parabatsar masonary stone mine, m.l. no 61/1991 pre...

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Parabatsar Masonary Stone Mine, M.L. No 61/1991 Pre Feasibility Report 1 PRE-FEASIBILITY REPORT (As per Ministry of Environment and Forests Letter dated: 30-12-2010) 1. Executive Summary Masonary Stone Mine (ML No.- 61/1991 , ML Area- 1.0 hect.) is proposed by Sh. Arjun Ram. ML area is located Near Village- Parabatsar, Tehsil- Parabatsar, District- Nagaur, Rajasthan. ML area is a Non Forest and Government Waste Land. The lease area is located on part of small hillock. The highest mRL is 456 mRL in NNE part of the lease area and the lowest contour is 444 mRL in SW part of the lease area. No habitation located within the lease area, Nearest village is Parabatsar , which is which is 1.5 km from the lease area. General drainage of the area is NE-SW. No any other firm drainage pattern is present in the lease area. The area is fairly dry so that vegetation in and around the lease area is non-existence with occasional existence of small shrubs, babool etc. The tree density in adjoining area is 4% and average girth of trees is not more than 0.30 m. The area is located in semi arid zone. General ground water table is about 30- 40 m. Drinking water will be arranged from nearby tube-wells, wells. No telephone line is passing through the lease area, telephone facilities are available at village Parabatsar. Total mineable reserves are 565186 MT and With the target of 20067 T tonnes of production per year these reserves will gave a life of 565186/ 20067 = 28 years to the mine in the present geological setup. Mining will be done by open cast method and the Masonary Stone will be mined out. Proposed bench height is 4m and width of the bench is more than the height of the bench. Loading is proposed by manual means or by loader. Mode of working will be semi mechanized. It is an existing mine and there is one working pit exist within the ML area. The present method of mining is open cast method with semi mechanization. The OB is transported by trucks to the dumps site. Blasting is required for loosening the rocks. This work will be carried out by the experienced & authorized contractors on contractual basis. The mining operations will include drilling, blasting and loading the material. The mined out mineral from stock site will be dispatched to destination through hired trucks. No beneficiation is required at site. As the continuity of mineral may be goes in depth beyond the present reserves limit. Presently the excavated land is proposed to use as water reservoir. At the end of life of mine, total excavated area will

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Page 1: Parabatsar Masonary Stone Mine, M.L. No 61/1991 Pre ...environmentclearance.nic.in/writereaddata/District/pfr/31052017OZEXYFROPFR.pdfMasonary stone have been used in construction of

Parabatsar Masonary Stone Mine, M.L. No 61/1991 Pre Feasibility Report

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PRE-FEASIBILITY REPORT

(As per Ministry of Environment and Forests Letter dated: 30-12-2010)

1. Executive Summary

Masonary Stone Mine (ML No.- 61/1991 , ML Area- 1.0 hect.) is proposed by Sh. Arjun Ram. ML area is

located Near Village- Parabatsar, Tehsil- Parabatsar, District- Nagaur, Rajasthan. ML area is a Non Forest

and Government Waste Land.

The lease area is located on part of small hillock. The highest mRL is 456 mRL in NNE part of the lease

area and the lowest contour is 444 mRL in SW part of the lease area.

No habitation located within the lease area, Nearest village is Parabatsar , which is which is 1.5 km from

the lease area.

General drainage of the area is NE-SW. No any other firm drainage pattern is present in the lease area.

The area is fairly dry so that vegetation in and around the lease area is non-existence with occasional

existence of small shrubs, babool etc. The tree density in adjoining area is 4% and average girth of trees

is not more than 0.30 m. The area is located in semi arid zone. General ground water table is about 30-

40 m.

Drinking water will be arranged from nearby tube-wells, wells.

No telephone line is passing through the lease area, telephone facilities are available at village

Parabatsar.

Total mineable reserves are 565186 MT and With the target of 20067 T tonnes of production per year

these reserves will gave a life of 565186/ 20067 = 28 years to the mine in the present geological setup.

Mining will be done by open cast method and the Masonary Stone will be mined out. Proposed bench

height is 4m and width of the bench is more than the height of the bench. Loading is proposed by

manual means or by loader. Mode of working will be semi mechanized. It is an existing mine and there

is one working pit exist within the ML area.

The present method of mining is open cast method with semi mechanization.

The OB is transported by trucks to the dumps site. Blasting is required for loosening the rocks. This work

will be carried out by the experienced & authorized contractors on contractual basis.

The mining operations will include drilling, blasting and loading the material. The mined out mineral

from stock site will be dispatched to destination through hired trucks. No beneficiation is required at

site.

As the continuity of mineral may be goes in depth beyond the present reserves limit. Presently the

excavated land is proposed to use as water reservoir. At the end of life of mine, total excavated area will

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be 0.82 Hectare which will be left over for water reservoir which would have a positive impact by

recharging the ground water table.

BRIEF INTRODUCTION ABOUT THE PROJECT

ML Name Masonary Stone Mine

ML Number ML No.- 61/1991

ML Area 1.0 hect.

Mineral Masonary Stone

Average Annual Production 24300 MTPA

Lessee Sh. Arjun Ram

Location of Mine Near Village- Parabatsar, Tehsil- Parabatsar, District- Nagaur, Rajasthan

Geographical Location Latitude : 260 53’36.87” to 260 53’41.31”

Longitude: 740 46’39.26” to 740 46’ 44.21”

Toposheet Number 45 J/13

Total Mineable Reserves 565186 MT

Method of Mining Opencast Semi & Mechanized Method

Lease Validity Mining Lease is renewed after every 5 years

Life of Mine 28 Years

Water Demand & their Source 3.0 KLD, Water will be supplied at mine site from tanker.

Power Supply Electric power supply line of AVVNL is available nearby the lease area.

Fuel is required for the operation of tractors, trucks/ tippers and

cranes.

Man Power 15-20 Personnel (Skilled-5, Semi-Skilled-5 and Unskilled Labour- 5-10)

Connectivity Nearest Railway Station:

Nearest railway station is Makrana Railway Station which is 26 Kms

towards NE & from mine lease connecting Jodhpur to Jaipur.

Nearest Airport:

Nearest airport is at Jaipur- Sanganer Airport which is 100 Kms towards

NE from mine lease.

Seismic Zone Seismic zone - Zone II

Average Rainfall 450 mm

Topography Topographically the ML area is undulating. The highest contour is 456

mRL and the lowest contour is 444 mRL. Natural Drainage is towards

NE to SW direction .

Ultimate Depth of Pit 425 mRL (19 m below ground level from the surface)

Ground Water Table The ground water table is varying between 30-40 m in five Kms

periphery of the area. The deepest workings will be up to 425 mRL. The

position of water table is well below the proposed depth of the mine

workings. Therefore due to mining activity presently or in near future

water table will not be affected.

Land Status Government Waste Land (Non Forest)

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Land Degradation and

Reclamation

As the continuity of mineral may be goes in depth beyond the present

reserves limit. Thus at this stage reclamation is not proposed. Presently

the excavated land is proposed to use as water reservoir. At the end of

life of mine, total excavated area will be 0.82 Hectare which will be left

over for water reservoir which would have a positive impact by

recharging the ground water table.

Plantation Proposal Total 132 trees will be planted along the boundary of mine and along

the haul road, which will cover 0.33 Hectare land and rest will be

taken by the Panchyat samite, School premises and near by road i.e.

33% of the total lease area for plantation. Certain Species like Khejri,

Shisham, Babool, Neem, and other native trees which are more

suitable to local soil are proposed to be planted with consultation of

forest department.

Project Cost Rs. 25 Lacs

ESR Budget Rs. 50,000 /- per year

Budget for Environmental

Management Plan

Cost proposed for Environmental Management- Rs. 50,000/-

2. Introduction of the project Background information

2.1 Identification of project and project proponent. In case of mining project, a copy of ML / letter of

intent should be given.

Masonary Stone Mine (ML No.- 61/1991 , ML Area- 1.0 hect. ) is proposed by Sh. Arjun Ram. Near

Village- Parabatsar, Tehsil- Parabatsar, District- Nagaur, Rajasthan . ML area is a Non Forest and

Government Waste Land.

The lease area Massonary Stone was been granted for a period of 20 years for area 1.0 hect. in favour of

Sh. Babu Lal (Sh. Dev Baksh) S/o Sh. Ram Nath Ji Mali, vide letter no. AME/Mak/Minor/ML-61/91/1301,

dated 25.01.1992.

The lease area was executed on dated 14-05-1992 and the lease area was registered on dated 22-06-

1992, hence the lease period is from 22-06-1992 to 21-06-2022.

The lease period was extended to 30 years under Rules of RMMCR,1986, vide letter no. ME/Mak/ML-

61/91/2011/1783, dated 31/01/12.

Lessee Sh. Babu Lal (Dev Baksh) S/o Sh. Ram Nath Ji Mali demise on dated 29/01/2012 and the lease

area was muted in favor of Sh. Arjun Ram S/o Late Sh. Babu Lal (Dev Baksh), R/o ward no 12, Kishangarh

road, opp. Petrol pump Parabatsar Dist. Nagaur, vide order no. ME/Mak/ML 61/91/2016/2486, dated

28/06/16.

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Mining Scheme was approved by the Superintending Mining Engineer, Ajmer vide Letter No.-

SME/Aj/ML/F-07/2017/1707, dated 08/05/2017.

2.2 Brief description of nature of the project.

The mine is being operated to produce Masonary Stone mineral by semi mechanized mining method.

Total mineable reserves are 565186 MT and the average annual production will be 20067 MTPA. The life

of the mine is expected to be 28 years.

Proposed bench height is 4m and width of the bench is more than the height of the bench. Loading is

proposed by manual means. Mode of working will be semi mechanized. It is an existing mine and there

is one working pit exist within the ML area.

The mining operations include the drilling, blasting and lifting of mineral and material, loading of

mineral and material and transportation of material. The mined out mineral from stock site is

dispatched to destination through hired trucks. No beneficiation is required at site.

As the continuity of mineral may be goes in depth beyond the present reserves limit. Thus at this stage

reclamation is not proposed. The scheme of reclamation will be provided at proper time. Presently the

excavated land is proposed to use as water reservoir. At the end of life of mine, total excavated area will

be 0.82 Hectare which will be left over for water reservoir which would have a positive impact by

recharging the ground water table.

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

Masonary Stone is used for buildings, roads, railway tracks (ballast), highways as crushed stone (gitty)

etc. Over the centuries

Masonary stone have been used in construction of numerous landmark buildings- forts, palaces,

temples, mosque, monuments, etc.

Color & Pattern: reddish brown colour.

Use of Masonary Stone:

Masonary Stone is commonly used for sculpture and as a building material. Construction Masonary

Stone is a stone which is composed of quartzite. More generally in construction, specifically the term

"Masonary Stone" is used for any stone i.e. quartzite, sand stone, granitic schist/gneiss rock useful as

building stone.

2.4 Demand-Supply Gap

Rajasthan has been bestowed with huge reserves of Masonary Stone. So far there is no problem as such

of shortage of supply of Masonary Stone in the state. The present hard times faced by the industry in

the state are in fact a result of imbalance of demand and supply of Masonary Stone in the market. Lured

by the high profit and margins of the trade, several entrepreneurs have entered in the industry. With

the advent of modern technology in the past few decades, the production of Masonary Stone has

increased like anything. The cost of production has come down and the speed and quality of production

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have improved a lot. Moreover, the reduction in wastage has also resulted in increased production. All

this resulted in supply of huge surplus to the demand in the market.

Masonary Stone has now become the cheapest and best option for the building constructions besides

the other uses. The demand of Masonary Stone has grown steadily in the past few decades. Through the

supply of Masonary Stone in market is much more than the demand.

2.5 Imports vs. Indigenous production

Indigenous production.

2.6 Export Possibility

Masonary Stone transported to the local.

2.7 Domestic/export Markets

Domestic Markets

2.8 Employment Generation (Direct and Indirect) due to the project.

Around 15-20 Personnel (Skilled-5, Semi-Skilled-5 and Unskilled Labour-5-10) are employed. These

persons are employed from nearby villages. Some others person are also got benefit from the indirect

employment generated due to mining operations. As the production increase additional manpower shall

be engaged. In the view of the statutory requirement for safe & systematic working of the mine, the

following supervisory, skilled & unskilled staff will be recruited and employed:

Particulars Number

Mines Manager 1

Mining Mate 1

Crane operator 1

Compressor operator 1

Drillers 1

Semi Skilled 5

Unskilled Labors 5-10

Total 15-20

3. Project Description

3.1 Type of project including interlinked and interdependent projects, if any.

It is an opencast mining project, with little mechanization. Mining is being done by open cast method.

Proposed bench height is 4 m and width of the bench is more than the height of the bench. Loading is

proposed by manual means. Mode of working will be semi mechanized. It is an existing mine and there

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is one working pit exist within the ML area. The overall recovery of the mineral is 98% of ROM, out of

which 2% is waste/rejects of fines etc..

The mining operations include drilling, blasting, loading of mineral and material and transportation of

material. The mined out mineral from stock site is dispatched to destination through hired trucks. No

beneficiation is required at site.

As the continuity of mineral may be goes in depth beyond the present reserves limit. Thus at this stage

reclamation is not proposed. The scheme of reclamation will be provided at proper time. Presently the

excavated land is proposed to use as water reservoir. At the end of life of mine, total excavated area will

be 0.82 Hectare which will be left over for water reservoir which would have a positive impact by

recharging the ground water table.

3.2 Location (map showing general location, specific location, and project boundary & project site

layout) with coordinates.

Mine is located Near Village- Parabatsar, Tehsil- Parabatsar, District- Nagaur, Rajasthan

Toposheet No. – 45 J/13

Geographical Location:

Latitude : 260 53’36.87” to 260 53’41.31”

Longitude: 740 46’39.26” to 740 46’ 44.21”

Google map showing 5 Km radius around the ML is enclosed.

LOCATION PLAN

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3.3 Details of alternate sites considered and the basis of selecting the proposed site, particularly the

environmental considerations gone into should be highlighted

No alternate site was examined. As mining is done only at mineral specific site.

3.4 Size or magnitude of operation.

ML area is 1.0 hect. . Total mineable reserves are 565186 MT. Around 100336 tonnes of Masonary

Stone are expected to excavate during the period of this mining scheme and then with a target of

around average annual production will be 20067 MTPA. The life of the mine is expected to be 28 years.

3.7 Project description with process details (a schematic diagram, flow chart showing the project

layout, components of the project etc. should be given).

Mining will be done by open cast method in which systematic benches will be developed and the

Masonary Stone will be mined out. Proposed bench height is 4m in Masonary Stone and width of the

bench is more than the height of the bench. Loading is proposed by manual means. Mode of working

will be semi mechanized. It is an existing mine and there is one old working pit exist within the lease

area. The mining shall be started from existing pit. Masonary Stone mine has two types of activities i.e.

one for removing waste rock/overburden and another mining of Masonary Stone.

The height of bench is proposed to be 4m.

The mining operations will include drilling, loading of mineral and material and transportation of

material. The mined out mineral from stock site will be dispatched to destination through hired trucks.

No beneficiation is required at site.

As the continuity of mineral may be goes in depth beyond the present reserves limit. Thus at this stage

reclamation is not proposed. The scheme of reclamation will be provided at proper time. Presently the

excavated land is proposed to use as water reservoir. At the end of life of mine, total excavated area will

be 0.82 Hectare which will be left over for water reservoir which would have a positive impact by

recharging the ground water table.

Total mineable reserves are 565186 MT and the average annual production will be 20067 MTPA. The

life of the mine is expected to be 28 years.

CHEMICAL AND PHYSICAL PROPERTIES OF MASONARY STONE

The Physical & Chemical properties of the Masonary Stone of the area is as follows.

PHYSICAL CHARACTRISTICS

1. Colour :- The colour of the Masonary Stone of area is reddish brown with

irregular figure.

2. Lusture :- The Lusture of the Masonary Stone of area is white after

Polishing.

3. Streak :- The streak of the Masonary Stone of area is white.

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4. Hardness :- The Hardness of the Masonary Stone of area is about three.

5. Cleavage :- The parting in the Masonary Stone of area is clear cut,

6. Fracture :- The fracture of the Masonary Stone of area is uneven.

7. Structure :- The structure of the Masonary Stone of area massive type.

Specific Gravity :- The S.G. of the Masonary Stone is 2.7 T/ cubm.

CHEMICAL PROPERTIES

The Masonary Stone of the area is calcitic in composition, having CaCo3 up to 96-98%.

TOTAL RESERVES

S. No. Nature of Reserves UNFC Code Reserves (in MT)

1 Proved 111 300586

2 Probable 121 132300

3 Possible 333 132300

Mineable reserves are considered as insitu reserves.

Total Mineable Reserves= 565186 MT

Anticipated Life of Mine= Mineable Reserves/Average Annual Production

= 565186/20067 = 28 Years

Year Recoverable Masonary Stone

2017-18 17252

2018-19 18522

2019-20 18522

2020-21 22226

2021-22 23814

Total 100336

Extent of Mechanization: List of machineries which will be required for mechanization is given below:-

Extent of Mechanization

Machine Nos.

Tippers of 10 tonne capacity 2

Water tank trolley 1

Air compressor 120 CFM, tractor mounted

with Jackhammer

1

Loader/ excavator 1

The other machineries may also deploy as

required

----

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3.8 Raw material required along with estimated quantity, likely source, marketing area of final

products, Mode of transport of raw Material and Finished Product.

No raw materials are required, since it is a mining project. No mineral beneficiation will be done at the

site.

3.9 Resource optimization / recycling and reuse envisaged in the project, if any, should be briefly

outlined.

The mine will be closed during monsoon season, if the water is accumulated in mine pit, then

dewatering of monsoon water will done through a sump made in the bottom of the pit to check the silt

and will be pumped out by centrifugal pump of 15 H.P. and used for dust suppression & irrigation

purpose in the nearby agricultural fields, after ensuring it is free from any suspended solids.

3.10 Availability of water its source, Energy/ power requirement and source should be given.

Water will be supplied at mine site from well which exists outside the mine lease area. Drinking water

will be stored in a water tank near the office in the lease area and used for drinking purpose.

Electric power supply line is passing near the Village- Parabatsar. Mine is not facilitated with power line.

It is proposed to connect the mine site with power connection in the near future.

Fuel is required for the operation of tractors, trucks/ tippers, which will be taken care by the contractor.

3.11 Quantity of wastes to be generated (liquid and solid) and scheme for their Management/

disposal.

Solid Waste:

Top Soil:No top soil will be generated in the next 5 years.

Nature of Waste: The waste in the area is only soil, fractured rocks of Masonary Stone, which cannot be

cut into slabs, tiles and other uses. The total waste rock to be handled in the five years is given below:

Waste Generated in next five years

Year Reject generation in

Tons

2017-18 352

2018-19 378

2019-20 378

2020-21 454

2021-22 486

Total 2048

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The total waste in five years will be about 2048 tones of waste. Retaining wall of rubble stone towards

lower altitude side which will prevent the spreading of waste and garland drain is proposed towards

lower side of the dumps to check the rolling down from the dumps/ to check the silt during monsoon.

Dumping Site: The waste will be dumped at (0.02) out side the Mining Lease area in systematic manner

in two steps, retaining wall at the waste dump will be made to retain the escaping of fines small sized

waste material .

Liquid Effluent:

Domestic waste water will be generated from office toilet only. Generated domestic waste water will be

disposed through septic tank followed by soak pit.

3.12 Schematic representations of the feasibility drawing which give information of EIA purpose.

4.1 Site Analysis

As given in Form 1.in II

4.2 Land Form, Land use and Land ownership.

Land Form: It is a Non Forest and Government Waste Land.

Land Ownership: Govt. waste land

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Landuse: Landuse Pattern is given below:

STAGE WISE LAND USE AND RECLAMATION AREA (Ha.)

S. No. Land use Category Present

(ha)

5th Year

(ha)

End of life of mine

(ha)

1 Top Soil Dump 0.00 0.0 0.00

2 Overburden Dump 0.0 0.0 0.0

3 Excavation Area (Voids Only) 0.25 0.6 0.82

4 Road 0.0 0.0 0.0

5 Infrastructure 0.0 0.0 0.0

6 Township Area --- --- ---

7 Afforestation –Green belt 0.0 0.1 0.33

8 Reclamation (Backfilled) 0.0 0.0 0.0

9 Mineral Stack --- --- ---

10 Processing (Crushing) --- --- ---

11 Undisturbed Area 0.75 0.4 0.18

Total 1.0 1.0 1.0

4.3 Topography (along with map).

Topographically the area is rocky . The highest contour is 456 mRL and the lowest contour is 444 mRL.

Natural Drainage is towards NE to SW direction.

4.4 Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including area under CRZ)),

shortest distances from the periphery of the project to periphery of the forests, national park, wild life

sanctuary, eco sensitive areas, water bodies (distance from the HFL of the river),CRZ. In case of notified

industrial area, a copy of the Gazette Notification should be given.

ML area is a Non Forest and Government Waste Land.

Masonary Stone Mine (ML No.- 61/1991 , ML Area- 1.0 hect. ) is proposed by Sh. Arjun Ram, Near

Village- Parabatsar, Tehsil- Parabatsar, District- Nagaur, Rajasthan . ML area is a Non Forest and

Government Waste Land.

Mining Scheme was approved by the Superintending Mining Engineer, Ajmer vide Letter No.- SME/Aj/F-

07/2017/1707 dated 08/05/17 .

No forests, national park, wild life sanctuary, eco sensitive areas, CRZ etc in the nearest proximity of the

mine lease.

4.5 Existing Infrastructure.

Mine office and toilet are buildup at mine site.

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4.6.Soil Classification

No top soil will be generated.

4.7 Climatic data from secondary sources.

The district experiences arid to semi-arid type of climate. The climate of the area is dry with extreme

temperature variation i.e. in summer as high as 48°C, whereas in winter it lowest to 3.5°C or even less.

Most of the rainfalls during the period of July to September, maximum and minimum rainfall varies 370-

450 mm.

4.8 Social Infrastructure available.

As given in Form I M, in II

5. Planning Brief

5.1 Planning Concept (type of industries, transportation etc) Town and Planning/ Development

authority Classification.

Mining will be done by open cast method in which systematic benches will be developed and the

Masonary Stone will be mined out. The ML area is well connected with the roads and highways. The

mining operations will include drilling, blasting, lifting of mineral and material, loading of mineral and

material and transportation of material. The mined out mineral from stock site will be dispatched to

destination through hired trucks. No beneficiation is required at site.

5.2 Population Projection

In Form I M, In II

Around 15-20 Personnel (Skilled-5, Semi-Skilled-5 and Unskilled Labour- 10-15) are proposed to be

employed. These persons will be employed from nearby villages. Some others person will also got

benefit from the indirect employment generated due to mining operations. As the production increase

additional manpower shall be engaged.

5.3 Land use planning (breakup along with green belt etc.

ML area is 1.0 hect. . As the continuity of mineral may be goes in depth beyond the present reserves

limit. Thus at this stage reclamation is not proposed. The scheme of reclamation will be provided at

proper time. Presently the excavated land is proposed to use as water reservoir. At the end of life of

mine, total excavated area will be 0.82 Hectare which will be left over for water reservoir which would

have a positive impact by recharging the ground water table.

Land use planning is given below:

S. No. Land use Category Present

(ha)

5th Year

(ha)

End of life of mine

(ha)

1 Top Soil Dump 0.00 0.0 0.00

2 Overburden Dump 0.0 0.0 0.0

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3 Excavation Area (Voids Only) 0.25 0.6 0.82

4 Road 0.0 0.0 0.0

5 Infrastructure 0.0 0.0 0.0

6 Township Area --- --- ---

7 Afforestation –Green belt 0.0 0.1 0.33

8 Reclamation (Backfilled) 0.0 0.0 0.0

9 Mineral Stack --- --- ---

10 Processing (Crushing) --- --- ---

11 Undisturbed Area 0.75 0.4 0.18

Total 1.0 1.0 1.0

Post Mining Plan (Conceptual) Land Pattern of ML Area (Ha.)

Part-(B) POST MINING LAND USE OF CORE ZONE WITH ENVIRONMENT MANAGEMENT

S.

No.

Description Land Use (in Ha.)

Plantation Water

Body

Public

Use

Undisturbed Total

1 Top Soil Dump ---- --- --- --- ----

2 Waste Dump ---- --- --- --- 0.0

3 (a) Excavation area (Voids) --- 0.82 --- --- 0.82

(b) Excavation (Backfilled) --- --- --- --- 0.0

4 Road --- --- --- -- 0.0

5 Built Up Area --- --- --- --- 0.0

6 Township Area --- --- --- --- ---

7 Afforestation 0..33 -- --- --- 0.33

8 Mineral Storage --- --- ---- --- -----

9 Undisturbed Area --- --- ---

Total 1.0 0.82 -- -- 1.0

Part-(C) REQUIREMENTS FOR PLANTS FOR AFFORESTATION AND RECLAMATION

Year Un-worked Area Waste Dump (Outside)

Inside Dump (Reclaimed Area)

Top Soil Dumps

Total

Area (Ha.)

No. of Trees

Area (Ha.)

No. of Trees

Area (Ha.)

No. of Trees

Area (Ha.)

No. of Trees

Area (Ha.)

No. of Trees

Existing --- --- --- --- --- --- --- --- --- ---

I 0.05 20 --- --- --- --- --- --- 0.05 20

II 0.05 20 --- --- --- --- --- --- 0.05 20

III 0.05 20 --- --- --- --- --- --- 0.05 20

IV 0.05 20 --- --- --- --- --- --- 0.05 20

V 0.05 20 --- --- --- --- --- --- 0.05 20

VIth Year 0.08 32 -- -- --- --- --- --- 0.08 32

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Onwards

Total 0.33 132 -- -- --- --- --- --- 0.33 132

Note: Total 0.33 ha area (within & out side ML area) will be used for plantation after consultation with

local people. Certain Species like Neem, Khejri, Sisham, Pipal which are more suitable to local soil are

proposed to be planted.

5.4 Assessment of Infrastructure Demand (Physical & Social).

Direct and indirect employment will be generated from the proposed mine, man power will be hired

from the nearby villages. Proponent will identify the need based ESR Activities from which overall social

upliftment of the nearby area will be done. Safe and healthy working conditions will be maintained for

manpower. Proper drinking water facility will be given to the manpower at the site. Medical camps will

also be arranged for mine labour & nearby villagers.

5.5 Amenities/Facilities.

Mines office, first aid room and rest shelter will be constructed in mine ML area. Drinking water will be

made available within the ML area. Toilets will be provided for the mine workers.

6.Proposed Infrastructure

6.1 Industrial Area (Processing Area)

No mineral beneficiation or processing of any kind will be required at mine site. The Masonary Stone will

be transported to Parabatsar and nearby villages by trucks and tippers, as building material..

6.2 Residential Area (Non Processing Area)

Local people will be employed, no residential area is proposed.

6.3 Green Belt

Total 36 trees will be planted in 0.09 Hectare land which is 33% of the total lease area for plantation.

Neem, Shisham, Gulmohar, Khejri, Babool, ber and Karanj trees can be taken for greenbelt

development. All safeguards for growing trees will be taken care and if any lost would be replaced. The

plantation program for the first five years is given below:

Ecology: Stage wise Cumulative Plantation

REQUIREMENTS FOR PLANTS FOR AFFORESTATION AND RECLAMATION

Year Un-worked Area Waste Dump

(Outside)

Inside Dump

(Reclaimed Area)

Top Soil

Dumps

Total

Area

(Ha.)

No. of

Trees

Area

(Ha.)

No. of

Trees

Area

(Ha.)

No. of

Trees

Area

(Ha.)

No. of

Trees

Area

(Ha.)

No. of

Trees

Existing --- --- --- --- --- --- --- --- --- ---

I 0.05 20 --- --- --- --- --- --- 0.05 20

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II 0.05 20 --- --- --- --- --- --- 0.05 20

III 0.05 20 --- --- --- --- --- --- 0.05 20

IV 0.05 20 --- --- --- --- --- --- 0.05 20

V 0.05 20 --- --- --- --- --- --- 0.05 20

VIth Year

Onwards

0.08 32 -- -- --- --- --- --- 0.08 32

Total 0.33 132 -- -- --- --- --- --- 0.33 132

Post Plantation Care:

Most of these trees will be planted during the rainy season. The type of trees proposed usually does not

require much care after plantation. However, workers will be engaged to look after them on regular

basis. Barbed Wire Fencing will be done properly. The water for the purpose of plantation other than

rainy season shall be fetched from the bore wells of the nearby village. The proposed plantation will

help in the restoration of the land use and will also improve the eco-system of the area.

6.4 Social Infrastructure

Socio-economic condition of the area will be improved as mining activity will create employment

opportunity for local inhabitants. Social development will be done for the upliftment of the area. ESR

activities will be done by the mine owner for the adjoining areas due to which socio-economic condition

of local population will improve.

Entrepreneur Social Responsibility Activities

S. No. Activities to be done Expense per Year

(in Rs.)

1. Providing study material to nearby schools. Rs. 05,000/-

2. Construction of toilets for boys and girls in nearby schools. Rs. 15,000/-

3. Providing clean drinking water to nearby villagers. Rs. 15,000/-

4. Arranging health check up camps. Rs. 15,000/-

Total Rs. 50,000/-

6.5 Connectivity (Traffic and Rail /Metro/ Water ways etc)

Given in Form-1M, II

6.6 Drinking Water Management (Source water)

Total water requirement for the proposed mine will be 3.0 KLD, out of which 1.0 KLD water will be

required for drinking and other domestic purpose, 1.0 KLD water will be required for dust suppression &

1.0 KLD water will be required for plantation.

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Water will be supplied at mine site from tube well which exists outside the mine area. Drinking water

will be stored in a water tank in the lease area and used for drinking purpose. Rain water collected in the

mine pit will be utilized for dust suppression. Water used during Masonary Stone cutting with diamond

wire saw will be collected in a settling tank and will be reused.

6.7 Sewerage System

Domestic waste water will be channelized into septic tank followed by soak pit.

6.8 Industrial Waste Management

Not applicable.

6.9 Solid Waste Management

Solid Waste:

Top Soil:

No top soil will be generated in the next 5 years.

Nature of Waste: The waste in the area is only fractured rocks of Masonary Stone, which cannot be cut

into slabs, tiles and other uses. The total waste rock to be handled in the five years is given below:

Waste Generated in next five years

Year Waste (in tones) 2017-18 352

2018-19 378

2019-20 378

2020-21 454

2021-22 486

Total 2048

Maximum height & spread of dump: The height of dump will be kept 5 m. The total overburden in five

years will be about 2048 MT of waste. Retaining wall of rubble stone towards lower altitude side which

will prevent the spreading of waste and garland drain is proposed towards lower side of the dumps to

check the rolling down from the dumps/ to check the silt during monsoon.

Dumping Site: The waste is proposed to dump in 0.02 ha area towards western side in the ML area. The

height of proposed dump will be 10 m, in two terraces of 5 m each.

Liquid Effluent: Domestic waste water will be generated from office toilet only. Generated domestic

waste water will be disposed through septic tank followed by soak pit.

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6.10 Power Requirement & Supply / Source

Electric power supply line is passing near the lease area. Mine is not facilitated with power line. It is

proposed to connect the mine site with power connection in the near future.

Fuel is required for the operation of tractors, trucks/ tippers, which will be take care by the contractor.

7. Rehabilitation and Resettlement (R&R) Plan

7.1 Policy to be adopted (Central/ State) in respect of the project affected persons including home

ousters, land ousters and landless laborers (a brief outline to be given).

The proposed mining project does not require any Rehabilitation and Resettlement.

8. Project Schedule & Cost Estimates

8.1 Likely date of start of construction and likely date of completion (Time schedule for the project to be

given).

No major construction activities are required as mines office, first aid room and rest shelter are already

constructed.

8.2 Estimated project cost along with analysis in terms of economic viability of the project.

9. Analysis of proposal (Final Recommendations)

9.1 Financial and social benefits with special emphasis on the benefit to the local people including

tribal population, if any, in the area.

No tribal population is exists near the ML area and in its nearest vicinity. Mining is the main industrial

activity in this region and the need of the mined out mineral shall continue for many years. The

proposed mining would generate direct and indirect employment to the local people, which will have a

positive impact on the welfare of the people of this region. Due to the proposed mining operations

standards of living of the people & socio economic conditions in the area will be enhanced. Total 132

trees will be planted in 0.33 Hectare land (within & outside the ML area) which is 33% of the total lease

area for plantation. At the end of mining operation, mining pit will be converted into a small water

reservoir, which shall be a gainful to the society. Proposed project will help in meeting the demand of

Project Cost Rs. 25 Lacs ESR Budget Rs. 50,000/- per year Budget for labour welfare Rs. 50,000/- per year Budget for Environmental Management Plan

Cost proposed for Environmental Management- Rs. 25,000/-

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Masonary Stone in the region as well as country. Local and regional economy will also improve due to

proposed mining project.

ENVIRONMENTAL MANAGEMENT PLAN

Water Quality Management:

No water reservoir located in the lease area. The rain water will not accumulate in the working, which

will be dewatered by centrifugal pump of 15 H.P. The dewatering is proposed through a sump made in

the bottom of the pit to check the silt, which spread in the nearby area. The proposed deepest working

is above the ground water table thus quality of water will not decrease by proposed mining. Water table

in the area is sufficiently below 30-40 m the ground surface. No toxic mineral is present, which pollute

the quality of ground water. No tailing pond is proposed, which pollute the quality of ground water. The

mined out area will be converted into a small water reservoir which will support to recharge the ground

water level of the area, which shall be useful as to the society during post mining scenario.

Domestic waste water will be generated from mine office toilet only. Generated domestic waste water

will be disposed through septic tank followed by soak pit.

Air Quality Management:

Water sprinklers are proposed on haul road and at work place for dust suppression. Dust mask will be

provided to the operator & mine workers.

The source of air pollution is vehicular movement but the transportation will be towards the lower side

hence the impact is not very much significant. Vehicular emission will be controlled and regularly

monitored. Loading is also creating air pollution. Water spraying is proposed over the material before

loading and transportation. Covered trucks will be used in transportation. Green belt will be developed

to arrest dust pollution. Proposed mining is manual and no processing/ grinding unit is proposed in the

applied area, hence the air pollution will remain in permissible limit. For drilling wet drilling method will

be used to control fugitive dust at source. Blasting will be done by covering blast holes with cement bags

filled with sand so that chances of fly rocks will be minimized. Green belt development will be done to

arrest dust pollution.

Noise Management:

The proposed mining will be done by opencast method but some amount of noise will be generated due

to operation of Dumper, JCB and Excavator which will be deployed on hire basis for removal of

overburden and due to vehicular movement. Transportation vehicles will be properly maintained and

provided with good silencers. Precaution and regular maintenance of Dumper, JCB & Excavator,

replacement of damaged/ worn out parts when ever required will be taken. Ear plugs will be provided to

operator and mine workers. Trees will be planted which will attenuate the noise levels. Blasting will be

done during day time. Blasting will be avoided in the morning and evening hours, on foggy days, at night

time and at times of high wind velocity. All workers and other persons will be sent away in a safe zone

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prior to the blasting. Drilling will be done with the help of sharp drill bits. Trees will be planted along the

barrier of 7.5 m along the boundary of ML area and along haul road which will act as a buffer for noise.

The greenbelt with species of rich canopy will further attenuate the noise levels. The main source of

noise generation in drilling machine is compressor. Compressor will be fitted with an acoustic enclosure.

Solid Waste Management:

Top Soil: No top soil will be generated. use in plantation.

Nature of Waste: The waste in the area is only fractured rocks of Masonary Stone, The total waste rock

to be handled in the five years is given below:

Waste Generated in next five years

Year Waste (in tones) 2017-18 352

2018-19 378

2019-20 378

2020-21 454

2021-22 486

Total 2048

Maximum height & spread of dump: The height of dump will be kept 5 m. The total overburden in five

years will be about 2048 MT of waste. Retaining wall of rubble stone towards lower altitude side which

will prevent the spreading of waste and garland drain is proposed towards lower side of the dumps to

check the rolling down from the dumps/ to check the silt during monsoon.

Dumping Site: The waste is proposed to dump in 0.02 ha area towards western side in the ML area. The

height of proposed dump will be 10 m x 20 m.

Liquid Effluent: Domestic waste water will be generated from office toilet only. Generated domestic

waste water will be disposed through septic tank followed by soak pit.

Green Belt Development:

Total 132 trees will be planted in 0.33 Hectare land which is 33% of the total lease area for plantation.

Native Species like Neem, Khejri, Shisham, Babool and other trees which are native and more suitable

to local soil are proposed to be planted. All safeguards for growing trees will be taken care and if any

lost would be replaced. About Rs/- 10,000/- per year will be spent on plantation .

Reclamation Plan:

As the continuity of mineral may be goes in depth beyond the present reserves limit. Thus at this stage

reclamation is not proposed. The scheme of reclamation will be provided at proper time. Presently the

excavated land is proposed to use as water reservoir. At the end of life of mine, total excavated area will

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be 0.82 Hectare which will be left over for water reservoir which would have a positive impact by

recharging the ground water table.

Socio-Economic Impact:

The mining activity will have positive impact due to direct and indirect employment and development of

ancillary industries. The project involves no displacement.

Safety and Security:

All safety measures as per mines act will be adopted. Barbed Wire Fencing is proposed all around the

proposed working/excavation to check the inadvertent entry of human and livestock in the mining area.

A watchman is proposed for ward and watch duty for security purpose. In the period of discontinuance

the proposed watchman will continue for ward and watch duty. The safe working is proposed in the

supervision of technical and qualified supervisory staff.

Occupational Safety and Health: All safety measures prescribed under mining laws will be followed

strictly. All workers will be medically examined in pre- placement phase and also periodically. First Aid

Personnel with First aid kit will be available at the mine site to provide first aid to injured person.

Arrangement for transportation of persons to nearby medical facilities will be made. Potable water

facility will be provided to mine workers. Personal protective equipments (earmuffs/ earplugs, helmets,

face masks, gloves, goggles) will be provided to mine workers as safeguards.

DISASTER MANAGEMENT AND RISK MANAGEMENT

The proposed working will be done by opencast mining method. No big machineries are proposed. Face

height is not proposed high. No tailing dam is proposed. Thus high risk accidents like land slide,

subsidence, flood, inundation, fire, seismic activities etc. not come across. In case of accidents, a well

equipped first aid station is proposed at mine site for giving first aid to injured person. A vehicle will

always remain at site for any miss happening.

………………………..