45
1 FORM- 1 BASIC IFORMATIO Sl. o. Item : Details 1 Name of the Projects : Black granite mine over an Extent of 166-92.0Ha S.F.No.917(Part)&921(Part) of Mahimandalam Village, Katpadi Taluk, Vellore District, Tamil Nadu State.. 2 S. No. in the schedule : 1(a) 3 New/Expansion/Modernization : Ongoing project. 4 Proposed capacity/area/length /tonnage to be handled/ command area/lease area/number of well to be drilled : Area:-166-92.0 Hectares. The Total Proposed Capacity for the five years= 5006.500m3. Production per annum 1001.300 Cbm. 5 Existing capacity/Area etc. : 166-92.0 Ha. 6 Category of the project i.e. ’A’or ‘B’ : AAbove 50-00.0 Hect. 7 Does it attract the general condition? If yes, please specify. : No, Doesn’t attract any items mentioned in general condition. 8 Does it attract the specific condition? If yes, please specify. : No ,Doesn’t attract any items mentioned in the special conditions 9 Location Plot/Survey/Khasara No : S. F .No:- 917 (Part) & 921(Part) Village : Mahimandalam Taluk : Katpadi District : Vellore State : Tamil Nadu 10 Nearest railway station/airport along with distance in Km : Katpadi 11 Nearest Town, City, District Headquarters along with distance in Km : Town :- Katpadi City :- Vellore District Head Quarters:- Vellore 12 Village Panchayats, Zillah Parishad, Municipal Corporation, Local body (complete postal addresses with telephone nos. to be given) : Mahimandalam village Panchayat, Katpadi Taluk, Vellore District 13 Name of the applicant : Tamil Nadu Minerals Limited 14 Registered address : No. 31,Kamarajar Salai, TWAD House, Chepauk, Post Box No.2961, Chennai-600 005 15 Address of correspondence : Tamil Nadu Minerals Limited, No. 31, Kamarajar salai, TWAD House, Chepauk, Post Box No. 2961, Chennai- 600 005.

FORM- 1 BASIC I FORMATIOenvironmentclearance.nic.in/writereaddata/Online/TOR/0_0... · 2015-04-13 · Production per annum 1001.300 Cbm. 5 Existing capacity/Area etc. : 166 -92.0

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Page 1: FORM- 1 BASIC I FORMATIOenvironmentclearance.nic.in/writereaddata/Online/TOR/0_0... · 2015-04-13 · Production per annum 1001.300 Cbm. 5 Existing capacity/Area etc. : 166 -92.0

1

FORM- 1

BASIC I FORMATIO

Sl.

o. Item : Details

1

Name of the Projects

: Black granite mine over an Extent of

166-92.0Ha S.F.No.917(Part)&921(Part) of

Mahimandalam Village, Katpadi Taluk,

Vellore District, Tamil Nadu State..

2 S. No. in the schedule : 1(a)

3 New/Expansion/Modernization : Ongoing project.

4 Proposed capacity/area/length

/tonnage to be handled/ command

area/lease area/number of well to be

drilled

: Area:-166-92.0 Hectares. The Total Proposed

Capacity for the five years= 5006.500m3.

Production per annum 1001.300 Cbm.

5 Existing capacity/Area etc. : 166-92.0 Ha.

6 Category of the project i.e. ’A’or ‘B’ : A’ Above 50-00.0 Hect.

7 Does it attract the general condition?

If yes, please specify. : No, Doesn’t attract any items mentioned in

general condition.

8 Does it attract the specific condition?

If yes, please specify. : No ,Doesn’t attract any items mentioned in

the special conditions

9

Location

Plot/Survey/Khasara No : S. F .No:- 917 (Part) & 921(Part)

Village : Mahimandalam

Taluk : Katpadi

District : Vellore

State : Tamil Nadu

10 Nearest railway station/airport along

with distance in Km : Katpadi

11 Nearest Town, City, District

Headquarters along with distance in

Km

: Town :- Katpadi

City :- Vellore

District Head Quarters:- Vellore

12

Village Panchayats, Zillah Parishad,

Municipal Corporation, Local body

(complete postal addresses with

telephone nos. to be given)

: Mahimandalam village Panchayat,

Katpadi Taluk,

Vellore District

13 Name of the applicant : Tamil Nadu Minerals Limited

14 Registered address

: No. 31,Kamarajar Salai,

TWAD House,

Chepauk,

Post Box No.2961,

Chennai-600 005

15

Address of correspondence

: Tamil Nadu Minerals Limited,

No. 31, Kamarajar salai,

TWAD House,

Chepauk, Post Box No. 2961,

Chennai- 600 005.

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2

Name : Thiru .M. Vallalar, I.A.S.,

Designation

(owner/partner/CEO) : Managing Director

Address

: Tamil Nadu Minerals Limited,

No. 31, Kamarajar salai,

TWAD House,

Chepauk,

Post Box No.2961.

Pin code : 600 005

e-mail : [email protected]

Telephone No : 044-28410382/28511972

Tele/Fax No. : 91-44-28511972

16

Details of alternative sites examined,

if any Location of these sites should

be shown on topo sheet.

: No alternatives site examined

17 Interlinked Projects : Nil

18 Whether separate application of

interlinked project has been

submitted?

: No

19 If yes, date of submission : Not Applicable

20 If no, reason : Since it is granite Quarry operation only.

21 Weather the proposal involves

approval/clearance under: If yes,

details of the same and their status to

be given.

a) The Forest (conservation)

Act, 1980?

b) The Wildlife (Protection)

Act , 1972?

c) The C.R.Z Notification,

1991?

: No

a). The proposed site is located at

Mahimandalam Village, Katpadi Taluk, &

Vellore District. The Project site does not

fall in forest land and activities. Hence, the

Project does not attract the Forest

(Conservation) Act 1980.

b) There is one Panapallumalai R.F.-

1.5km(NE), radius and Mahimandalam R.F.-

4.0km(SW) radius from the project site.

This area does not attract the wildlife

(protection) Act 1972.

c) The proposed project is away from the

coast and it doesn’t attract under CRZ

Notification

22 Whether there is any government

order/policy relevant/relating to the

site?

: Renewal of Mining Lease was granted in

G.O.3(D) Ms.No. 45 Industries(MME.1)

Department, dated:20.11.2002,for 20 years

from 23.11.2002 to 20.06.2022.

23 Forest land involved (ha)

: Nil (Non-forest land)

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3

24 Whether there is any litigation

pending against the project and/or

land which the project is proposed to

be sent up?

. Name of the court

. Case No

. Order/direction of the court, if any

and its relevance with the proposed

project

:

No

II. ACTIVITY

1. Construction, operation or decommissioning of the Project involving actions,

which will cause physical changes in the locality (topography, land use, changes in

water bodies, etc.)

Sl.

o.

Information/checklist

confirmation

Yes

/

o

Details thereof(with approximate

quantities/ rates, wherever possible) with

source of information data

1.1

Permanent or temporary change in

land use, land cover or topography

including increase in intensity of

land use (with respect to local land

use plan)

Yes The process involves drilling and Controlled

blasting for Granite mining. Afforestation

will be carried out as per mining plan in a

Phased manner.

1.2 Clearance of existing land,

vegetation and buildings?

No Not required, Since the project is rocky,

vacant and uncultivable area. Except few

shrubs and weeds which will be cleared for

mining operations.

1.3 Creation of new land uses? Yes The existing land use will be altered and

beautified with vegetation and proper road

layouts.

1.4 Pre-construction investigations e.g.

bore holes, soil testing?

No No Applicable. Since, no major construction

activity involved in the mining lease area

1.5 Construction works? No The proposed project does not need any

construction works.

1.6 Demolition works? No Nil, Any demolition does not arise in

construction activities. In the operational

phase drilling and controlled blasting for

granite will be carried out.

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1.7 Temporary sites used for

construction works or housing of

construction workers?

No No, major construction activities involved.

Mine office, store and first aid shed are

proposed during operation phase in semi

permanent structures.

1.8 Above ground buildings, structures

or earthworks including linear

structures, cut and fill or

excavation

No The project does not involve any construction

process.

1.9

Underground works including

mining or tunneling?

No Open cast, semi-mechanized mining involves

drilling and Controlled blasting for granite

quarrying.

1.10 Reclamation works? Yes It is proposed not to back fill the ultimate pit,

in as much as good quantity of reserves is

available below the workable depth of 30 m

and there is possibility of technology up

gradation in future for economic granite

mining for greater depths. The pit boundaries

shall be safely fenced and used for pisci

culture when the pit is filled with rain waters.

1.11 Dredging? No Not Applicable

1.12 Offshore structures? No Not Applicable

1.13 Production and manufacturing

processes?

Yes As a granite quarry project, the process

involves Site Preparation, controlled blasting

or diamond wire cutting for separation and

splitting up of granite blocks, loading of

granite blocks and transportation to granite

processing units or to the destination of the

buyers.

1.14 Facilities for storage of goods or

materials?

No The mined out granite blocks will be

immediately transported to the factories or

buyers destination.

1.15 Facilities for treatment or disposal

of solid waste or liquid effluents?

Yes Over burden, side burden, rock fragments and

rubbles generated as granite rejects during

production works and the country rock

fragments during development works are

proposed to be dumped along the North

eastern and South western parts of the mining

area. Suitable variety of soil brought from

outside will be utilized for green zone

development and rehabilitation of over

burden dumps. Domestic Sewage of 1.12

KLD shall be treated in septic tanks followed

by soak pit and No trade effluent shall be

generated.

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5

1.16 Facilities for long term housing of

operational workers?

No No housing facility will be provided, as

laborers from the nearby villages will be

employed for the mining operation.

1.17 New road, rail or sea traffic during

construction or operation?

No The Existing transport facilities will be

utilized for the proposed project.

1.18 New road, rail, air waterborne or

other transport infrastructure

including new or altered routes and

station, ports, airports etc?

No The Existing transport facilities will be

utilized for the proposed project.

1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

movements?

No

The proposed project will not cause any

changes in the existing traffic movements.

1.20 New or diverted transmission lines

or pipelines?

No The proposed project does not involve any

diversion of transmission/pipelines.

1.21 Impoundment, damming

culverting, realignment or other

changes to the hydrology of

watercourses or aquifers?

No No aquifers present inside the mine lease

area.

1.22 Stream crossings? No No streams passing through the mine lease

area.

1.23 Abstraction or transfers of water

from ground or surface waters?

Yes Fresh water 2.3 KLD will be used for

domestic purposes, Dust suppression and

Drilling purposes through Mahimandalam

Village Panchayat.

1.24 Changes in water bodies or the land

surface affecting drainage or run-

off ?

No There will not be any changes in the water

bodies or the land surface affecting drainage

or run-off

1.25 Transport of personnel or materials

for construction, operation or

decommissioning?

No The mined out stones will be transported to

the site as required through existing

roadways.

1.26 Long-term dismantling or

decommissioning or restoration

works?

No No long term dismantling or

decommissioning is involved in this project.

1.27 Ongoing activity during

decommissioning which could have

an impact on the environment?

No Since it is a quarrying operation only.

1.28 Influx of people to an area in either

temporarily or permanently?

No Does not arise.

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1.29 Introduction of alien species? No The project mining activity does not

introduce any alien species.

1.30 Loss of native species or genetic

diversity?

No The proposed mining activity involves

clearing of minor shrubs and weeds and does

not cause loss of native species or genetic

diversity.

1.31 Any other actions? No Temporary approach road have already been

formed.

2. Use of atural resources for construction or operation of the Project (such as land,

water, materials or energy, especially any resources which are non-renewable or in short

supply)

2.1

Land especially undeveloped or

agricultural land (ha)

Yes Undeveloped rocky barren land.

2.2 Water (expected source & competing

users) unit: KLD

Yes Total Water Requirements-2.3KLD

through Mahimandalam Village

Panchayat

2.3 Minerals(MT) No Not Applicable, it is a mining project

2.4

Construction material –stone ,aggregates,

sand/soil(expected source-MT)

No

Not Applicable, it is a mining project

2.5

Forest and timber (source-MT)

No Nil

It is a mining project

2.6 Energy including electricity and fuels

(source, competing users)

Unit: fuel(MT),energy(MW)

Yes Diesel will be utilized for operating

compressors and other machineries.

Diesel usage will be 1000 lit/month.

2.7 Any other natural resource(use

appropriate standard units)

No Nil

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7

3.Use,storage,transport,handling or production of substances or materials, which could be

harmful to human health or the environment or raise concerns about actual or perceived

risks to human health.

3.1 Use of substances or materials , which

are hazardous (as per MSIHC rules) to

human health or the environment (flora

fauna, and water supplies)

No

No hazardous substances are utilized

for the Project activity.

3.2 Changes in occurrence of disease or

affect disease vectors (e.g. insect (or)

water borne diseases)

No

Does not arise

3.3 Affect the welfare of people

e.g. by Changing living conditions?

No The proposed project will provide

direct and indirect employment and

thereby improve the economic

standard of people in the surrounding

villages.

3.4 Vulnerable groups of people who

Could be affected by the Project e.g.

hospital patients, children the

elderly etc.

No

Does Not Arise.

3.5 Any other causes No Nil

4. Production of solid wastes during construction or operation or decommissioning

(MT/month)

4.1

Spoil, over burden or mine wastes

Yes

The mine waste includes over burden

side burden, rock fragments and

rubbles generated as granite rejects

during production works and the

country rock fragments generated

during development works. The

wastage of approx. 161878.515m3 for

the five years generated during,

drilling as per the scheme of mining.

4.2 Municipal waste(domestic and or

commercial wastes)

No No Domestic waste will be generated

in the proposed project

4.3 Hazardous wastes (as per Hazardous

waste Management rules)

No This project will not produce any

hazardous waste.

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4.4 Other industrial process wastes No No waste other than items mentioned

in 4.1

4.5 Surplus product No No Surplus product will be generated.

4.6

Sewage sludge or other sludge from

effluent treatment

No Sewage generated will be treated in

septic tanks followed by soak pit. No

trade effluent shall be generated

4.7 Construction or demolition wastes No Does not involve any construction or

demolition activities

4.8 Redundant machinery or equipment No Nil

4.9

Contaminated soils or other materials No Machineries will be maintained in

good working condition and measures

will be taken to prevent oil spillage.

Thus this project will not cause any

soil contamination.

4.10 Agricultural wastes No Not Applicable

4.11 Other solid wastes No This project will not produce any

other solid waste except the over

burden, side burden, rock fragments

and rubbles generated as granite

rejects during production works.

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5. Release of pollutants or any hazardous, toxic or noxious substance to air (kg/hr)

5.1 Emissions from combustion of

fossil fuels from stationary or

mobile sources

Yes Emission expected from mining

machineries and transportation vehicles.

5.2 Emissions from production

processes

Yes Dust emission during Drilling and

Controlled blasting and which will be

controlled by sprinkling of water at

regular interval.

5.3 Emission from materials handling

including storage or transport

No Vehicles transporting the materials

within the project site will be the only

source of emission. Water will be

sprinkled at regular time intervals in

order to suppress dust emission. The

vehicles will be maintained in good

condition in order to reduce the

emission as per the norms.

5.4

Emissions from construction

activities including plant and

equipment

No No, Does not involve any construction

activities.

5.5 Dust or odors from handling of

materials including construction

materials sewage and waste

Yes Does not involve any construction

activities. Dust emission is envisaged

during handling, storage and transport;

Dust will be suppressed by sprinkling

water at regular time intervals. Sewage

generated will be treated in septic tanks

followed by Soak pit.

5.6 Emission from incineration of

waste

No Does not arise.

5.7

Emission from burning of waste in

open air (e.g. slash materials,

construction debris)

No Nil

5.8 Emission from any other sources No Nil.

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6. Generation of noise and vibration and Emission of Light and Heat:

6.1 From operation of equipment

e.g engines, ventilation plant,

crushers

Yes Noise and Vibration from other mining

equipments, will be controlled through best

operating practices and proper maintenance at

regular intervals.

6.2 From industrial or similar

processes

No Not Applicable.

It is a mining project

6.3 From construction of demolition No Not Applicable

It is a mining project

6.4 From blasting or piling Yes Blasting will be carried out a maximum of 10

Mins /day. Controlled blasting will be done in

the Morning and evening hours.

6.5

From construction or

operational traffic

Yes This project is having operational traffic for

loading of mined materials. This will be

regulated to avoid noise & emission.

6.6 From lighting or cooling

systems

No Not Applicable

6.7 From any other sources Yes Vehicles transporting materials will Contribute

noise that to intermittent.

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7. Risk of contamination of land or water from releases of pollutants into the ground

or into sewers, waters, ground or into sewers, surface waters, groundwater, coastal

waters or the sea

7.1

From handling, storage use or

spillage of hazardous materials

No Explosives such as gelatin, delay

detonators etc, may also be used

occasionally at places further away

from the granite deposit for certain

development works such as forming

approach roads.

7.2

From discharge of sewage or other

effluents to water or the land

(expected mode and place of

discharge)

Yes Sewage generation will be treated in

septic tanks and disposed through soak

pit. No trade effluent will be generated

from the proposed project.

7.3

By deposition of pollutants

emitted to air into the land or into

water

No The dust emission envisaged during

handling and transportation of materials

will be suppressed by sprinkling water at

regular intervals

7.4

For any other sources

No As efficient management plan is

proposed for the project, it will not have

any significant long term impact on the

surrounding environment.

7.5

Is there a risk of long term build

up of pollutants in the environment

from these sources?

No Nil

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8. Risk of accidents during construction or operation of the Project, which could affect

human health or the environment

8.1

From explosions, spillages,

fires etc from storage,

handling, use or production

of hazardous substances

Yes Explosives such as gelatin, delay detonators etc

may also be used occasionally at places away

from the granite deposit for certain

development works such as forming approach

roads to the working faces below ground level

for forming flat surfaces to be used as dumping

yard etc . The explosives required for this mine

is obtained from the authorized licensed dealer

for which necessary permission will be

obtained from the authority concerned. The

blasting will be under the direct supervision of

the statutory persons of TAMIN.

8.2 From any other causes No Only shallow mining is proposed the project,

hence it will not cause any risk due to blasting

or subsidence. Due care will be taken during

mining with the statutory supervisors person

approved the Director of Mines Safety.

8.3 Could the project be

affected by natural disasters

causing environmental

damage (e.g. floods,

earthquakes, landslides,

cloudburst etc)?

Yes The project area falls under Seismic Zone –III

(IS 1893-1984). Further it is not in a flood

prone, cyclone or land slide prone areas.

During flood season quarrying operation will

be suspended or discontinued if required.

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9. Factors which should be considered (such as consequential development) which

could lead to environmental effects or the potential for cumulative impacts with other

existing or planned activities in the locality:-

9.1 Lead to development of supporting.

Facilities, ancillary development or

development stimulated by the project

which could have impact on the

environment e.g:

.Supporting infrastructure (roads,

power supply, waste or wastewater

treatment, etc.)

. Housing development

.Extractive industries

.Supply industries

.Others

No

No

The project will not lead to

development of supporting utilities

since existing roads will be used for

transport.

Manual/semi mechanized mining

by deployment of Local people.

9.2 Lead to after-use of the site, which

could have an impact on the

environment

Yes Pits created during operation can be

used as rain water harvesting

structures. Number of trees

removed from the blasting sites will

be replaced with new saplings.

9.3 Set a precedent for later developments. No Not arise.

9.4 Have cumulative effects due to

proximity to other existing or planned

with similar effects.

No Any possible negative impact due to

dust emission will be suppressed by

Spraying water.

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(III) E VIRO ME TAL SE SITIVITY

Sl.

o. Areas ame/

Identity

Aerial distance(within 15 km)

Proposed Project location boundary

1 Areas protected under international

conventions national or local

legislation for their ecological

landscape, cultural or other related

No No ecological, Landscape, cultural or

other related value area in 15 km radius.

2 Areas which are important or

sensitive for ecological reasons –

Wetlands, watercourses or other

water bodies, coastal zone,

biospheres , mountains, forests

No

Ponnai River-5.5 km (SE)

Mahimandalam R.F.-4.0 km(SW)

Panapallumalai R.F.-1.5 km(NE)

3 Areas used by protected, important

or sensitive species of flora or fauna

for breeding nesting, foraging,

resting, over wintering, migration

No No Significant Species

4 Inland, coastal, marine or

underground waters No There is no inland, Coastal and Marine or

underground waters around the site.

5 State, National boundaries No

There is no State National Boundaries are

crossing within 10 km radius.

6 Routes or facilities used by the

public for access to recreation or

other tourist, pilgrim areas

No

Not Applicable.

7 Defense installation No Not Applicable.

8 Densely populated or built-up area Yes Mahimandalam village located at an

aerial distance of 0.5 km from the project

site.

9 Areas occupied by sensitive

manmade land uses (hospitals,

Schools, places of worship,

community facilities )

Yes Hospital:-

1. Primary Health Cetre ,

Bommasamudram -7.0km (SW)

2. Government hospital,Ponnai.-6 m(NE)

School :-

1) Thiruvallur University-6.0 km (SW)

2) Serkkadu Higher Secondary

School,Sekkadu-6.0 km(SW)

Temple:-

1) Ponnai Dharupathi Amman Temple -

6.0 km (SE)

2) Vallimalai Temple -5.0 km(SE)

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“I hereby given undertaking that the data and information given in the application

and enclosures are true to the best of my knowledge and belief and I am aware that if any

part of the data and information submitted is found to be false or misleading at any stage,

the project will be rejected and clearance given, if any to the project will be revoked at

our risk and cost”

Date: Signature of the applicant

GE ERAL MA AGER Place: Chennai -5 Tamil Nadu Minerals Limited

No.31, Kamarajar Salai,

TWAD HOUSE, Chepauk,

Chennai-600005.

10 Areas containing important ,high

quality or scarce resources (ground

water resources, forestry

,agriculture, fisheries, tourism

,minerals)

No There is no high quality or scarce

resources.

11 Areas already subjected to pollution

or environmental damage (those

where existing legal environmental

standards are exceeded)

No Not Applicable

12 Areas susceptible to natural hazard

which could cause the project to

present environmental problems

(earthquakes subsidence, landslides,

erosion, flooding for extreme or

adverse climatic condition)

Yes The area under study falls in Zone –III,

according to the Indian Standard Seismic

Zoning MAP.

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IV) Proposed TOR (Terms of Reference)

Terms of Reference (TOR) for preparation of Environmental Impact Assessment (EIA)

and Environmental Management Plan for “Mining of Minerals” as per the EIA Notification,

2006 has been devised to improve the quality of the reports and facilitate decision-making

transparent and easy. TOR will help the project proponents and consultants to prepare report

with relevant project specific data and easily interpretable information. TOR for mining of

minerals is expected to cover all environmental related features.

1. Introduction

� Profile of the Project Proponent, name and contact address, Implementing

Organization, Organizational Chart, Project Consultants etc., should be

mentioned clearly.

� Land description-plot / survey / khasra numbers, village, tehsil, district, state and

extent of the land must be mentioned clearly. The Project site should conform to

the CRZ guideline or modification s or stipulations made by the Central / State

Government as applicable.

� The proponent should confirm that the project meets all Centre / State /Local

regulations and standards applicable for mining of minerals and allied activities.

� Any litigations pending against the proposed project and / or any directions or

orders passed by any count of law / any statutory authority against the project are

to be detailed out.

2. Project Description

Background of the project:

� Location of the project (Longitude, Latitude, Revenue village, Tehesil, District,

State, nearest Railway Station, Airport, and MSL)

� Objective of the project (captive mine, standalone etc) whether it is new or

expansion (Increase in ML area or increase in annual production) or

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modernization. Proposed use of minerals (sale, use as intermediates or raw

materials). Any change in technology proposed should be specified.

� Location of National Park, Wildlife Sanctuary, Migratory routes of wild animals

etc., within 10 km of mine lease area should be authenticated by the Chief Wild

life Warden.

Project details should include:

� Overall note on minerals reserves, rated capacity, life of the mine.

� If the lease area / buffer zone is ecologically fragile, a detailed justification is to

be given.

� Period of mining lease and calendar programme of ore and waste production.

� Status and stages of other regulatory clearances like approval of mining plan,

forest clearance, consent to establish from State Pollution Control Board etc.

� Solid waste dumping strategy and management.

� Energy demand / specific energy consumption.

� Water requirement and reliability of its supply.

� Manpower recruitment.

� Capital cost estimate.

� Market conditions vis a visa validity of the project.

� Essential Toposheets / Maps to be provided with TOR application.

� Topographical map.

A topographical map 1:25,000 scale (if not available in 1:50000) of the study area (core zone

and 10 km area of the buffer zone from boundary of the core zone) delineating the major

topographical features such as land use, drainage, locations of habitats, major constructions

including roads, railways, pipelines, major industries if any in the area are to be mentioned.

A topographical map, covering aerial distance of 15 km from the proposed project location and

delineating environmental sensitive areas as specified in Form of EIA Notification.

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� Digital Elevation Model (DEM) / slope / Contour maps /contour / slope maps, as

required for the study of core zone and site plan of the area showing the various

proposed break-up of the land.

� Description of the project site, geology, topography, hydrology, climate, transport

and connectivity, demographic aspects, socio-cultural and economic aspects,

villages, settlements, meteorological data.

� Geology (Regional and Local).

� Reserves and quality of the ore with chemical composition (Grade of Percentage).

Associated minerals, if any, should be mentioned.

� Deposit condition such as ore strength, host rock strength, shape, grade, dip, size,

uniformity and depth.

� General description of the project with ancillary operations such as crushing,

beneficiation etc.

� Surface geological plan in the lease hold area, transverse section of mineral

deposits, contour maps at intervals of not more than 03 meters.

� Breakup of land use of lease hold area.

� Type (Open cast, Underground or Both) and method of mining (Manual, semi-

mechanized or mechanized).

� Nearness to a large water body.

� Mode of transportation of ore and waste.

� Hydrology of the area and calculation for mine seepage water and Ground water

draw down.

Open Cast Mining

� Deposit conditions.

� Working depth (below ground level and Mean Seal Level)

� Mining Plan (Height and Width of the benches in over burden, ore body,

proposed inclination / slope of the sides).

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� Surface plan showing mine working 5th year, 10

th year, 15

th year, 20

th year 25

th

year, 30th year as per the approved mine plan.

� Type of blasting, drilling and explosives.

� Detail of machineries) mining, transportation, and material handling) with

production capacity.

� Plan for backfilling of mine pit.

� Overburden dumps stability study and reclamation.

General Features

� Surface drainage pattern at mine site (modification / diversion in the existing

drainage pattern).

� Mineral transportation outside mining lease area (road, rail, conveyor, rope way,

water way, pipeline, others etc.)

� Beneficiation, Crushing, Processing etc. (process flow).

� Township description, (area dwelling units, distance from mine, distance of water

bodies).

� Power and water supply.

3. Description of the Environment Baseline Environmental Status

Environmental data to be collected in relation to proposed mining would be: (a) land

(b)water (c) air (d) biological (e) noise and vibration (f) socio economic (g) health

environment etc.

a) Study area

� Study area for the mining projects should be defined as follows:

� Mine lease area should be the “core zone”.

� 10 km radius from the boundary limits of the mine lease area of more than 50

hectares should be the “buffer zone”.

� 5 km radius from the boundary limits of mine lease area of 5.50 hectares should

be “buffer zone”.

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� Maps (appropriate scale) of the study area (core and buffer zone), clearly

delineating the locations of various monitoring stations (air / water / noise / soil),

superimposed on locations of habitats are to be shown.

� Monitoring and testing should be done as per guidelines of CPCB / MOEF.

b) Land Environment

Pre-mining land use pattern of (agricultural land / forest land / grazing land / waste

land / water bodies / settlement) of the area is to be detailed out. Details of mineral

resources, geological status of the study area and the deposit to be worked, ultimate

working depth and progressive stage wise working plan / scheme until the end of the

mine life should be mentioned on the basis of the approved rates capacity and

calendar plan (s) of production. From the approved mining plan, geological maps

should be drawn.

c) Land

Baseline data on land, of mine leased-areas is to be described. Total land available

and proposed utilization for different purposes including built-up area be given.

Justification of the use of area is to be given.

d) Topography

� Topography the study are through topographical maps (1:50000), showing all

relevant details required for assessment of the proposed activities. Description in

relation to following be given.

� Slope and elevation.

� Natural drainage pattern and water bodies.

e) Land use pattern (habitation, cropping, forest cover, ecologically sensitive features

etc. by employing remote sensing techniques (If available).

f) Geology

Geology of the area is to ascertain sensitivity. It also defines the layers of geological

formations, from which the permeability and possible faults and fissures can be known.

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g) Soil

� The study should include.

� Soil quality at representative monitoring stations (type, classification, soil

characteristics etc).

� Fertility status of soil samples.

� Pre-mining land use pattern, cropping pattern, vegetarian cover etc. (remote

sensing data)

h) Air Environment

The study should include the following.

� Climate and meteorology (temperature (max and min.), relative humidity, and

rainfall) indicate the nearest IMD meteorological station from which

climatological data have been obtained.

� Wind rose (Wind directions and speeds, 24 hourly data).

� Air quality monitoring data in respect of SPM, RSPM, SO2, NOX, CO, Heavy

Metals in SPM (Mineralogical) Fe, Mn, Pb, etc.), any other project specific

pollutants. Monitoring should cover one full season except monsoon. Frequency

and methodology adopted should be as per CPCB / MOEF guidelines.

� Monitoring stations are to be located based on dominating wind directions,

habitations and e\terrain features in the study area. The monitoring stations

should cover upwind. Down wind, cross wind, core zone and sensitive areas.

i) Water Environment

Sources of water (river, ground water, mine water, other surface water), their

requirement, and utilization for various operational need of the project, at different stages

are to be discussed.

A detailed water balance should be provided. The breakup of water requirement as per

different activities in the mining operations should be given separately. Approval of

competent authority for utilization of ground and surface water should be provided.

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Surface Water

� Locations of representative monitoring stations showing direction and

distance from the mine lease site.

� Details of rivers, springs, lakes, reservoirs and drains up to first order in

study area.

� Physio-chemical analysis including heavy metals, biological,

bacteriological characterization for assessment of water quality. Water

quality of water body with respect to upstream and downstream should be

covered.

� Delineation of water sheds and water drainage pattern in the study area

using remote sensing satellite imageries.

� Surface water balance (withdrawal of surface water and release of mine

drainage water).

� Lean season flow of the nallah from where water is drawn.

Ground Water

� Ground water potential, recharge and budgeting.

� Hydrogeology and aquifer characteristics of the area.

� Grounds water quality, ground water potential of the area and its

availability ground water table (pre monsoon and post monsoon).

� The details of locations of ground water observation wells with respect to

core zone should be described.

� The monitoring stations should cover the whole study area.

� Water bodies existing and water bodies likely to be created due to mining

activities.

� Water requirement and waste water bodies likely to be created due to

mining activities.

� Water requirement and waste water generation from various activities of

mine.

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j) oise Environment

� Locations of monitoring stations for noise measurements in accordance

with the direction and distance from the sources and habitations.

� Day-time and night-time noise level monitoring (leq).

� Vibration and air over pressure, caused due to blasting, transport and

process equipments, wherever applicable

Flora

� Detail description of vegetation type ;in core and buffer zone (include

photography).

� Assessment of plant species with respect to their dominance, density,

frequency, abundance, diversity index, similarity index, importance value

Index.

� Location of National Parks, Sanctuary, Biosphere Reserve, Tiger Reserve,

Elephant Reserve, wild life migratory routes in core and buffer zones.

Fauna

� Assessment of fauna and avi-fauna.

� List out endangered and endemic species as per the schedule of the

Wildlife protection Act, 1972.

k) Socio-Economic Environment

� Data on demography, traditional skills, sources of livelihood within the

study area.

� Socio-economic profile of the people with in 2, 5 and 10 km from the

mine.

� Human settlement, health status, sources of livelihood.

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Waste Generation

The Report should cover the following

� Solid waste from mining and processing operations, their quality and

quantity (overburden, low-grade ore etc.) Quantity and quality of

associated minerals and possible recovery.

� Top soil quantity, quality and its management

� Recovery and recycling possibilities

� Site features of locations possibilities.

� Site features of locations of waste storage and disposal

� Solid waste generation from Effluent Treatment Plant township, hospitals

etc.

4. Anticipated Impacts and Mitigation Measures

a) Land Environment

Anticipated Impacts:

� Impact on topography, drainage pattern, land use with respect of

agriculture, forestry, built-up area etc.

� Impact on soil quality and agriculture, soil erosion.

Mitigation Measures:

� Plan for restoration / rehabilitation of mined-out area

� Technological measures to prevent soil erosion from core and buffer

zones.

� Plantation / afforestation of local varieties of plants

� Measures to control and conserve runoff from various locations.

� Landscaping, plantation, afforestation to minimize adverse visual and

noise impact.

b) Air Environment

Anticipated Impacts

� Emission Inventory of SPM, RSPM, SO2, NOX, and site specific

pollutants

� Prediction of fugitive dust emissions due to mining activities, crushing

and cleaning plants, loading and unloading, transportation by rail, road or

conveyor.

� Impact of fugitive dust emission of flora and fauna Prediction of impact

on ambient air quality using appropriate mathematical model.

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Mitigation Measures;

� Measures to reduce the emissions of pollutants during mining, loading,

unloading, transportation, drilling, crushing etc. to maintain the air quality

� Adoption scientific mining methods to reduce dust emission from point

and line source

� Planned green belt development

c) Water Environment (Surface and ground water)

Anticipated Impacts

� Impact on ground water regime / streams / lake / springs due to mining, to

be assessed from hydro-geological study.

� Impact of water drawal on surface ground water resources.

� Impact on surface and ground water quality due to discharges from

mining, tailings pond, workshop, township, leachate from solid waste

dumps etc.

� Ingress of sea water, particularly for mining projects in coastal areas.

Mitigation Measures:

� Measures to minimize contamination of surface and ground water.

� Construction of gully checks, check dams, sedimentation ponds, settling

tanks, water weirs, retaining walls etc. with design and site features for

control of run-off.

� Mine water treatment for meeting the prescribed standard

� Steps to minimize impact on water table if mining intercepts groundwater

regime.

d) oise Environment

Anticipated Impacts:

� Prediction of noise level a different representat5ive monitoring stations.

� Impact of vibrations including damage to materials / structures due to

blasting.

� Impact on ambient noise level due to rock excavation, transportation,

processing equipments and ancillaries’.

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Mitigation Measures:

� Measures for noise abatement including point source and line source.

� Measures to minimize effect by blasting.

� Lay out planning to minimize the impact on receiving environment.

� Planned preventive maintenance.

� Selection of low noise equipment failing which use of retrofit for existing

equipment.

e) Biological

Anticipated Impacts (Flora and Fauna):

� Impact on forest resources, economically important plants, medicinal

plants and threat to rare, endemic and endangered species.

� Impact on terrestrial and aquatic biodiversity.

� Impact on wildlife including avi-fauna.

� Impact on wildlife habitat and migratory corridors.

Mitigation Measures:

� Measures to compensate the low of forest coverage.

� Measures for protection and conservation of wildlife species.

� Green belt and its raising schedule

� Progressive afforestation in overburden, reclaimed mined out areas

f) Socio-Economic Environment

Anticipated Impacts

� Displacement of human settlements during the life of the mine.

� Positive and negative impacts on present status of livelihood in the area

� Impact on the cropping pattern and crop productivity in the buffer zone.

� Impact on community resources such as grazing land.

Mitigation Measures:

� Rehabilitation and resettlement of land oustees and displaced people.

� Compensation for loss of land and crops.

� Training to locals for employment in the project.

� Employment opportunities and access to other amenities such as

education, health care facilities to be extended to locals.

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g) Mine Wastes

Anticipated Impacts:

� Loss of Vegetation and wildlife habitat.

� Impact on surrounding agricultural land.

� Impact to ground water quality due to leachate

� Impact of hazardous wastes and liquids.

Mitigation Measures:

� Land reclamation and mine closure plan.

� Overburden dumps stabilization to minimize impact due to runoff.

� Municipal solid waste management.

� Measures to control runoff from waste dumps and mining surface.

� Hazrdous waste management as per regulatory guidelines.

5) Environmental Monitoring Program

� Monitoring of quality of after, air, noise, vibration and occupational health

status of project personnel and surrounding habitations.

� Planned monitoring program to evaluate the effectiveness of various /

specific aspects of technological / mitigation measures.

� Environmental audit of various activities including budgeting and

financial management with reference to environmental management.

� Hydrogeological monitoring for the entire mine life and restrictive

monitoring during reclamation.

� Plantation monitoring programme to ensure survival and growth rate of

plantations.

� Analysis of data, its interpretation and evaluation (any additional studies

to be carried out if required).

� Mine closure plan along with the fund requirement for implementation of

the activities proposed there under.

6. Additional Studies

a) Public consultation

Public hearing with the issues raised by the public and the response of the project

proponent in tabular form should be discussed.

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7. Risk Assessment (RA) and Disaster Management Plan (DMP)

Mining activities are always associated with risk relating to hazards and accidents.

Therefore risk analysis and risk mitigation should be clearly indicated in the report. This

should include the following:

� Identification and type of risk associated with mining (slope failure,

subsidence, fly rock fragments, fires, toxic / hazardous / flammable gas

release / explosion, inundation etc.).

� Details of safety measures to prevent accident and disaster.

� Disaster management plan and emergency response system ;with proper

organizational set up ;to deal with such situation.

� Disaster management plan for safe mining particularly for underground

mines where toxic fumes and other risks are involved.

� Occupational health risks.

8. Project benefits

This action describes the improvements in physical and social infrastructure. It

details out the employment potential and other benefits that are accrued.

8. Environmental Management Plan (EMP)

� Administrative and technical set up for management of environment.

� Mechanism of self monitoring for compliance with environmental

regulations.

� Institutional arrangements proposed with other organizations /

Government authorities for effective implementation of proposed

environmental management plan.

� Conservation plan for the endangered / endemic flora and fauna found in

the study area and for safety of animals visiting / residing in the study area

and also those in the migratory corridor.

� Integrating in the environmental management plan measures for

minimizing use of natural resources-water, land, energy etc.

10) Summary and conclusion (Summary EIA)

� Introduction

� Project description and Project benefits

� Anticipated environmental impacts and mitigation measures

� Additional studies

� Environmental Monitoring Program

� Environmental Management Plan

� Risk Assessment (RA) and Disaster Management Plan (DMP)

11) Disclosure of consultants engaged.

The team of consultants engaged in this project will be given.

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PRE-FEASIBILITY REPORT

1. I TRODUCTIO

1.1 IDE TIFICATIO OF PROJECT PROPO E T.

M/s.Tamil Nadu Minerals Limited (An Undertaking of Government of Tamil Nadu) has

been established in the year 1978 to carryout systematic mining and development of different

minerals all over the state. Ever since its inception TAMIN has developed expertise in the

mining of granite dimensional stones of different varieties including black granite (Dolerite),

Kashmir White (Leptynite), Paradiso (Migmatite gneiss), Green Onyx (Syenite – porphyry) Red

wave (Pink Feldspathic gneiss) Colombo Juparana (Pegmatitic granite gneiss of migmatite

origin), Raw silk (Yellow Feldspathic Leptinite) and a number of other coloured granite varieties

apart from other industrial minerals viz., quartz and feldspar, graphite, limestone, silica sand,

vermiculite, etc.,

TAMIN has also set up industrial units for processing the granite stones one each at

Manali (Chenna)i, Madhepalli at Krishnagiri District and Melur at Madurai District

respectively. A Beneficiation plant for the beneficiation of graphite ore has been established

close to Sivaganga Graphite mine. An exfoliation plant for the processing of vermiculite

mineral at Ambathur (Chennai) has also been established. Further, TAMIN is the only

organization recognized by Bureau of India Standard for manufacture and supply of I.S.Sand all

over the country.

This report is in conformity with the objectives of TAMIN as well as in compliance of

Rule 17 of Granite Conservation and Development Rules, 1999 (hereinafter referred to as

GCDR, 1999),. The present Pre-feasibility report has been prepared in respect of the Black

Granite quarry, located at Mahimandalam village S.F.No.917(Part) & 921(Part), Katpadi Taluk,

Vellore District, Tamil Nadu for which TAMIN obtained mining lease vide G.O. Ms. No.45,

Industries (MME-1) Department dated 20.11.2002 for the period of 20 years from 23.11.2002

to 22.11.2022.

As per the Environment Impact Assessment (EIA) Notification dated 14th September

2006 and its subsequent amendments and Honbl’e Supreme Court order of January 13, 2015, the

mining project, which requires Environmental Clearance from the State Environmental Impact

Assessment Authority (SEIAA).

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TAMIN as a part of the compliance to the regulatory requirement i.e., to obtain

Environmental Clearance from MoEF has appointed Environmental Consultants who are

accredited by National Accreditation Board for Education and Training (NABET)-Quality

Council of India (QCI), New Delhi.

1.2 BRIEF DESCRIPTIO OF ATURE OF THE PROJECT

The Mining Plan for Black Granite in Mahimandalam (S.F.No:-917(Part) & 921(Part),

Katpadi Taluk, Vellore District, Tamil Nadu was approved by the Directorate of Geology and

Mining, Chennai vide dated 16.11.2001.

The scheme of mining shall be submitted to the State Government or any person in his

behalf by that Government at least one hundred and twenty days before the expiry of the five

years period, for which it was approved on the last occasion vide Rule 18(3) of Granite

Conservation and Development Rules 1999.

Hence the scheme of mining –I was submitted 120 days before the date of approval of

mining plan to the authority vide this office Letter No. 8301/ML3/2007 dated.17.04.2007 and

subsequently the scheme of mining–II was submitted vide this office Letter No.2366/ML2/2012,

dated. 21.02.2012. Both mining schemes (scheme-I & II) are still under process at the

Commissionerate of Geology& Mining, Chennai.

The State Government of any person authorised in this behalf by that Government shall

convey its or his approval or refusal to the Scheme of Mining within 90 days of the date of its

receipt vide Rule 18(4) of GCDR 1999.

If approval or refusal of the scheme of mining is not conveyed to the holder of the lease

within the stipulated period the scheme of mining shall be deemed to have been approved and

such approval shall be subject to final decision whenever communicated vide Rule 18(5) of

GCDR 1999.

Thus it implies that the Scheme of mining in respect of the subject area have been

deemed approved as per the above said Rule.

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Applicant Details:

Name and Address

TAMIL NADU MINERALS LIMITED

(An Undertaking of Government of Tamil Nadu)

31, Kamarajar Salai, P.B.No.2961, Chepauk,

Chennai – 600 005, Tamil Nadu State

Phone Number +91 44 28410382, 28511972

Fax Number +91 44 28524960

E-mail [email protected]

Status Public Sector Undertaking. Fully owned by the Govt. of Tamil Nadu

Type of Mining Granite Quarrying Unit

Period of Mining The Period of mining lease for 20 years

Details of the Area:

a) The area is marked in the Survey of India Topo Sheet No.57O/4&8.

c) The area lies in the Northern latitude of 13o 05’ 17.40” and Eastern longitude of 79

o 13’ 9.50”

District&

State Taluk Village S.F. o.

Area in

(Hects) Occupancy

/Ownership

Vellore

Tamil

Nadu

Katpadi

Mahimadalam

917(Part)&921(Part)

166.92.0

Government

Poramboke

land

1.3 EED FOR THE PROJECT & ITS IMPORTA CE.

The granite dimensional stone material by virtue of its pleasing colour and texture such

as and its best ability to take polishing and appealing look in polished product has attracted the

consumers in the building construction and interior decoration industries. The domestic market

capabilities have also been explored in recent periods. Bulk quantity of the blocks are produced

and exported as raw blocks and some quantity is being processed at TAMIN’s Granite

processing units and exported as value added finished products.

1.4 EMPLOYME T GE ERATIO

This project will provide direct employment for about 36 persons and indirect

employment chisel workers one gang for about 3 person specifically for dressing of blocks.

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2. PROJECT DESCRIPTIO .

2.1. LOCATIO DETAILS

The proposed Granite Mine is over an extent of 166.92.0 Hects in SF No.917(Part) &

921(Part) located at Mahimandalam Village, Katpadi Taluk, Vellore

District, lies in the northern latitude of 13o 05’ 17.40” and eastern longitude of 79

o 13’ 9.5”.

The area is marked in the survey of India Topo sheet No. 57O/ 4 & 8.

2.2 SITE SALIE T DETAILS

Salient details of the projects is given below:-

Description Details

Site Location

Topography Undulating Terrain

SOI Topo sheet 57 O/4&8

Nearest City Town : Katpadi-16.0Km(NE)

City : Vellore 21.0 km (SW)

District Head Quarters : Vellore

Nearest Highway N.H-4- 6.0 Km (SW)

Nearest Railway Junction Katpadi Railway Junction -16.0 km (NE)

Nearest Airport Chennai -103.67 km (E)

Nearest Water Bodies/River/Sea Ponnai aru-5.5 km (SE)

Archaeologically Important Places None within 15 km radius

National Parks/Wildlife Sanctuaries Mahimandalam R.F-4.0 km (SW

Reserved/Protected Forests Panapallumalai R.F.-1.5 km(NE)

Mahimandalam R.F.-4.0 km(NE)

Seism city Zone III

Defence Installations None within 15 Km radius

2.3. I FRASTRUCTURE

The Mahimandalam mine is located at about 2kms North of Mahimandalam and is easily

accessible through Ramapuram Periabodinatham road.

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2.4 GEOLOGY A D RESERVES

2.4-1 PHYSIOGRAPHY

The area generally manifests an undulating topography with low lying plain area. The

area receives scanty rainfall (about 3cm per annum) and the rainy period is mainly from

September to November in every year. The summer is hot with maximum temperature up to 430

C. The area experiences sub-tropical climate.

2.4.2. GEOLOGY

The area is comprised of Feldspathic granitic gneiss as country terrain with a general

trend of N250W, dipping 70

0 to 75

0 North Westerly. Small occurrences of garnetiferous gneiss

and pockets of Tremolite mica schist and pink granite veins are seen. Thin veins of quartz are

also noticed.

A number of basis dykes are seen distributed in the entire lease hold area as dyke

swarms while majority of dykes are trending ENE-WSW direction, some dykes are seen

trending NE-SW and also N-S.

The dykes should have been emplaced in different periods as discernible from the nature

and qualities such as grain size, texture and colour of dykes. The joint pattern also varies of

which the prominent ones are N 100 W, N

80

0 E, N 25

0 E and N50

0 W with steep dips. The joints

are widely spaced, as a result of which bigger sized granite blocks could be produced in this

area.

From the study of disposition, grain size and texture of dykes in this area mine area it

could be conveniently derived that there are five series of emplacement of dykes in this area The

dykes No.III & IV may be considered as the oldest followed by the formation of dyke NO- VI

and subsequently the dykes V and VII to XV have been emplaced. The dykes V,VI, VII and

XI to XV are considered not economically viable due to the small magnitude, highly weathered

nature and abundance of inclusions etc.

Even though a number of dykes occur in this area, only four dykes (viz, dyke I,II,III&X

are larger ones as their lengths are more than 1 km , with considerable width of 20m to 70m. The

dykes IV, VII, VIII and ix are comparatively thin and discontinuous yet mineable in select areas.

The dykes V,VI,VII and XI to XV are considered not economical viable due to the small

magnitude highly weathered nature and abundance of inclusions etc..

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2.5 METHOD OF MI I G

2.5.1 Open Cast Working

In accordance with the Regulation 106 (2) (a) of the Metalliferous Mines Regulations

1961, in all open cast workings where the ore body forms hard rock, the working faces and sides

should be adequately benched and sloped. A bench height not exceeding 6m and a bench width

not less than the height has to be maintained. The slope angle of such benches and sides should

not exceed 60o from the horizontal. However, observance of these statutory provisions into in

granite dimensional stone mining is seldom possible due to the field difficulties and technical

reasons as below:

1) The granite mineral is to be recovered as undamaged rectangular dimensional blocks. In

the attempt to form the benches and sides with the above statutory parameters, haphazard

blasting may be involved, in which case the commercial granite body may get spoiled

due to generation of blasting cracks.

2) In the exercise of forming the benches with 60o slope within the granite deposit, the

portion confined within the 60o as with its complimentary part in the extricated block

will become a mineral waste while shaping into rectangular blocks.

3) The granite industry needs blocks as huge as a few cubic metre volumes with

measurements up to 3m x 2m x 2m. Production of such huge blocks with a moving bench

of 6m height is not possible. A production of such huge blocks in turn increases the

recovery and reduces the mineral waste during dressing. Blocks of smaller size of certain

varieties of granite are not marketable in the receding.

4) Formation of too many benches with more height and the width equal to the height may

lead to mineral lock up.

Hence in order to avoid granite waste and to facilitate economical and convenient mining

operations, it is proposed to obtain relaxation to the provisions of Regulation 106 (2) (a) up to a

bench parameter of 10m height and 3m width with vertical faces. Such a provision for relaxation

of the Regulation has been provided within the regulation 106 (2) (a). Further, it is to be

noteworthy that opencast granite mining operations with the above proposed bench parameters

may not be detrimental to Mines Safety, since the entire terrain is made up of hard rock, compact

sheet and possess high stability on slope even at higher vertical angles.

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It is proposed not to backfill the pit in as much as good quantities of reserves are

underlying the pits. The stock yard for the granite blocks produced and the dressing yard where

the manual dressing and shaping of the blocks are carried out are located near the working pit in

order 10 minimize the lead from the pit to the dressing yard and stock yard. A mine office, store

room, first-aid room and workers rest shelter have been provided.

2.6 MI I G

Open cast, semi-mechanized mining with 10m vertical bench with a bench width of 6m

has been proposed. Under the regulation 106(2) (a) of the Metalliferous Mines Regulation 1961

in all open cast working in hard ore body, the benches and sides should be properly benched and

sloped. The eight of any bench shall not exceed 6m and the width thereof shall not be less than

the height. The benches shall be sloped at an angle of more than 60o from the horizontal.

The production of Colour granite dimensional stone in this mine involves the following

methods typical for granite stone mining, in contrast to any other major mineral mining.

1) Splitting of rock mass of considerable volume from the parent sheet rock carefully

avoiding any kind of damage in the form of cracks in the deposit by adopting the

following methods.

a) Separation of two vertical ends along the width side by diamond wire cutting.

b) Separation of the horizontal (bottom) and the vertical (length side) planes by

serial blasting simultaneously along the above two plans by using 32mm dia blast

holes charged with mild explosives like gunpowder or detonating cord.

All the above process continued together aiming at the liberation of huge volume of the

granite body from the parent sheet rock is called ‘primary cutting’.

2) The secondary splitting in to required size involves long hole drilling up to the

bottom of the separated block and mild blasting along the required plans.

3) Now – a – days the secondary splitting is carried out by way of splitting and

overturning cushion operational procedure. The procedure is by utilizing the

compressed air available at the quarry at 7 to 8 bar pressure, initially (widening)

splitting up to 15 to 18 cms. Next by using super imposed cushion widening up to 80

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cms and overturning of the blocks. The blocks spitted as above are toppled and

removed from the pit to the dressing yard by using hydraulic excavators.

4) Removing the defective portions and dressing into the dimensional blocks are done

manually using feather and wedges and chiselling respectively by the labourers who

are skilled in this work.

The defect free rectangular shaped dimensional stones as acceptable to consumers are

produced by the method described as above which is constantly supervised by experienced

mining geologist.

The waste material generated during mining activity include the rock fragments of

different angularity formed during the works, during the removal of naturally defective and

uneconomical portions of the deposits and the working waster formed during dressing of the

extricated blocks. Such waster material are proposed to the dumped along the 7.5m safety

distance along the lease boundary / barren area where the commercial granite occurrences are

not seen/ the area covered with poor quality granite deposit identified to be uneconomical due to

sheared and contacted nature or the presence of closely space natural joints, etc.

2.7 BLASTI G

The blasting parameters in the mining of Granite dimensional stones are entirely

different from that of industrial minerals, since the basic purpose for the use of explosives in

both the cases are entirely different. In the industrial minerals, maximum fragmentation and

crushing of the ore is essential, whereas in the granite mining, the granite stones are to be

extricated intact, without any damage on both the extricated part and the parent rock body.

Wagon drilling and heavy blasting is seldom used in granite mining.

The portion to be extricated from the parent rock body is freed in all planes by adopting

different methods as described in chapter 4.0. Only mild explosives such as gun powder,

detonating cord, ordinary detonators etc will be used for the production of granite blocks. The

blast holes of 32mm diameter are drilled up to the bottom of the horizontal plane all along the

required planes without deviations sub grade drilling is avoided, since it may damage the

underlying granite deposit.

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Conventional 32mm dia blast holes are drilled perfectly parallel to each other at 20 to

25cm intervals without any hole deviations, all along the required plane of splitting. The holes

are drilled up to a depth few cms above the required horizontal plane. Sub grade drilling is not

necessary since the splitting will be effected up to a further distance of few cms from the drill

hole on blasting. Sub grade drilling may affect the underlying granite deposit.

Explosives such as gelatine, delay detonators etc may also be used occasionally at places

further away from the granite deposit for certain development works such as forming approach

roads to the working faces below ground level for forming flat surfaces to be used as dumping

yard etc.

The explosives required for this mine is obtained from the authorised, licensed dealer for

which necessary permission will be obtained from the authority concerned. The blasting will be

under the direct supervision of the statutory persons of TAMIN.

Now–a–days the splitting within the sheet rock is effected by diamond wire sawing,

which largely reduces the use of explosives in granite mining. Many adverse effects of blasting

are avoided and hence Diamond wire cutting will substantially increase the recovery. Hence it is

proposed to deploy one wire saw machine in this mine shortly.

2.8. EXPLORATIO PROPOSED TO BE CARRIED OUT

A number of valuable data for economical mining of the granite stone in this area have

already been known from the actual mining practice during the past 25 years in this field.

a) Occurrence of the Black granite stone is economically viable quality and quantity has

been established by geological mapping and visual examination by mining geologist experiences

in granite mining which have been proved by actual mining practice.

b) The depth persistence of the granite stone is proved beyond the workable limits of 30

m from the petrogenetic a character of the granite body as well as from the actual mining

practice. Considering the hilly deposit with sheet rock formation of 30m depth persistence from

the surface level has been taken as economically workable depth to include all the three

categories of mineral reserves viz, proved, probable and possible reserves.

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c) The recovery of the saleable granite stones has been established as 5% from the visual

exploration and from the data available by actual mining practices during the past mining in this

area.

Hence, having established all the data necessary for economic exploitation in this area,

no definite programme for future exploration has been drawn. The mining activities during the

next five years with deep cuts may render additional data as may be required for future planning.

2.9 METHOD OF ESTIMATIO OF RESERVES

The correct geological plan demarcating the commercially viable granite body has been

prepared on 1:4000 scale. Fifteen cross sections on suitably chosen lines across the longitudinal

axis of the deposit have been drawn.

The cross sectional area for the proved depth persistence of 25m from the ground level

and top surface of the granite body has been worked out for each cross section. The cross

sectional area multiplied by its length of influence on the longer axis gives the bulk volume (in-

situ reserves) within the cross sectional area. The sum total of the in-situ reserves available

within the individual cross sectional area gives geological reserves of the lease hold area.

From the total geological reserves, the quantity of saleable granite stone and the quantity

of granite rejects and waste generation are computed by applying the recovery factor, which

have been already established through actual mining practice as 3% by volume.

As the sale of granite dimensional stone is in terms of volumes (cubic metre) only and

not in terms of tonnage as in the case of the mining of Industrial minerals, the geological

reserves, mineable reserves and quantum of waste generation etc., are given in terms of cubic

metre (volume) only.

The details of estimation of geological reserves and mineable reserves with reference to

the geogolical plan and sections in Plate No:-5 and conceptual plan and sections in Plate No:-3

which have been furnished here with respectively.

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2.10 GEOLOGICAL RESERVES A D GRADE

The total geological reserves have been computed on the geological cross sections up to

the economically average depth of 30m from the top surface of the granite body works out to

86,14,200 cbm and the total mineable reserve have been computed after deleting of reserves due

to mineral lock up in benches and safety distance as 84,13,125 cbm. The updated geological

reserves of granite estimated after deleting the past working during the mining scheme computed

as was 84,02,965 cbm. The updated minable reserves during the scheme period after deleting the

past working computed as 82,02,090 cbm and by applying the 3% recovery the saleable reserves

was about 2,46,063 cbm.

The commercial granite body occurring in this area shows more or less uniform colour

and texture and other physical properties that determines the granite body as a commercial

granite deposit. Even if such variation occur locally in the course of mining, that portions will be

considered as defective area and will be removed during dressing of the blocks and the blocks

thus produced will be marketed as a single quality. Gradation into difference quality is not

necessary in this deposit due to the general uniformity within the deposit.

2.11 YEARWISE DEVELOPME T FOR THE FIRST FIVE YEARS:

The year-wise quantum of work proposed and the details of estimation of production

quantity and generation of waste are furnished below with reference to the year-wise

development / production plan.

Sl.

o. Year

ROM

in M3

Saleable

Quantity

in M3

Granite rejects

including over

burden and side

burden in M3

1 2012-2013 33435.000 1003.000 32431.950

2 2013-2014 33300.750 999.020 32301.730

3 2014-2015 33419.250 1002.580 32416.670

4 2015-2016 33321.315 999.640 32321.675

5 2016-2017 33408.750 1002.260 32406.490

Total 166957.065 5006.500 132688.515

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2.12 PROPOSED RATE OF PRODUCTIO

The production schedule for the ensuing five years is drawn mainly in consideration of

reserve position, market demand, men and machinery deployed and the cost of production. The

mineable reserves of the black granite stone deposit in this mine are sustainable for a period

above 20 years. The overseas market for this variety of raw granite material is moderate

potential and hence the domestic market has been well developed for the finished tiles, slabs and

monuments of this material. In as much as, the reserve is sustainable for years and the market

potential is sound, it is proposed to achieve an annual production of around 1001 M3 with an

average monthly production of 83 M3.The men and machinery proposed is compatible to meet

the above production targets.

2.13 EXTE T OF MECHA IZATIO

The following machineries are utilized exclusively for the development and production

woks at this mine.

1 Hydraulic Excavator ( Hitachi Ex-200) 1 No

2

Compressor

1)Portable Atlas Capco XAH 175

2) Tractor Mounted Air Compressor

2 No

1 No

3 Crane 10- Ton Escort. 1 No

4 Tipper 1 No

5 Jack Hammer 4 Nos.

6 Diamond Wire Saw machine with accessories 1 No

The above machinery are adequate to meet out the simultaneously development and

production schedule drawn out in this mining plan.

2.13 EMPLOYME T POTE TIAL:-

The following man power is proposed for this granite mine to look after and carryout the

day-to-day mining activities aimed at the proposed production target and also to comply with the

statutory provisions of the Metalliferous Mines Regulations, 1961.

S. o. Description o. of Persons

1 Geologist/Agent (M.Sc., Geology/

Agent) 1No

2 Qualified Mine Foreman. 1No

3 Blaster or Mines Mate. 1No

4 Machinery operators 6 Nos

5 Unskilled workers 32 Nos

Chiselling workers -1 Gang consists of three chisel men.

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The above man power is adequate to meet out the production schedule and the machinery

strength envisaged in the mining plan and also to comply with the statutory provisions of the

Mines Safety Regulations.

2.15 WATER REQUIREME T

In the proposed mining project water is required only for domestic usages and dust

suppression. The water requirement for this project will be extracted from the Mahimandalam

Village Panchayat. The break-up of the water requirement details are given below:-

S. o Category Requirement (KLD)

1 Dust suppression &

Drilling 0.9

2 Domestic Purposes 1.4

Total 2.3

2.16 POWER A D FUEL REQUIREME T

Diesel will be utilized for operating compressors and other machineries Diesel usage

will be 1000 lit/month.

2.17 MI E DRAI AGE:

The mine area is an elevated ground with gentle slope on both sides of the linear dyke.

Hence there is natural drainage system facilitating easy and comfortable drainage of rain waters.

However, as a precaution, catch drains has been formed all around the working pit and it has

been led to the natural drainage, so that the rain water will not enter the working areas.

The water table during summer (April to September) will be at a depth of 10 to 15 m from

the ground level and during winter (November to January).it will be depth of 12 to 17 m. A

diesel engine with 5 H.P capacity is kept at the mine site to meet any eventuality of bailing out

the rain water to the natural drainage outside to carry out the mine working uninterrupted.

2.18 DISPOSAL OF WASTE

The mine waste in the mine include the top soil rock fragments and rubbles generated as

mineral rejects during production works and the country rock fragments generated during

development works as approach road formation, formation of dumping yard sites etc.

Adequate space has been indentified within the lease hold area for dumping such waste

material along the southern part of the field where the terrain is made up of the country rock

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which is not a commercial granite variety. The 7.5 m safety distance may also be used for waste

dumping purpose.

As the waste material generated in this mine includes rock fragments of different shape

and angularity with considerable volume, the waste dump will be stable even at higher slope of

the sides of the dump. However, due care will be taken to avoid collapse of the sides of the

waste dump by adding suitable variety of soil brought from outside and planting trees over the

waste dump.

2.19 SURFACE TRA SPORT:-

The mode of transport of the granite blocks produced and marketed is by road of various

consumer destinations and granite processing units located at different part, of the country. The

blocks approved for export market are shipped through Chennai / Tuticorin Harbours to various

countries.

3. SITE A ALYSIS

The following observations are made for Environmental Management Plan

i. Existing land use pattern

The lease hold area is hilly terrain. The area receives moderate rainfall and the ground

water occurs at a depth of 15m and there is only sparse growth of vegetation in and around area.

Agricultural activities are fair due to moderate ground water and irrigation facilities.

ii. Water regime

Ground water occurrence in this area is moderate due to moderate rainfall and arid/semi

arid climate.

iii. Flora and Fauna

Except the sparse vegetation of certain common species no other flora of botanical

importance is noticed in and around the mine area.

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iv. Climatic condition

The prevailing climatic condition experienced in the mine area is arid/semi arid with

maximum temperature up to 400 C. The area receives moderate rainfall about 40cm per annum

during both South West monsoon and north east monsoon.

v. Human settlements

The mine area is located far away from human settlements. Only a few villages are

located within a vicinity of 5 km from the mine site. The details are as follows.

ame of the Village

Distance

from the

mine site

Approximate

population.

Ammavaripalli 3.0 km(SW) 1500

Mahimandalam 1.35 km(SE) 1,000

Perumalkuppam 1.89 km(NE) 1300

Vallimalai 3.7 km(NE) 1,000

vi. Public Buildings, Monuments and place of worships:-

There is no public building, monuments or places of worship situated near by the mine area

affecting the mining work. There is no other a major river, monuments historically important

places or structures of located within a vicinity 2km affecting the mining work.

vii. Whether the area falls under notified area under water Act, 1974

Yes, the area falls under notified area under water Act, 1974.

4. E VIRO ME TAL MA AGEME T PLA

The mining scheme proposed is for a limited production of granite dimensional stone

without involving deep hole drilling and heavy blasting. Such limited mining activity is not

likely to cause any impact adversely on environment as far as pollution of air, water and noise is

concerned.

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Environmental Management Plan

Sl.

o

Salient items

Proposals as per the

Scheme submitted earlier

Position at the end

of five years

scheme Period

Proposals for the

next five years

scheme period

1

Top soil storage,

preservation and

utilization

The recovered top interstitial

soil from the mine will be

used for planting trees and

growing vegetation.

As proposed in the

mining plan, the top

soil in the inner

boundary of the

lease area for

plantation purpose.

In the ensuing period

also, the Top soil will

stored for plantation

purpose and thus the

afforestation scheme

complied with.

2

Land

Reclamation

Proposed not to backfill the

mine-pit

The mine-pit(s) is

under its condition,

as already proposed

in mining scheme

period.

The mine-pit(s) will

be utilized as a water

reservoir or may be

used for pisciculture

purpose

3

Waste Dump

Management

Proposed to stack the waste

in the inner boundary of the

lease area and may used to

grow plants.

The waste has been

dumped in the inner

boundary area and

plantation done.

In the next five years

period, the waste can

be dumped in the

inner boundary of the

lease hold area and

utilized for

afforestation

program.

4

Afforestation

programme with

precautions for

survival and

protection of

plantation

Proposed to cover an area of

120 Sq.m. for afforestation

program every year by

Planting 25 plants

performance year with

expected survival rate of

80% Precautions are to be

made to protect the plants by

fencing structures.

25 plants perfor-

mance year planted

in every year with

precautions as

already proposed in

the mining plan

period.

In the ensuing five

years period of

mining, 25 plants per

year is proposed to be

planted for compl-

ying the afforestation

programme.

5

Quality of mine

water and any

interference

with surface

water spruces

The proposal for the

confinement of waste dump

is so arranged to prevented

the interference of surface

water sources and thus the

quality of mine water is

good.

Followed the

procedure as

proposed in the

mining plan.

Proposed the same

procedure to be

followed in the

ensuring five years

period.

6

Fly rock

fragments and

precautions

Proposed to follow up

muffle blasting so as to

prevent fly rock fragments.

Followed the muffle

blasting procedure

and thus prevented

the fly rock

fragments.

In the ensuing five

years period, the

same safety

precautions will be

followed. .

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5. CO CLUSIO

5.1 USE OF THE GRA ITE STO E

The granite dimensional stone material by virtue of its pleasing colour and texture and its

best ability to take polishing and appealing look in polished product has attracted the consumers

in the building construction and interior decoration industries. People from countries like China,

Japan, U.K. and U.S.A., etc, are very much like of this fancy material and the domestic market

capabilities have also been elevated in recent periods. Bulk quantity of the blocks are produced

and exported as raw blocks and some quantity is being processed at TAMIN’s Granite

processing units and exported as valued added finished products.

5.2 QUALITY CO TROL

The granite deposit occurring in this mine shows variations in colour and texture and

hence the produced blocks are categorized as distinctive quality varieties. The entire mining

activities right from the preparation for extrication of blocks to the approval and dispatch of the

granite blocks are carried out under the direct supervision of mining geologists and mining

engineers well experienced in the mining and trade of granite stones.

The extricated blocks are carefully examined for any natural defects such as joints,

cracks, xenoliths, etc. and such defects are removed manually using feather and wedges and the

blocks are then shaped into effect rectangular dimensional stone blocks by chiselling.

5.3. GRA ITE CO SERVATIO A D DEVELOPME T

The mining plan /scheme have fully covered the aspects of granite conservation with a

future plan to extend the proposed working of the mine to the full depth of the deposit. Extreme

care is being taken to ensure proper supervision in splitting the granite blocks from the mother

rock so that maximum saleable granite is obtained for further utilisation by the consumer

industries.

5.4 PROJECT COST

Sl. o Description Amount in Rs

1 Machinery 50,00,000.00

2 Manpower 25,00,000.00

3 Consumable like Diesel, Diamond wire etc 10,00,000.00

4 Fencing 3,00,000.00

5 Office Shed 2,00,000.00

6 Others 10,00,000.00

Total 100,00,000.00

****