will be made not to allow any rain

water to fill the pit. Also proper fencing will be erected around the pit as a safety

measure to enable the pit to re-open immediately in shortest possible time.


Page 33

5. Economic repercussions of closure of mine and manpower retrenchments:

Manpower retrenchment, compensation to be given, socio-economic repercussions and remedial measures consequent to the closure of mines should be described, specifically stating the following:

There will be limited socio-economic repercussions due to closure of the Quarry

activities as it is a small quarry. Since, the labours are from surrounding areas who

are basically agricultural labours, in case of closure, they will go back to their family

occupation. They will get compensation as per the Govt. rules.

5.1 Number of local residents employed in the mine, status of the continuation family occupation and scope of joining the occupation back:

Around 16 local persons will be used as labours. Most of the labours will be from the

surrounding areas who are basically Agricultural. Labours In case of closure, they

will go back to their family occupation.

5.2 Compensation given or to be given to the employees connecting with sustenance of himself and their family members:

As they are daily wages employees, they will get compensation as per the

government rules.

5.3 Satellite occupations connected to the Quarrying industry number of persons engaged therein continuance of such business after mine closes:

There can be no satellite occupation connected to the Quarrying industry. Not

applicable.

5.4 Continued engagement of employees in the rehabilitated status of mining License area and any other remnant activities:

Not Applicable

5.5 Envisaged repercussions on the expectation of the society around due to closure of Quarry:

There cannot be any repercussion on the expectation of the society around due to

closure of the Quarry as it is a very small Quarry and is well away from habitations


Page 34

6. Time scheduling for abandonment : The details of time schedule of all abandonment operations as proposed in Para 4 should be

described here. The manpower and other resources required for completion of proposed job should be described. The schedule of such operations should also be supplemented by PERT (Programme Evaluation & Review Technique), Bar Chart etc

It is proposed to carry out the following activities with an anticipated duration with PMCP.

Item

s

Details

Area (Ha) proposed year

Quantity Proposed year

Expenditure Proposed

1 2 3 4 5 1 2 3 4 5 1 2 3 4 5

(A)

Recl

am

ati

on

an

d R

eh

ab

ilit

ati

on

of

min

ed

ou

t p

it a

nd

are

a

i) Backfilling (within the License as per PMCP)

ii) Afforestation on the backfilled area

iii) Other (Please Specify e.g. Afforestation on exhausted benches

iv) Pisciculture

v) Converting into water reservoir

vi) Picnic spot

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-


Page 35

Item

s

Details




1 2 3 4 5 1 2 3 4 5 1 2 3 4 5

(B)

Sta

bil

izati

on

an

d

reh

ab

ilit

ati

on

of

du

mp

s

i) Terracing

ii) Pitching

iii) Construction of parapet walls

iv)Construction of check dams

v) Construction of settling ponds (drains etc)

vi) Desitling of settling ponds, Channels

vii)Afforestation on dumps

viii) Others (Please specify)Fence/Bund

--

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

--

-

-

-

-

-

-

-

--

-

-

-

-

-

-

-

-

-

-

-

- - - - - - - - -

C)R

eh

ab

ilit

ati

on

of

Barr

en

are

a w

ith

in

Lic

en

se

i) Afforestation

ii) others

a) Strengthening

100

100

100

100

100

20

,000

20

,000

20

,000

20

,000

20

,000


Page 36

Item

s

Details




1 2 3 4 5 1 2 3 4 5 1 2 3 4 5

D)

En

vir

on

men

tal

mo

nit

ori

ng

(co

re z

on

e a

nd

bu

ffer

zo

ne s

ep

ara

tely

i) Ambient Air Quality

ii) Water Quality

iii) Noise Level Survey

iv) Ground vibration

v) Other (Please Specify)

Rs.50,000/year

7.0 Abandonment Cost: Cost to be estimated based on the activates required for implementing the protective and rehabilitation measures including their maintenance and monitoring programme: Estimated cost for activities required for implementing the protective and rehabilitation measures including their maintenance and monitoring (in Rupees). Yearly Rs. 50,000/- will be spent. 8.0 Financial Assurance: The financial assurance can be submitted indifferent forms as stated in rules 23(F)(2) of Mineral Conservation and Development (amendment) Rules, 2003. In the mine closure plan, the manner in which financial assurance has been submitted and its particulars have to be indicated: The total area to be degraded by the mining and related activities during plan period will be 2-00 Acres. The financial assurance @ INR 5,000/- per acre is estimated to be Rs. 10,000/-. 9.0 Certificate: Certificate Enclosed.

10.0 Plans, Sections etc: The chapters at 1,2,3 and 4 should be supported with plans and sections. The closure plan may also be submitted depicting photography, satellite images on compact disc etc. Wherever possible:

The following plans and section have been enclosed


Page 37

KEY PLAN Plate No.1

LICENSE SKETCH Plate No.2

SURFACE PLAN Plate No.3

GEOLOGICAL PLAN Plate No.4

GEOLOGICAL CROSS SECTION Plate No.5

PRODUCTION AND DEVELOPMENT PLAN AND SECTIONS Plate No.6 & 7

PROGRESSIVE MINE CLOSURE PLAN Plate No.8

ENVIRONMENTAL PLAN Plate No.9

Date: 26-12-2017

Ganapati S. Hegde

RQP/GOA/144/2002/A


Page 38

Photographs of site


Page 39

ANNEXURES


Page 40

PLATES

Study Zone :-

Area covered under village limits of Mallanakatte village. There areno Wildlife Sanctuaries or National parks within 5 kms radius. Q.L. Area

5 K.M. Radius

GENERAL I N D E X

TOPO SHEET No. 57 B 7 & 8

KEY PLAN

Scale :- 1 : 50000 R.F.

Lessee

Plate No.

Project Title

Location

Dwg. Title1

Scale - 1 cm = 500 mtr

0 1 2 3 4 5

Ganapati S. HegdeRQP/GOA/144/2002/A

E 76°20'00"

N 14°15'00" N 14°15'00"

E 76°25'00"

E 76°20'00" E 76°25'00"

Sri. B. M Shadakshari

Area :- 2-00 Acres Date of Survey:- 22/12/2017

Sy No. 03, Mallanakatte village, Chitradurga TalukChitradurga District, Karnataka.

0

Scale :- 1cm=10m

10 20 4030 50100

GENERAL INDEX

TBM

Q.L.Boundary

Safety zone

Mine Road

T. Bench Mark

ContoursSURFACE PLAN

Scale :- 1 : 1000 R.F.



Lessee

Plate No.

Project Title

Location

Dwg. Title3



GPS READING OF CORNER PILLARS

CORNER

PILLAR

LATITUDE LONGITUDE

BP-1 N 14°15'28.1" E 76°22'25.4"

BP-2 N 14°15'24.1" E 76°22'25.3"

BP-3 N 14°15'24.1" E 76°22'23.5"

BP-4 N 14°15'28.7" E 76°22'23.3"

MAP DATUM - WGS-84

769

770

771

772

773

774

775

776

777

778

779

780

781782

BP-1

0

Scale :- 1cm=10m

10 20 4030 50100

Scale :- 1 : 1000 R.F.

Lessee

Plate No.

Project Title

Location

Dwg. Title


Ultimate pit limit

Building stone

GEOLOGICAL INDEX

GEOLOGICAL PLAN4

GENERAL INDEX

TBM

Q.L.Boundary

Safety zone

Mine Road

T. Bench Mark

Contours Sri. B. M Shadakshari



Soil Cover

769

770

771

772

773

774

775

776

777

778

779

780

781782

GEOLOGICAL CROSS SECTION

Lessee

Plate No.

Project Title

Location

Dwg. Title5

Proved Reserves

Probable Reserves

Q. L. Boundary

Safety Zone

Ultimate Pit Limit Scale :- 1 : 500 R.F.


0

Scale :- 1cm=5m

5 10 2015 2550




Ultimate pit limit

Building stone

GEOLOGICAL INDEX

Soil Cover

0

790

780

770

760

750

DATUM 700 m

740

730

720

710

PRODUCTION AND DEVELOPMENT PLAN

Lessee

Plate No.

Project Title

Location

Dwg. Title6

Scale :- 1 : 1000 R.F.

0

Scale :- 1cm=10m

10 20 4030 50100


Ultimate pit limit

GEOLOGICAL INDEX

5 Years Workingarea

ProposedRetaining Wall

ProposedDumping Yard

ProposedBenches

Building stone

GENERAL INDEX

TBM

Q.L.Boundary

Safety zone

Mine Road

T. Bench Mark

Contours

Workings




769

770

771

772

773

774

775

776

777

778

779

780781

782

776 m level779 m level

773 m level770 m level767 m level

764 m level

Proposed workingfor 5 years764 m level

Lessee

Plate No.

Project Title

Location

Dwg. Title7

Development for 5 years

I year

II year

III yearQ. L. Boundary

Safety Zone

Ultimate Pit Limit

PRODUCTION AND DEVELOPMENT SECTIONS

Scale :- 1 : 500 R.F.


0

Scale :- 1cm=5m

5 10 2015 2550

IV year

V year




Ultimate pit limit

Building stone

GEOLOGICAL INDEX

Soil CoverSECTION ON - LL'

10

Distance in m.

20 30 40 50 60 70 80 90 100 110 120 130 142 m

Lessee

Plate No.

Project Title

Location

Dwg. Title

Scale :- 1 : 1000 R.F.

0

Scale :- 1cm=10m

10 20 4030 50100

PROGRESSIVE MINE CLOSURE PLAN8


0-02

1-06

--

2-00Total 2-00

--

0-02

0-02

0-02

0-28

Landuse pattern at the end of 5 years

--

--

1-38

--

ParticularsExistingLanduse(Acres)

FinalLanduse(Acres)

MiningRoadsOverburden DumpInfrastructureMineral StorageTop soil yardSafety ZoneVacant Land

Ultimate pit limit

GEOLOGICAL INDEX

ProposedRetaining Wall

ProposedBenches

Soil cover

Building stone

GENERAL INDEX

TBM

Q.L.Boundary

Safety zone

Mine Road

T. Bench Mark

ContoursSri. B. M Shadakshari



769

770

771

772

773

774

775

776

777

778

779

780781

782

776 m level779 m level

773 m level770 m level767 m level

764 m level

Proposed workingfor 5 years

764 m level

ENVIRONMENTAL PLAN

Lessee

Plate No.

Project Title

Location

Dwg. Title9

0

Scale :- 1cm=50m

50 100 200150 250500

Scale :- 1 : 5000 R.F.

Ultimate pit limit

LEGENDQ.L.Boundary

Safety zone

Mine Road

TBM T. Bench Mark

60 m Buffer

500 m Buffer

Agricultural Land

Top soil yard

Infrastructure

Overburden dump

Mineral Storage area

Quarry Area

Buffer Zone

Proposed retaining wall

Rocky area

Plain Land


Other Quarry Workings




769

770

771

772

773

774

775

776

777

778

779

780781

782

776 m level

779 m level

773 m level

770 m level

767 m level

764 m level

Proposed working for 5 years

of building stone quarryenvironmentclearance.nic.in/writereaddata/district/...rules-1994. the quarry...

Documents