MINING PLAN Including progressive mine closure plan Of QUARTZ, FELDSPAR & MICA MINE FOR Quartz, feldspar & mica MINING PREPARED UNDER PUBLISHED GAZETTE NOTIFICATION AREA:NO 7.24333 PUBLISHED ACRES ON ( 10FEB2.93 2015HECT. ) (NON FOREST AREA) METHOD OF MINING- mechanized IN VILLAGE DHAB, THANA NO.- 11,THANA - , DISTRICT- KODERMA,

LESSEE M/s durga Prasad singh

1) PARTNER: SRI DEEPAK KUMAR & 2) PARTNER: SRI RUPAK SINGH 303, SRI RAM REGENCY 2, BURDWAN COMPOUND,

OPP - HARIOM TOWER, RANCHI – 834001.

PREPARED BY Sri P.K. SEN

KALIMANDIR ROAD, P.O.: DORANDA RANCHI – 834 002 REG. NO. RQP/CG – RNC/010/87/A VALID UPTO 27TH NOV. 2018 MOB No. +91 - 9934347804 M/s DURGA PRASAD SINGH AT – MASNODIH, P.O. - MASNODIH, DISTRICT- KODERMA, STATE – JHARKHAND PARTNERS: SRI DEEPAK KUMAR & SRI RUPAK SINGH 303, SRI RAM REGENCY 2 , BURDWAN COMPOUND, OPP - HARIOM TOWER, RANCHI – 834001.

CONSENT LETTER

The Mining Plan along with Progressive Mine Closure Plan in respect Dhab Quartz, Feldspar & Mica Mine over an area of 7.24 Acres (2.93Ha) in Mouza – Dhab, P.S.- Koderma (Now Dhab), Thana No. - 11, District - Koderma, Jharkhand has been prepared by Sri P. K. Sen Registration no: - RQP/CG-RNC/010/87/A.

We request the Concerned Authority, Government of Jharkhand, Ranchi to make further correspondence regarding modification amendment etc. of the Mining Plan with the said recognized person on the following address:

Sri P. K. Sen Kalimandir Road P .O. – Doranda, Ranchi-834002 State – Jharkhand. Phone No.: – 0651 248110 Mo. No.: – +91-8235816865 Email id: [email protected]

I hereby undertake that all the modification so made in the Mining Plan alongwith Progressive Mine Closure Plan by the recognized person be deemed to have been made with my knowledge and consent and shall be acceptable to me and binding on me in all respect.

For M/s Durga Prasad Singh Dhab Quartz, Feldspar & Mica Mine

Deepak Kumar & Rupak Singh Partners

Place: - Date: - MOB No. +91 - 9934347804 M/s DURGA PRASAD SINGH AT – MASNODIH, P.O. - MASNODIH, DISTRICT- KODERMA, STATE – JHARKHAND PARTNERS: SRI DEEPAK KUMAR & SRI RUPAK SINGH 303, SRI RAM REGENCY 2 , BURDWAN COMPOUND, OPP - HARIOM TOWER, RANCHI – 834001.

CERTIFICATE

“The progressive Mine closure plan in respect of Dhab Quartz, Feldspar & Mica Mine over an area of 7.24 Acres (2.93Ha) in Mouza- Dhab, P.S.-Koderma (Now Dhab), Thana No. - 11, District - Koderma, Jharkhand, belonging to M/s Durga Prasad Singh complies all statutory rules, regulations, order made by the Central or State Government statutory organization, court etc, has been taken into consideration and wherever specific permission is required the concerned authority will be approached.

We also undertake to the effect that all measures proposed in this closure plan will be implemented in a time bound manner.

For M/s Durga Prasad Singh Dhab Quartz, Feldspar & Mica Mine

Deepak Kumar & Rupak Singh Partners

Place: - Date: -

MOB No. +91 - 9934347804 M/s DURGA PRASAD SINGH AT – MASNODIH, P.O. - MASNODIH, DISTRICT- KODERMA, STATE – JHARKHAND PARTNERS: SRI DEEPAK KUMAR & SRI RUPAK SINGH 303, SRI RAM REGENCY 2 , BURDWAN COMPOUND, OPP - HARIOM TOWER, RANCHI – 834001.

CERTIFICATE

The provision of Mines Act, Rules and Regulations made there under have been observed in the Mining Plan alongwith Progressive Mine Closure Plan in respect of Dhab Quartz, Feldspar & Mica Mine over an area of 7.24 Acres (2.93Ha) in Mouza- Dhab, P.S.- Koderma (Now Dhab), Thana No. - 11, District - Koderma, Jharkhand, belonging to M/s Durga Prasad Singh complies and wherever specific permission is required; the lessee will approach the DGMS.

Further, standards prescribed by DGMS in respect of Miners Health will be strictly implemented.

For M/s Durga Prasad Singh Dhab Quartz, Feldspar & Mica Mine

Deepak Kumar & Rupak Singh Partners

Place: - Date: -

MOB No. +91 - 9934347804 M/s DURGA PRASAD SINGH AT – MASNODIH, P.O. - MASNODIH, DISTRICT- KODERMA, STATE – JHARKHAND PARTNERS: SRI DEEPAK KUMAR & SRI RUPAK SINGH 303, SRI RAM REGENCY 2 , BURDWAN COMPOUND, OPP - HARIOM TOWER, RANCHI – 834001.

UNDERTAKING

We, M/s Durga Prasad Singh, Lessee of Dhab Quartz, Feldspar & Mica Mine over an

area of 7.24 Acres (2.93Ha) in Mouza- Dhab, P.S.-Koderma (Now Dhab), Thana No. -

11, District - Koderma, Jharkhand, do hereby undertake that the boundary pillars of the

proposed Lease hold area will be maintained properly.

For M/s Durga Prasad Singh Dhab Quartz, Feldspar & Mica Mine

Deepak Kumar & Rupak Singh Partners Place: - Date: -

MOB No. +91 - 9934347804 M/s DURGA PRASAD SINGH AT – MASNODIH, P.O. - MASNODIH, DISTRICT- KODERMA, STATE – JHARKHAND PARTNERS: SRI DEEPAK KUMAR & SRI RUPAK SINGH 303, SRI RAM REGENCY 2 , BURDWAN COMPOUND, OPP - HARIOM TOWER, RANCHI – 834001.

UNDERTAKING

We Hereby Undertake that we shall submit the Geo Referenced cadastral Map of Mining

lease in respect of Dhab Quartz, Feldspar & Mica Mine over an area of 7.24 Acres

(2.93Ha) in Mouza- Dhab, P.S.-Koderma (Now Dhab), Thana No. - 11, District -

Koderma, Jharkhand to the State Govt. of Jharkhand within one year after completion of

necessary survey work will be completed by a recognized agency of the State

Government.

For M/s Durga Prasad Singh Dhab Quartz, Feldspar & Mica Mine

Deepak Kumar & Rupak Singh Partners Place: - Date: -

DHAB QUARTZ, FELDSPAR & MICA MINE AREA: 7.24ACRES (2.93 HECTARES) LESSEE: M/s DURGA PRASAD SINGH

CERTIFICATE

1. Certified that the provisions of Mines Act, Rules and Regulations made there under have been observed in this Mining Plan and wherever specific permissions are required, the lessee will approach the concerned authorities of D.G.M.S. for granting permission.

2. The information furnished in this Mining Plan is true and correct to the best of my knowledge.

(P.K. Sen) Regn. No. RQP/CG-RNC/010/87/A Valid up to 27/11/2018

Place : Ranchi Date :

DHAB QUARTZ, FELDSPAR & MICA MINE AREA: 7.24ACRES (2.93 HECTARES) LESSEE: M/s DURGA PRASAD SINGH

MINING PLAN INDEX

CHAPTER PARTICULARS PAGE NO. NO.

INTRODUCTION 1-1

I GENERAL 2-2

II LOCATION & ACCESSIBILITY 3-3

III GEOLOGY, EXPLORATION & RESERVE 4-12

IV MINING 13-20

V BLASTING 21-23

VI MINE DRAINAGE 24-24

VII STACKING OF MINERAL REJECTS AND DISPOSAL OF 25-25 WASTE

VIII USE OF MINERALS 26-27

IX MAN POWER 28-28

X MINERAL PROCESSING 29-29

XI ENVIRONMENT MANAGEMENT PLAN 30-34

XII PROGRESSIVE MINE CLOSURE PLAN 35-41

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MINING PLAN LIST OF PLATES

SL. PARTICULARS SCALE DRAWING NO. NO.

1 KEY PLAN 1:50000 PLATE NO. 1

2 AREA PLAN 1:3960 PLATE NO. 2

3 SURFACE PLAN 1:1000 PLATE NO. 3 4 GEOLOGICAL PLAN 1:1000 PLATE NO. 4 5 GEOLOGICAL SECTION 1:1000 PLATE NO. 4A 6 DEVELOPMENT PLAN 1ST YEAR 1:1000 PLATE NO. 5 7 DEVELOPMENT SECTION 1ST YEAR 1:1000 PLATE NO. 5A 8 DEVELOPMENT PLAN 2ND YEAR 1:1000 PLATE NO. 6 9 DEVELOPMENT SECTION 2ND YEAR 1:1000 PLATE NO. 6A 10 DEVELOPMENT PLAN 3RD YEAR 1:1000 PLATE NO. 7 11 DEVELOPMENT SECTION 3RD YEAR 1:1000 PLATE NO. 7A 12 DEVELOPMENT PLAN 4TH YEAR 1:1000 PLATE NO. 8 13 DEVELOPMENT SECTION 4TH YEAR 1:1000 PLATE NO. 8A 14 DEVELOPMENT PLAN 5TH YEAR 1:1000 PLATE NO. 9 15 DEVELOPMENT SECTION 5TH YEAR 1:1000 PLATE NO. 9A 16 ENVIRONMENT PLAN 1:5000 PLATE NO. 10 17 ENVIRONMENT MANAGEMENT PLAN 1:1000 PLATE NO. 11 18 CONCEPTUAL PLAN 1:1000 PLATE NO. 12 19 CONCEPTUAL SECTION 1:1000 PLATE NO. 12A 20 PROGRESSIVE MINE CLOSURE PLAN PLATE NO. 13 1:1000

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MINING PLAN LIST OF ANNEXURES

SL. PARTICULARS ANNEXURE NO. NO. 1 PHOTOCOPY OF RECEIPT OF RENEWAL APPLICATION 1 FOR MINING LEASE 2 PHOTOCOPY OF LEASE DEED WITH CADASTRAL MAP 2 3 PHOTOCOPY OF DEED OF PARTNERSHIP 3 4 PHOTOCOPY OF LETTER FROM D.F.O. 4 5 PHOTOCOPY OF DTH LITHOLOG 5 6 DETAILS CALCULATION OF RESOURCES AND RESERVE 6 7 DETAILS CALCULATION OF YEAR WISE 7 PROPOSED PRODUCTION OF STONE 8 PHOTOCOPY OF RQP CERTIFICATE 8 9 PHOTOGRAPHS 9

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INTRODUCTION

1. The State Govt has granted the mining lease for Quartz, Feldspar & Mica in Mouza- Dhab, P.S.-Koderma (Now Dhab), Thana No. - 11, District - Koderma, Jharkhand over an area of 7.24 Acres (2.93Ha) in favour of M/s Durga Prasad Singh a partnership firm in village At + PO – Masnodih, Dist –Koderma, Jharkhand. (Photocopy of Lease deed has been enclosed as annexure-2) 2. Now Mining plan including progressive mine closure plan in respect of Dhab Quartz, Feldspar & Mica mine is Prepared based on Gazette notification no 333 Published on 10 Feb 2015. 3. While preparing the mining plan, proper attention has been paid to ensure that the relevant provisions under MMDR Act-1957, MMR-1961, and Mines Act-1952 & Mines Rules-1955 have been followed. All safety measures, provided in the statue, will be taken into consideration. 4. Required numbers of competent and qualified persons will be appointed for exercising control, direction and supervision of safe working. 5. The method of mining is proposed to be mechanized mining with employees 10 miners and 5 unskilled workers. 6. For baseline, data assistance has been taken from the data, available from local authorities as well as from websites.

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DHAB QUARTZ, FELDSPAR & MICA MINE AREA: 7.24ACRES (2.93 HECTARES) LESSEE: M/s DURGA PRASAD SINGH

CHAPTER – I GENERAL

1.1. Name & Address of the Lessee: M/s DURGA PRASAD SINGH At & P.O. - Masnodih, District- Koderma, Jharkhand Mobile No. - +91-9934347804 1) PARTNER: SRI DEEPAK KUMAR & 2) PARTNER: SRI RUPAK SINGH 303, Sri Ram Regency 2 , Burdwan Compound, Opp - Hariom Tower, Ranchi – 834001.

1.2. Status of the Lessee: The lessee is a Partnership Firm.

1.3. Mineral Occurring in the Area and which the Lessee Intends to Mine: Quartz, Feldspar, Mica

1.4. Name of the RQP Preparing the Mining Plan:

P.K. Sen Kali Mandir Road, P.O. : Doranda Dist : Ranchi State : Jharkhand PIN : 834 002 Phone No. : 0651 – 2481110 Registration No. : RQP/CG-RNC/010/87/A Valid up to : 27.11.2018 (Photocopy enclosed) 1.5. Name of the Prospecting Agency: Pegmatite exposed on quarries and exposure also visible on the lease area. Prospecting was carried out by GSI long ago, reports are not available. However, before preparing mining plan Sri P.K. Sen and team, Mining Consultant being assigned by the Lessee, visited the area and conducted survey and reconnaissance exploration of the area. 1.6 Details of the Area: Plots no. – 561(P). Khata no. - 22 1.7 Lease Area – 7.24 Acres / 2.93Ha. Whether to be recorded in Forest - Raiyati Land.

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CHAPTER – II LOCATION & ACCESSIBILITY

2.1. Location & Accessibility: Dhab Quartz, Feldspar & Mica mine is situated near about 40 Km away from Koderma Railway Station. The nearest Airport is Ranchi airport is about 200 Km away & the nearest highway NH-31 is about 20 km away from the area.

2.2. Toposheet No: G45T14:- Latitude N24°35'36.55'' TO N24°35'44.67''& Longitude E85°46'30.66'' TO E85°46'35.59'' 2.3. Availability of Water, Power, Medical & Educational Facilities: Sakri River is flowing 11 km away from South-East to North-West on North-East side of the area. Dispensary and local hospital facilities are available at Dhab is about 2km away from the site. Local educational facilities, at Dhab school is available about 2 Km away from the lease area.

2.4. Key Plan: The area has been marked on Toposheet No. G45T14 of survey of , showing the vicinity of the area on scale of 1:50,000 (Plate No.1).

2.5. Area Plan: The area is marked on the cadastral map of in Village Dhab, Thana No.- 11,Thana - Domchanch, District- Koderma, Jharkhand on a scale of 1:3960 or 16” = 1 mile (Plate no 2).

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DHAB QUARTZ, FELDSPAR & MICA MINE AREA: 7.24ACRES (2.93 HECTARES) LESSEE: M/s DURGA PRASAD SINGH

CHAPTER – III GEOLOGY AND EXPLORATION & RESERVE

3. (a) Topography : The granted P.L. area represents undulatory land with rock mass of Pegmatite. The highest contour is found 295 m. from mean Sea Level and the lowest contour is of 271m. The vein trending N-S is approximately 201m in length & 45m wide. The area bears scattered vegetations. Mostly different kind of bushes is found in the P.L. area. There is no human settlement within the area. Sakri River is flowing 11 km away from South-East to North-West on North-East side of the area.

Regional Geology This mining lease lies within the ‘Bihar Mica Belt’ extending in ENE – WSW direction for a length about 150 Km and in width about 20 Km near about Gajhandi Railway Station (E.R.) – the western and of the ‘Belt’ approximately in Hazaribagh and Hawada Districts, Longitude 85o28’ and Latitude 24o30’ to about 40 Km at Tisri Longitude 86o04’ and Latitude 24o35’ in Giridih and Munger Districts which form the eastern end of the Belt.

Feldspar, quartz and mica occur in pegmatite as intrusive body into the country rocks gneiss and schists. The pegmatite constituents are potash feldspar, quartz and, Mica along with some accessory minerals like Beryl, Tourmaline, apatite, garnets etc. The presence soda – lime – plagioclase maintains higher temperature and influence slow cooling of pegmatite magma, thus favoring the formation of porphyroblasts of potash feldspar in Dhab Mine.

These gneisses and schists have been classed as Bengal gneisses in geological classification of Archean gneisses. The main constitutional characters of these gneisses are that they are finely foliated of heterogeneous composition so that the different schistosity planes have materials of different composition from place to place. The gneisses are closely associated with schists, varieties of accessory minerals are present in these gneisses and schists such as Magnetite, Ilmenite, Garnets, Feldspars, Dumetorite, Andalusite, Sillimanite, Plagioclases, Beryl, micas muscovite and mostly biotite and chlorite etc. In that manner it differs from Bundelkhand gneisses and Nilgiri gneiss even their being of the same age.

The above said ‘Bengal Gneiss’ spreads far and wide into Bengal, Manbhum, Bihar, Orissa, Rewa, Nellore, Karnataka and Rajasthan etc. between the please mentioned rock types, but the homotexial and constitutional relations of respective gneisses and schists are same and mica pegmatite occur in them.

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The Bihar Mica Belt lies on the northern fringes of the Chotanagpur Plateau. The southern margin of the ‘Belt’ may be near Parsabad Railway Station (E.R.) – the third station on S. E. from at Longitude 85o 45’ and Latitude 24o17’ on Eastern Railway Grand Chord section running E.N.E. to Kharagdiha, Longitude 86o10’ and Latitude 24o25’. The northern margin of the ‘Belt’ may be on line from KAVAKOL longitude 85o55’ and Latitude 24o53’ in Nawada District to Jamui Longitude 85o15’ and Latitude 24o58’ in the district of Munger and its W.S.W. extension to about 10 km North of Gajhandi Railway station mentioned above.

It is also important to note that the ‘Bihar Mica Belt’ mineralogically divided into three zones – mainly Northern zone, the Middle Zone Southern zone, Kodaibank mine lies in Southern zone.

The southern margin of ‘Bihar Mica Belt’ meets a series of granite intrusions. The granites are characterized by having good percentage of plagioclase feldspars of varying composition from albite to oligoclase. The Chotanagpur Plateau, Far and wide, consists of complex rock types, granite and gneisses mixture described by various names such as migmatite, metapelite and para amphibolites. The chief characters of the Bengal genisses are that they exhibit ‘Spheroidal’ weathering which is generally observed here and there in the mica field.

General Stratigraphic Sequence of Rock Type The tentative regional stratigraphic sequence of the Bihar Mica Belt is as follows :- Quaternary & Recent ………………. Alluvium Post Lower Gondwana (Lower to Middle Jurassic) ………………. Dolerite Lower Gondwana ………………. Talchir Sandstone and Shales. BOULDER BED UNCONFORMITY Intrusives ……………… Pegmatite and vein quartz, Meta – Dolerite Meta– Gabbro, Meta – Pyroxenite and Othhoamphibolite. Pre Cambrian Upper Quartzite and micaceous Quartzite and Schist. Meta sedimentaries of Mica Belt Mica schist and mica gneiss with Intercalated amphibolites calc-gneisses and quartz schists of Chotanagpur Granite Gneiss and migmatite.

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4 (c) Geology of the Area Out of the sequence of rock formation described above it is found that in this area the main rock types are the surface soil Alluvium directly overlying pre- Cambrian Meta Sedimentaries of ‘Mica Belt’ – the gneisses and schists with associated pegmatite.

The stratigraphic sequence in the area: R O C K T Y P E S A G E 1. Alluvium Quaternary and Recent 2. Alluvium with boulders Earlier to above 3. Pegmatite body Dharwarian 4. Mica Gneisses and Schists Archean

Description of Rock Types: Alluvium (Soil Cover): Alluvium occurs mostly on low lying ground close to nalas in patches of varying extent and thickness. The alluvium is yellow in color, fine grained and plastic, suitable as potter’s clay. It is precipitated clay devoid of any rock boulders or pebbles.

Alluvium with boulders: This type constitutes of soil with boulders large and small of pegmatite minerals and rock and schist rounded all and faceted mixed soil and spread over ground surface.

Pegmatite: It is revealed that it is a zoned pegmatite having a prominent Quartz zone and a Quartz-Feldspar zone. Most of the mica concentrations have been observed located in between the one zone. The second level is almost stopped out but the test inclines indicate the pegmatite as a promising one.

Mica Schist and Gneisses: The mica schist and gneisses are finely foliated and of heterogeneous composition. The different schistosity planes being characterized by material of different composition. The gneisses are closely associated with schists of various compositions. The weathering of schists is characterized so that it gives rise to ellipsoidal masses by the exfoliation of the rocks in regular circular scales. From this peculiarity the gneisses have received the name of ‘Dome Gneisses’. The schistosity type of Bengal gneisses is regular as probably the older member of Archean complex. Mica schists and Gneisses are almost covered by the old debris, so it is difficult to plot on the Geological plan.

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Composition of the Parent Rock Mica Schist: The parent rock is mica schist constituted mainly of Muscovite along with Biotite, Feldspar, Quartz, Andalusite, Garnet etc; major minerals being Ruby Mica (Muscovite), Quartz, Potash Feldspar – Orthoclase and Microcline.

Composition of the minerals:

Biotite : K2O, 2 (Mg.Fe.O) 3, Al2O3. 6SiO2, 2H2O

Muscovite : K2O, 3Al2O3, 6SiO2, 2H2O

Microcline of Orthoclase : K2O, Al2O3, 6SiO2

Quartz : SiO2. Composition of Pegmatite The mineral composition of the pegmatite of in this area is Mica, microcline and orthoclase as potash feldspar and quartz.

Grade Quartz Feldspar

Al2O3 0.46% Al2O3 16.86% SiO2 98.76% SiO2 69.77% Fe2O3 0.78% Fe2O3 0.51%

4 (d) Details of Exploration Carried out so far: The previous exploration of the area has been carried out by GSI long back. Now the exploration of the lease area has been done by the lessee by making pit and drilling via DTH. Number of pits and trenches indicating dimensions, spacing etc along and across the strike/foliation with references to geological plan. QUARRY NO – 1: The size (average) of the quarry is 52mX25mX4m and is located at central part of the area. Pegmatite body exposed containing Quartz, feldspar & mica Pit no.1: The size (average) of the quarry is 14mX4mX4m and is located at central part of the area. Pegmatite body exposed containing Quartz, feldspar & mica. Pit no.2: The size (average) of the quarry is 8mx4mx2m and is located at northern side Pitno.3: The size (average) of the quarry is 10mX4mX2m and is located at central part of the lease area. Pit no.4: The size (average) of the quarry is 7mX4mX2m and is located at central part of the lease area.

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DHAB QUARTZ, FELDSPAR & MICA MINE AREA: 7.24ACRES (2.93 HECTARES) LESSEE: M/s DURGA PRASAD SINGH

Geological mapping of the area is done by a Geologist and Plan on a scale of 1:1000 will be submitted with appropriate contour interval.

Bore Hole Total run Thickness of Remarks no length pegmatite BH-1 15 12 Pegmatite body containing workable Quartz, feldspar & mica BH-2 6 00 Negative BH-3 6 00 Negative BH-4 15 12 Pegmatite body containing workable Quartz, feldspar & mica BH-5 6 00 Negative BH-6 32 29 Pegmatite body containing workable Quartz, feldspar & mica BH-7 6 00 Negative

The mica samples from DTH are analyzed from State Geological Laboratory, Hazaribagh. The analysis report of Mica is enclosed as Annexure – IV.

3. (e) Geological Plan : A geological plan is prepared on a scale of 1:1000 with a contour interval 1 m and grid interval of 100 m various litho units such as Soil, Pegmatite and soapstone exposed are delineated. Summary of the exploratory work, which had made the basis for preparation of this geological plan, are as follows. 3. (f) Geological Section : A total of 4 nos. of Geological Sections namely A - A’………….. D –D’ is prepared at for the entire deposit on a scale of 1:1000 across the strike of the exposure as well as longitudinally passing through the mineralized zone. Based on the DTH data the Litho units are placed in the section. 3. (h) Estimation of Reserves: Parameter of resources estimation:- The resources & reserve is estimated on the basis of UNFC Classification in the following manner. Reserve has been estimated based on availability of Quartz, feldspar & mica exposed and on the basis of 7 drill holes within the area. On the basis of occurrence of deposit in these holes the resources has been estimated on the basis of cross section X length of influence method. a) Sections have been drawn from boundary to boundary across the lease area considering the litho units in the area & location of the DTH. b) Cross Sectional area have been estimated on the basis of cross sections. c) Length of influence has been measured by the taking half of the section interval distance on both side of each section.

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d) Scrap mica will be recovered @30% of total volume of recovered (80%) pegmatite. It is evident from the drill holes & quarry face exposure that a considerable thickness of pegmatite body with concentration workable Quartz, feldspar & mica presents within the area. Detailed geological mapping has been done & based on level of exploration & drilled log the pegmatite body is mapped & the proved zone & probable zone also marked on the plan.

The occurrence of Quartz, feldspar & mica in the given directions can be justified with presence of workable deposit in the drill holes where mica of considerable thickness, about 15m to 30m is present as per log data and, hence, this type of massive and considerably thick deposit is likely to continue in the area.

The measured mineral resources have been computed as the mica crops out in the existing drill hole as demarcated in Plate No. 4.

In all the cases, areas have been taken as the area marked on Geological Plan. The bulk volume has been calculated by multiplying length of influence with sectional area of the mica of drill hole as derived. Geological resources have been estimated as in situ resources hence recovery percentage is not taken into account.

The details of calculation of reserve are enclosed as annexure V.

Details calculation of reserve & resources of QUARTZ:- MEASURED MINERAL RESOURCE CATEGORY Total Likely to be Non Category of Description Resource Mineable in Mineable in Resources in Tonnes Tonnes Tonnes Measured Mineral Surface 145163 141413 3750 Resource (331) exposure INDICATED MINERAL RESOURCE CATEGORY

Total Likely to be Non Category of Description Resource Mineable in Mineable in Resources in Tonnes Tonnes Tonnes Indicated Mineral Surface 75328 46786 28542 Resource (332) exposure

THE SUMMARY OF RESERVES: Category of Mineable Reserves Non Mineable Resource in Tonnes in Tonnes Pre-Feasibility Mineral Proved (111) 141413 3750 Resources (221) Pre-Feasibility Mineral Probable (122) 46786 28542 Resources (222) TOTAL 188199 32292

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DHAB QUARTZ, FELDSPAR & MICA MINE AREA: 7.24ACRES (2.93 HECTARES) LESSEE: M/s DURGA PRASAD SINGH

Details calculation of reserve & resources of FELDSPAR:- MEASURED MINERAL RESOURCE CATEGORY Total Likely to be Non Category of Resources Description Resource Mineable in Mineable in in Tonnes Tonnes Tonnes Measured Mineral Surface 80646 78563 2083 Resource (331) exposure INDICATED MINERAL RESOURCE CATEGORY Total Likely to be Non Category of Description Resource Mineable in Mineable in Resources in Tonnes Tonnes Tonnes Indicated Mineral Surface 41849 25992 15857 Resource (332) exposure THE SUMMARY OF RESERVES: Category of Mineable Reserves Non Mineable Resource in Tonnes in Tonnes Pre-Feasibility Mineral Proved (111) 78563 2083 Resources (221) Pre-Feasibility Mineral Probable (122) 25992 15857 Resources (222) TOTAL 104555 17940

Details calculation of reserve & resources of MICA:- MEASURED MINERAL RESOURCE CATEGORY Total Likely to be Non Category of Description Resource Mineable in Mineable in Resources in Tonnes Tonnes Tonnes Measured Mineral Surface 96776 94276 2500 Resource (331) exposure INDICATED MINERAL RESOURCE CATEGORY Total Likely to be Non Category of Description Resource Mineable in Mineable in Resources in Tonnes Tonnes Tonnes Indicated Mineral Surface 50219 31191 19028 Resource (332) exposure

THE SUMMARY OF RESERVES: Category of Mineable Reserves Non Mineable Resource in Tonnes in Tonnes Pre-Feasibility Mineral Proved (111) 94276 2500 Resources (221) Pre-Feasibility Mineral Probable (122) 31191 19028 Resources (222) TOTAL 125467 21528

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Feasibility Study Based on the Geographical Conditions and Operating Conditions: Infrastructure: Road and railways are near to the working site. Manpower is cheaply available. Geology: Geologically the area is potential and the deposit with grade is as per requirement of the consuming party. Operating: The lessee has all the mining equipments, used for the scientific mining. The mine is eco-friendly.

Economically the ore is mineable as compared to overburden thickness. The ore is also economically viable for its consuming party.

Thus the economical, feasible and geological axes are categorized as – 1.

Thus the entire mineable reserve as estimated is categorized as 111

Probable reserve is categorized as 122.

Economically ore is mineable as compared to overburden thickness and it is viable for the captive plant and is categorized as – 1.

Feasibility study of the deposit is yet to establish. So, it is categorized as -2

Geologically the area is potential but the deposit at the depth is yet to establish with grade as per the requirement of the captive plant and it is categorized as -2

RESERVES AND RESOURCES ESTIMATED FOR QUARTZ Classification Code Quantity in tonnes Total Mineral Resources (A+B) 220491 A. Mineral Reserve (1) Proved Mineral Reserve 111 141413 (2) Probable Mineral Reserve 122 46786 B. Remaining Resources (1) Feasibility Mineral Resource 211 3750 (2) Pre-feasibility Mineral Resource 222 28542 Pre-feasibility Mineral Resource 222 ------(3) Measured Mineral Resource 331 ------(4) Indicated Mineral Resource 332 ------(5) Inferred Mineral Resource 333 ------(6) Reconnaissance Mineral Resource 334 ------

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RESERVES AND RESOURCES ESTIMATED FOR FELDSPAR Classification Code Quantity in Tonnes Total Mineral Resources (A+B) 122495 A. Mineral Reserve (1) Proved Mineral Reserve 111 78563 (2) Probable Mineral Reserve 122 25992 B. Remaining Resources (1) Feasibility Mineral Resource 211 2083 (2) Pre-feasibility Mineral Resource 222 15857 Pre-feasibility Mineral Resource 222 ------(3) Measured Mineral Resource 331 ------(4) Indicated Mineral Resource 332 ------(5) Inferred Mineral Resource 333 ------(6) Reconnaissance Mineral Resource 334 ------

RESERVES AND RESOURCES ESTIMATED FOR MICA Classification Code Quantity in Tonnes Total Mineral Resources (A+B) 146995 A. Mineral Reserve (1) Proved Mineral Reserve 111 94276 (2) Probable Mineral Reserve 122 31191 B. Remaining Resources (1) Feasibility Mineral Resource 211 2500 (2) Pre-feasibility Mineral Resource 222 19028 Pre-feasibility Mineral Resource 222 ------(3) Measured Mineral Resource 331 ------(4) Indicated Mineral Resource 332 ------(5) Inferred Mineral Resource 333 ------(6) Reconnaissance Mineral Resource 334 ------

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CHAPTER – IV MINING

4.1. The entire area is highly potential area. The work will be started from the southern portion of the area and further developed and advanced towards northern part of the area. In the Lease area there has 1m soil. During quarry development some amount of soil will be removed and this will be used for road dressing. The benching system 6mX6m will be practiced in the area, in order to comply with the provisions of Metalliferous Mines Regulations, 1961. Details of advancement and formation of benches are shown in Development Plan & Sections (Plate Nos. 5, 5A 6, 6A 7, 7A 8, 8A, 9 & 9A) on the scale of 1:1000.

4.2. Mining Strategy: it is proposed to carry out only opencast mechanized mining for this plan period i.e. five years. The operations like drilling of shot hole, sorting of ore and loading will be done mechanically by deploying 100mm dia wagon drilling to drill and blast holes having burden and spacing of 3m x 3.5m in stagger grid pattern. Muffle blasting will be adopted as precautionary measure. 4.3. Production Targets: Year wise Production of Quartz, Feldspar & Mica from the area has been calculated by cross sectional method. The cross sectional area has been multiplied by the advancement to be worked in each bench as length of influence to get the bulk volume. Thus the value obtained has been multiplied by tonnage factor to get the actual production of Quartz, Feldspar & Mica in each bench. Year wise calculation has been made separately and the detail of year wise development of the quarry is given in Annexure. TOTAL IN SCHIST QUARTZ FELDSPAR TOTAL SOIL IN TONNES MICA IN STRIPPING YEAR IN IN IN ROM IN TONNES (OB + TONNES RATIO TONNES TONNES TONNES TONNES WASTE) 1ST 5880 3672 9552 37626 20903 25084 83613 1:0.11 2ND 0 9585 9585 37604 20891 25069 83564 1:0.11 3RD 0 11467 11467 37663 20924 25109 83696 1:0.14 4TH 2609 11815 14424 37678 20932 25119 83729 1:0.17 5TH 6720 17280 24000 37603 20891 25069 83563 1:0.29 TOTAL 15209 53819 69028 188174 104541 125450 418165 1:0.17

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4.4. Bench Design and Formation: Since the mine will be worked in mechanized working pattern during this proposed plan period of 5 years, bench height will be restricted to the statutory 6m X 6m due to compactness of the Quartz, Feldspar & Mica and as per the DGMS norms. Bench slope angle will be maintained less than 45º.

4.5. Bench Development during the Plan Period: Working of the proposed five years will be started from the southern part of the area and extended towards northern portion and further depth. Details of advancement and formation of benches are shown in Development Plan & Sections (Plates: 5, 5A, 6, 6A, 7,7A, 8, 8A, 9 & 9A) in the scale 1:1000.

1st year: During 1st year working will be started from the Southern part of the area with three benches of 6m X 6m in dimension. The benches RL are from 295m to 280m and will be extended towards northern side. During quarry development topsoil will be removed and this will be stored for future utilization. Altogether 83613 tonnes of mineral will be generated @ 80% recovery including 37626 tonnes of Quartz, 20903 tonnes of Feldspar & 25084 tonnes of Mica. Mica schist will also be generated as side burden during bench development and this will be dumped in non-mineralization area. For haulage activity 1 in 16 ramps will be maintained at the quarry face. Detail calculations are given as annexure-1

SOIL IN YEAR SCHIST IN TOTAL QUARTZ IN FELDSPAR MICA IN TOTAL STRIPPING TONNES TONNES TONNES IN TONNES TONNES RATIO 1ST 5880 3672 9552 37626 20903 25084 83613 1:0.11

2nd year: During 2nd year working will be extended towards the northern part of the area with two benches of 6m X 6m in dimension. The benches RL are from 286m to 274m and will be developed further depth. There is no generation of topsoil during quarry development. Altogether 83564 tonnes of mineral will be generated @ 80% recovery including 37604 tonnes of Quartz, 20891 tonnes of Feldspar & 25069 tonnes of Mica. Mica schist will also be generated as side burden during bench development and this will be dumped in non-mineralization area in northern right side of the lease area. For haulage activity 1 in 16 ramps will be maintained at the quarry face. Detail calculations are given as annexure-1.

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SOIL IN YEAR SCHIST IN TOTAL QUARTZ IN FELDSPAR MICA IN TOTAL STRIPPING TONNES TONNES TONNES IN TONNES TONNES RATIO 2ND 0 9585 9585 37604 20891 25069 83564 1:0.11

3rd year: During 3rd year working will be continued further downward of the area with two benches of 6m X 6m in dimension. The benches RL are from 280m to 268m and will be developed further depth. There is no generation of topsoil during quarry development. Altogether 83696 tonnes of mineral will be generated @ 80% recovery including 37663 tonnes of Quartz, 20924 tonnes of Feldspar & 25109 tonnes of Mica. Mica schist will also be generated as side burden during bench development and this will be dumped in non-mineralization area in northern right side of the lease area. For haulage activity 1 in 16 ramps will be maintained at the quarry face. Detail calculations are given as annexure-1

SOIL IN SCHIST IN QUARTZ IN FELDSPAR MICA IN STRIPPING YEAR TOTAL TOTAL TONNES TONNES TONNES IN TONNES TONNES RATIO 3RD 0 11467 11467 37663 20924 25109 83696 1:0.14

4th year: During 4th year working will be extended towards the northern part of the area with four benches of 6m X 6m in dimension. The benches RL are from 286m to 265m and will be developed further depth. During quarry development topsoil will be removed and this will be stored for future utilization. Altogether 83729 tonnes of mineral will be generated @ 80% recovery including 37678 tonnes of Quartz, 20932 tonnes of Feldspar & 25119 tonnes of Mica. Mica schist will also be generated as side burden during bench development and this will be dumped in non-mineralization area in northern right side of the lease area. For haulage activity 1 in 16 ramps will be maintained at the quarry face. Detail calculations are given as annexure-1

SOIL IN YEAR SCHIST IN TOTAL QUARTZ IN FELDSPAR MICA IN TOTAL STRIPPING TONNES TONNES TONNES IN TONNES TONNES RATIO 4TH 2609 11815 14424 37678 20932 25119 83729 1:0.17

5th year: During 5th year working will be extended towards the northern part & will be continued further depth of the area with four benches of 6m X 6m in dimension. The benches RL are from 280m to 265m and will be developed further depth. During quarry development topsoil will be removed and this will be stored for future utilization. Altogether 83563 tonnes of mineral will be generated @ 80% recovery including 37603 tonnes of Quartz, 20891 tonnes of Feldspar & 25069 tonnes of Mica.

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Mica schist will also be generated as side burden during bench development and this will be dumped in non-mineralization area in northern right side of the lease area. For haulage activity 1 in 16 ramps will be maintained at the quarry face. Detail calculations are given as annexure-1

SOIL IN YEAR SCHIST IN TOTAL QUARTZ IN FELDSPAR MICA IN TOTAL STRIPPING TONNES TONNES TONNES IN TONNES TONNES RATIO 5TH 6720 17280 24000 37603 20891 25069 83563 1:0.29

4.6. Notes on Conceptual Plan for the Lease Period: Mining will be carried out with the help of heavy Earth Moving Machineries for digging, excavation and removal of Quartz, Feldspar & Mica in conjunction with deep hole drilling and blasting. In this connection, guidelines, issued by the Director of Mine’s Safety by various circular, will be adopted. While preparing a conceptual mining plan for the Quartz, Feldspar & Mica Lease, the following points and percepts have been kept in view: The lease area is existing area. During this plan period of five years the area will be worked out except 7.5m safety barrier. During the working in the plan period some amount of soil will be generated and this will be used as road dressing. The voids, so left, will be filled with rain water and shall be treated as water reservoir.

After the conceptual mining period, on the basis of proposed production planning and available reserve position, the ultimate pit area, ultimate pit depth, ultimate generation of waste, final pits slope, afforestation programme is given in the following table:

Ultimate pit area for Quartz and 1.74 hectare feldspar & mica including reclaimed area Average Ultimate pit depth 15 meter Extend of mechanization Mechanized Ultimate generation of waste 69028 TONNES Total No. of plantation during the plan 848 Nos. period Total No. of plantation during the 656 Nos. conceptual period

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Land Use Pattern: Existing Land Use Pattern: Category Area in hectares Area in Acres Quarry 0.11 0.27 Road 0.01 0.02 Safety Barrier 0.53 1.31 Total area in use 0.65 1.60 Balance unused area 2.28 5.64 Total Lease Area 2.93 7.24 Land Use Pattern after Plan period (Five Years) Category Area in hectares Area in Acres Quarry 1.74 4.30 Side Burden Dump 0.14 0.67 Waste dump 0.27 0.35 Green belt in Safety Barrier 0.53 1.31 Total area in use 2.68 6.62 Balance unused area 0.25 0.62 Total Lease Area 2.93 7.24

Land Use Pattern after Life of the Mine (Ten Years) Category Area in hectares Area in Acres Quarry 1.74 4.30 Dump(Stabilized) 0.41 1.01 Green belt in Safety Barrier 0.53 1.31 Total area in use 2.68 6.62 Balance unused area 0.25 0.62 Total Lease Area 2.93 7.24

4.7 Level of mechanization: it is proposed to carry out only opencast mechanized mining for this plan period i.e. five years. The operations like drilling of shot hole, sorting of ore and loading will be done mechanically by deploying 100mm dia wagon drilling to drill and blast holes having burden and spacing of 3m x 3.5m in stagger grid pattern. Muffle blasting will be adopted as precautionary measure. 4.8. Machinery Development. Wagon drill: For Quartz and Feldspar Production Bench Height : 6 m Drill hole dia : 100 mm Burden : 3 m Spacing : 3.5 m Bulk Density insitu : 2.8 MT/m3 Depth of hole including sub-grade drilling : 6.6 m

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Yield per meter of drilling : 6x 2.8 x 3.5 x 3 =26.72 MT 6.6 Production Per Day 58610 =195 300 Meterage required per day : 195 = 7.30 m 26.72 Rate of Drilling : 25 m per hour Drilling capacity per day with effective : 6 hrs x 25m = 150 m working of 6 hrs per shift No. Of drills required for one shifts in a : 7.30 = 0.05 day 150 Considering 80% availability, the requirement of machines will be 0.05/0.80= 0.0625 say 1 machine. Therefore 1 drill machine will be required to meet the production target.

Details of drilling machine: Dia of drill Motive Type Nos. Capacity Make HP hole in mm power Wagon Atlas Capco 1 100 25m/hour Diesel 440 Drill CM785

EXCAVATORS: (Loading Equipment) For material Production: Production of Ore : 83729 MT/annum No. of working days : 300 Production of ore per day : 83729= 279.096 MT say 279 MT 300 Material required to be handled per : 179 MT day Bucket fill factor : 80% Bucket Capacity : 0.9 cu.m. i.e. 0.72 cum @ 80% Bulk density loose : 3.1 Material handled by each bucket : 0.72 x 3.1 = 2.232 MT Cycle time (including pastime) for : 30 sec each bucket Utilization (Job efficiency) and : 70% Tonnage handled/hr : 2.232 x 0.7 x 60 x 60 = 187.488MT 30 Say 187MT/hr Tonnage handled per shift (6hrs shift) : 6 x1x 187= 1122 MT for one shift Number of excavators required : 279/ 1122 = 0.249 Considering 80% availability the requirement of excavator is 0.249/0.8 = 0.311say 1 no. Therefore 1 Excavator will be required to meet the production target.

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EXCAVATORS: (Loading Equipment) For material Production: Production of Soil : 6720 MT/annum No. of working days : 300 Production of Soil per day : 6720= 22.4 MT say 22 MT 300 Material required to be handled per : 22 MT day Bucket fill factor : 80% Bucket Capacity : 0.9 cu.m. i.e. 0.72 cum @ 80% Bulk density loose : 3.1 Material handled by each bucket : 0.72 x 3.1 = 2.232 MT Cycle time (including pastime) for : 30 sec each bucket Utilization (Job efficiency) and : 70% Tonnage handled/hr : 2.232 x 0.7 x 60 x 60 = 187.488MT 30 Say 187MT/hr Tonnage handled per shift (6hrs shift) : 6 x1x 187= 1122 MT for one shift Number of excavators required : 22/ 1122 = 0.0199 Considering 80% availability the requirement of excavator is 0.0199/0.8 = 0.0249 say 1 no. Therefore 1 Excavator will be required to meet the production target.

Detail of Excavators:

Bucket capacity Type Nos. Motive power H.P In cu m Hydraulic Excavators 2 0.9 Diesel 124

Haulage and Transport Equipment: No. of Tippers to be loaded with the excavators For Material Transportation: 1. Lead distance = 0.3 km 2. Uphill at 20 kmph speed = (60/20)x0.3 = 0.9 min say 1 minute 3. Downhill at 25 kmph speed = (60/25)x0.3 = 0.8 min say 1 minute 4. Loading time = 3 minutes 5. Spotting time = 1 minute 6. Unloading = 1 minute 7. Total time requited per trip = 7 minutes 8. No. of trips per hour = 60/7= 8.57 9. With 80% efficiency = 8.57 x 0.80 = 6.85 trips per hour 10. Hourly output per tipper = 6.85 10 = 68.5 MT 11.Production of Ore per day = 83729 = 279.09 MT say 279 MT 300 13.Material required to be handled per = 279MT day 14. Considering one shift per day, 6 hrs = 68.5x6=411MT per shift so output of 1 tipper per day 15. No. of Tippers required = 279/411 = 0.68

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Considering 80% availability, number of tippers required is 0.68/0.8 = 0.85 nos. say 1. To meet the target one more tipper is also required. Therefore 2 tippers will be required to transport the materials to stock yard.

Details of Tippers: Description Nos. Size/ capacity Motive H.P power Tippers for material 2 10 MT Diesel 98.5 transportation

Following table gives the list of equipment to be used Machineries Deployed Salient features of the Proposed Mining Machinery are enlisted below Type of Dia of hole Motive S. No No Size/ capacity H.P machine In mm power 1 Wagon drill 1 100 25m/hr Diesel 440

2 Excavators 2 - 0.9 cu. m Diesel 124 ----- 300 cfm Diesel 1 3 Compressor 2 operated 4 Jackhammer 2 5 Tippers 2 - 10 MT Diesel 98.5

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CHAPTER – V BLASTING

Blasting:- Deep Blasting will be practiced in this area with 3m burden, 3.5m spacing after obtaining required permission from the concerned authority prior to obtaining permission for deep hole Blasting, Jackhammer, compressor combination drilling and blasting will be practice with 1.5m burden, 1.5m spacing for production of quartz and feldspar. 5.1. Drilling and Blasting Parameters Blasting in open cast mines is of utmost importance not only because it has to be compatible with the shovel/loader but also preferably as will obviate the necessity of secondary blasting which is known to be very costly. The feed size for the crusher has to be low below 600mm. because it is important that variations of the hardness of the formation don’t result in waste use of explosive with unbalanced product size. It is also important that fines generated are kept as low as possible. The distribution of charge in the blast hole is as follows:

Bottom charge with booster (slurry explosives) and column charge also by low speed slurry explosives will be charged in the ratio of 15:85 respectively. Considering the nature of strata / deposit and height of the bench deck charging shall be carried out in a following manner: a) Deck charging with drill cutting. b) Air decking. 5.2. Pattern and Sequence of firing The normal pattern of holes with 3m burden, 3.5m spacing will provide the best results. The pattern of delay blasting in conjunction with use of detonating fuse will take into account existence of any natural cleavage layout and sequence of firing of the blast – holes pattern proposed for blasting.

Depending upon the composition of the formations, some degree of deck-loading may have to be resorted for better fragmentation. 5.3. Types of explosives to be used. Nitro Mixture explosives are used for blasting. Deck charging is used wherever necessary. 5.4. Powder Factor It is hoped that powder factor of over 8 tonnes per kg. of explosives is achieved.

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5.5. Storage of Explosives An agreement will be made by the lessee with the blasting agency before starting the mine. Drilling and blasting operations will be carried on strictly as per the provision of MMR, 1961 under the strict supervision of qualified persons. For storage and issue of explosives, the relevant provisions of Indian Explosives Act, 1884 will be followed. Blasting time is generally fixed at lunch interval or after the working shift-taking. All required precautions, like marking the danger zone with red flags, use of warning signals and providing blasting shelters etc.

5.6. Drilling and Blasting: Although the mine is very far away from any population, precaution will be taken to minimize nuisance caused by blasting. All necessary safety precaution is being taken in accordance with the explosive act. Precaution are also taken as per permission given under MMR 1961 106(2) (b) by Director of Mines Safety for deep hole drilling & Blasting and usage of heavy earth moving machinery. Vibration: In order to minimize vibration the precautions shall be taken: 1. Blast holes shall be initiated by non-electric (NONEL) down-the-hole (DTH) delay detonators. 2. Care shall be taken to ensure that effective burden is not excessive and the face shall be kept sufficiently long. The burden shall be kept at 3m & spacing shall be 3.5m. 3. Optimum charge per delay shall be kept as low as possible. 4. The depth of the hole shall be normally 6 m, which includes about 0.6 meter of sub grade drilling, i.e. about 10% of the depth of the hole. The diameter of the hole shall be kept at 100 mm. 5. Adoption of two row blasting and V pattern of firing. 6. The firing of maximum possible no. of blast holes towards free face. 7. Use of delay detonators between the holes and rows of blasting.

Noise: The following steps have been taken to minimize pollution by noise. 1. Blasting is well designed & blasted periodically rather than couple of hastily unplanned blast daily. All the explosive and the NONEL detonator is put within the blast hole & instead of detonating fuse, NONEL trunk-line-delay-detonator is used for trunk line connections. 2. Blasting shall be so planned as to minimize boulders, so that secondary blasting shall be reduced.

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3. Green belt with trees of varying height shall be developed around the quarry to absorb the blast noise & reduce noise.

Fly rocks: While blasting, if the holes shall be not properly designed and charged, the main thrust of the blast will be upwards and instead of fragmenting the rock, there will be an outward surge resulting in rock fragments flying. In order to prevent fly rocks: 1. Stemming length shall be kept equal to the burden. 2. Inter-row delay shall be selected in such a way each row pushes its burden forward rather than in an upward direction. 3. Toe formation shall be avoided by proper design of drilling and blasting as toe hole blasting involves increased risk of fly rocks. 4. To avoid fly rock problem at the edge of hill light charged muffle blasting shall be under taken.

Explosive consumption Bench height : 6.0m Burden : 3m Spacing : 3.5m Bulk density : 2.8MT/m3 Depth of hole : 6.0m+10% sub-grade drilling=6.6 Tonnage per hole : 6.6X2.55X3.5X3 =177Tonnes Powder factor : 8 Tonnes/KG Charge per hole : 177/8 = 22.13Say 22 KG Production/day : 83729 = 279.09 MT says 279 MT 300 Number of hole / day : 279 /177 = 1.58 Say 2

The fallowing blasting parameters are being adopted:- Explosive : slurry explosive Bench Height : 6.0m Depth of hole : 6.6m Burden : 3m Spacing : 3.5m Volume : 6.6X3X3.5 = 69.3cum Charge/hole : 22Kg Explosive : 22X2=44 Kg slurry explosives

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CHAPTER – VI MINE DRAINAGE

6.0. Mine Drainage: Sakri River is flowing 11 km away from South-East to North-West on North-East side of the area. Likely depth of water table based on observations from nearby wells and water bodies: 1. The water table is 20-25m below the ground level (Reported from nearby nala, RL 255m). 2. The area is more or less undulating and working will be done in this area above ground water table. 3. Adequate number of diesel pumps will be kept standby. During rainy season water from the pit, if available, will be sampled and the results will be submitted when required. There is no surface water and ground water body available in the lease area. The proposed area with its surroundings is gently sloping. Sakri River is flowing 11 km away from South-East to North-West on North-East side of the area. The area is much above HFL and there was no occasion of flooding in the area. From the tube well, sunk in the area, it has been observed that the ground water table is 20-25meter below the ground level. The quality of the water sample from the tube will be analyzed. The proposed mining operation is mechanized and does not affect any pollution at the remarkable scale.

An ambient water quality monitoring network will be designed for assessment of the baseline status of ambient water quality. The parameters to be monitored are given as below:

(1) PH— (2) E.C. --- (3) Ca- Concentration

(4) Mg-Concentration (5) Na- Concentration (6) K- Concentration

(7) HCO3—Concentration of bi-carbonate (8) Cl- Concentration of Chloride

(9) Total hardness as CaCo3—

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CHAPTER – VII STACKING OF MINERAL REJECT AND DISPOSAL OF WASTE

7.1. Nature of Waste: In the Lease area average 1m thick soil cover has been reported from the old pits and DTH log. Mica schist has been reported with pegmatite body as per the DTH bore hole log data. The mica schist will be removed during quarry advancement as side burden. 7.2. Selection of dump site: During quarry development topsoil will be removed and stored at north eastern portion of the lease area for future utilization. During conceptual period plantation will be done over this dump for stabilization & less erosion of dumped soil.

Mica schist will also be generated as side burden during bench development and this will be dumped in non-mineralization area. During conceptual period plantation will be done over this dump for stabilization.

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CHAPTER – VIII USE OF MINERALS

8.1. USE OF MINERALS: (a) Feldspar: Potash felspar is mostly used in insulator manufacture and the glass and ceramic industries. The glass and ceramic industries are the major consumers of Potash Felspar

and account for 80% of the total consumption. In glass industry Potash - K2O content is

important for its action as a flue and the alumina – AI2O3 content provides resistance to impact, bending and thermal shock. In ceramic bodies Potash Felspar is preferred although soda felspar works as a good flues and can be satisfactorily used in developing ceramic bodies, because potash felspar has P.C.C. value 10 as compared to 0.9 of soda felspar. Oligoclase high in lime, on fusion, becomes partially crystallized instead of yielding solid glass, hence it is undesirable. Impurities of iron, manganese, Sericite and lime plagioclases are deleterious in ceramics. (b) Quartz: Quartz is one of the most common minerals. Quartz crystals if pure untwined clear and transparent posses piezo – electric properties which are of great value in telecommunication and hence of strategic importance. Quartz is also the source of silicon which is of great industrial importance and is utilized in the manufacture of abrasives like Silicon – Carbides, Silica – gel, the silicones, Ferro Silicon and of refractory like silica bricks. Silica sand is used for manufacture of glass in ceramics, for making china – ware and porcelain and as refractory material. Also for special purposes in foundries for filler beds sand for sheet asphalt and as an abrasive. Natural silica stone abrasives include the high siliceous rocks, such as the hard compact sandstones, which are quarried and shaped into suck articles as ground stones, pulp stones, grinding pebbles and liners. Diatomite, Tripoli and natural amorphous quartz are natural silica abrasives. (c) Mica :

Mica is a mineral that is commonly used in the electrical industry, to produce shingles and other building materials, and to prepare samples for microscopy. It has also been used to create window-like panes on stoves and lanterns, and to facilitate pigment suspension in paints and dyes. Its sheet-like cleavage structure and high heat resistance make it an ideal substance for these purposes. According to the Minerals Education Coalition, mica is a key component in wallboard joint compound because it gives a smooth consistency and prevents the dried substance from

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cracking. It is also added to paint because it keeps the pigments from separating from the paint base, promoting a more even color. Mica also makes paint more water-resistant. It is added to plastics for the same reasons -- it provides reinforcement and helps molded products achieve their shapes without cracking.

Mica is commonly used in the electrical industry because of its ability to withstand heat, conduct electricity and withstand high voltage. High-quality muscovite mica is commonly used as a dielectric substance in capacitors, and large sheets of mica are used as backing for heating wires because of their high heat tolerance. In microscopy laboratories, much smaller sheets of mica are used to mount tiny samples allowing for visualization of plasma membranes and even DNA molecules.

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CHAPTER – IX MAN POWER

9.1. Manpower Development: There would be 300 working days in a year. Taking into account 5 years period, Management & supervisory personnel considered under Reg. 34 (2) (C) of MMR, 1961 would be as follows:

Employment Potential: Future production planning does not indicate some change from present, in the employment. The lessee has employed 10 miners for raising ores and 5 unskilled workers for removal of overburden, quarry cleaning and road repairing. The number of unskilled labours may increase depending on the quantum of overburden removal.

Manager 1st Class 1 Mining Mate 1 Blaster 1 Storekeeper 1 Attendance Clerk – cum register 1 Keeper Quarry Munshi 1 Compressor Operator 2 Driller 3 Poclain operator 3 Dumper operator 3 Miners (Semiskilled) 10(inclusive of absentees & leave) Unskilled 5 Total 42

9.2. Site Services: 1) Rest Shelter 2) Pit Office 3) First Aid Arrangement 4) Drinking Water

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CHAPTER – X MINERAL PROCESSING 10. Mineral Processing: For mica there is no need for mineral processing or mineral beneficiation to upgrade the ROM Production. Here, mined out mica will be directly sold in different forms to the buyers. For grinding of quartz feldspar lessee decided to setup a crushing & grinding unit around 2 km away from the lease area prior to this the produced quartz & feldspar also will be sold directly to the purchaser.

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CHAPTER – XI ENVIRONMENT MANAGEMENT PLAN

Environment is always affected due to mining and more so, when the mining is an opencast one. To look into the environment protection area and Environmental Management Plan is prepared. The present scenario of environmental attributes and activities are shown in Plate – 10.

11.1. Base Line Data: 11.1.1. Existing Land Use Pattern:- Category Area in hectares Area in Acres Quarry 0.11 0.27 Road 0.01 0.02 Safety Barrier 0.53 1.31 Total area in use 0.65 1.60 Balance unused area 2.28 5.64 Total Lease Area 2.93 7.24

11.1.2. Water: Sakri River is flowing 11 km away from South-East to North-West on North-East side of the area. it has been observed that the ground water table is 20-25meter below the ground level. The quality of the water sample from the tube will be analyzed. 11.1.3. Terrestrial Ecology: The study of Terrestrial Ecology involves the identification of animals, birds including nomadic and migratory, reptiles and amphibian fauna. Further, the dominant species of vegetation also needs identification. 11.1.3.1. Fauna: Only domestic animals like cow, goat, buffalo, cat, dog etc are observed / found in the area. As there is no natural forest cover, the area does not contain any wild animals. Only stray jackals are seen sometimes. Both poisonous and non-poisonous types of snakes are seen during summer and rainy seasons. 11.1.3.2. Flora: The area is virtually denuded with vegetation. Neem, Palash, Eucalyptus, Akashmani trees are seen at places around the area. 11.1.4. Quality of Air: There are no crushers within 5 km. radius. Hence pollutant in the air is very low, only noxious fumes of vehicles. Though, air analysis has not been done so far, but it appears that air pollution level will be significant in the crusher area.

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11.1.5. Climate: Separate statistical data for the area is not available on the climatic condition of Jharkhand state. The oppressive dry summer is the characteristic of the district. The temperature may rise to 40 0c in May and June. Temperature Range: 170 c– 400 c. The rainy season, also hot and highly humid, starts from the 15th June and may last up to September. Most of the rainfall occurs during July - August. Average Rainfall: 1090 mm. Winter starts from November and is very pleasant. It lasts up to February. Temperature Range: 11.70 c– 27.30 c. 11.1.6. Social and Demographic Profile: Area within 5 km radius is shown in Plate No. 1 (Key Plan). Gawartoli, Tandahiya, Mahuapahari, Bardhabuthan,Lakshmi Bathan, Bhujwa,, Pokhariya etc 11.1.7. Public Buildings, Places of Worship and Monuments: There is no public building, places of worship or monument of historical importance within the proposed lease area. 11.1.8. Whether the Area falls under Area under Water (Prevention & Control of Pollution) Act 1974: The area does not fall under the notified area. 11.2. Environmental Impact Assessment: 11.2.1. Relief and Landscape Alteration: As the deposit is a below ground deposit, thus in time when the deposit will be mined out, the topography of the lease area will be changed. Thus, the visual impact of the topography will be different. 11.2.2. Impact on the Water Table: As mining and crushing operations do not require much water and no chemical beneficiation will be there, impact on ground water table will be nil. 11.2.3. Water Contamination: Sakri River is flowing 11 km away from South-East to North-West on North-East side of the area. There is no chance of the river getting polluted. However, adequate control measures should be taken for any water pollution due to the failing of dump material during rainy seasons.

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11.2.4. Air and Noise Pollution: There will be impact to a certain limit due to dust generation from crusher, transport operation, waste dumping and drilling/ blasting. Similarly, due to mining and crushing noise pollution will be there. 11.2.5. Impact on Climate: No impact on climate is anticipated due to proposal level of working. 11.2.6. Impact on Human Environment: The beneficial impact will be there due to possibility of generation of employment with increase in production. 11.3. Environment Management Plan: It is observed that there will be limited impact due to proposed mining activity in the area. However, control measuring will be initiated to counter the possible threat to the environment. The various control measures and mitigating measures are shown in Plate No. 11 and are discussed in details below.

S. No. Attributes Parameters Frequency 24 hourly samples twice a week for Ambient Air PM2.5, SO , NO , CO, O 1 2 X 3 three months at 2 locations. O3, CO Quality and Hg monitored as three 8 hourly samples in 24 hours. Physical, Chemical and Bacteriological parameters at 2 Water quality Grab samples will be collected 1 ground water and 1surface once during study period. water locations. Soil samples will be collected 3 Soil quality Grab samples will be collected at 1 location. once during study period. Noise levels in and around the 4 Noise levels Noise levels in dB (A) at 10 project area will be monitored every locations will be monitored. hour for 24 hours at each location once during study period.

11.3.1. Dust Suppression: During Mining and crushing operations, fugitive dust will be the principal air pollutant. Following measures shall be provided to reduce the air pollution:  Water spraying shall be there in haul road, crusher and mining area.  Wet drilling shall be preferred.  Sharp drill rods shall be used to reduce dust generation.  Dust extractor shall be used to reduce dust generation.  Proper monitoring of air quality data shall be maintained and in case it exceeds the permissible limit, adequate measures like covering the crushers shall be done.

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 Avenue plantation in and around the quarry, dump site and crusher areas shall be raised.  The 7.5m safety barrier shall be used for green belt development at 2.5 m spacing left all around and shall be used for plantation of trees with deep vegetation so that air pollution from the mine can be arrested. Pollution from dust, smoke & due to blasting shall be minimized by adoption of muffling system at stipulated interval of time.  Details of year wise greenbelt development along with number of plants and required area. (Taking 1600 plants on 1 ha area or 2.5mX2.5m grid pattern) .Further every year plantation will be done outside the lease area. Year Area for greenbelt in m2 No of plants 1st 1060 170 2nd 1060 170 3rd 1060 170 4th 1060 170 5th 1060 170 Total 5300 850

 For development of green belt only local species will be taken for plantation, green belt plantation will be protected properly, will be maintain daily by watering and nursing. Rate of survival of the sapling on this area will be examined before plantation and suitable precaution will be taken.  During plan period plantation will be done on the safety barrier. 11.3.2 Precaution against air pollution There shall be some air pollution as explosive in blasting are used & compressor, jack hammer, tractor and trolley is required in the mine. Attempt should be made to reduce this pollution & kept within permissible limits by sprinkling water on haul roads and surrounding mining area. 11.3.3 Water Pollution Control Measures: As it is envisaged that chance of contamination of water is less, there is no need for direct water pollution control measure. Garland drains; gabions etc are to be constructed so that logged water during rainy season will be discharged after proper settling. 11.3.4 Storage of Top Soil/Rejects:- There is generation of gritty soil, which will be temporarily dumped with suitable precaution and during conceptual period this will be used for partly backfill the exhausted quarry. 11.3.5 Noise Pollution Control Measures:- Besides drilling & blasting is also a potential source of noise pollution. In order to minimize the noise pollution following measures are suggested:

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 Measures will be taken for control of noise levels below 75 dB (A) in the work environment as per the DGMS standard. Green belt shall be developed along lease boundary and transport road for minimizing noise level.  Proper and timely maintenance of machineries. 11.3.6 Land Reclamation When the deposit will be mined out then only the question of land reclamation will come. It is proposed that after the completion of quarrying operation the excavated vacant area will be converted into pool and will be utilized for irrigation and pisciculture purpose. Embankment and wire fencing will be made surrounding the pool so that nobody can intrude directly.

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CHAPTER – XII PROGRESSIVE MINE CLOSURE PLAN

12.1(a) Name & Address of the Lessee: M/s DURGA PRASAD SINGH At & P.O. - Masnodih, District- Koderma, Jharkhand Mobile No. - +91-9934347804 1) PARTNER: SRI DEEPAK KUMAR & 2) PARTNER: SRI RUPAK SINGH 303, Sri Ram Regency 2 , Burdwan Compound, Opp - Hariom Tower, Ranchi – 834001. 12.1(b) Reasons for Closure: As per the Government order and rule the Lessee has to submit Mining Plan with Progressive Mine Closure Plan / feasibility report for environmental clearance of the project. The reason for mine closure does not arise at this stage because the working will be started after getting its’ environment clearance from MOEF and mining work shall be supervised by qualified mining personnel. 12.1(c) Statutory Obligations: The Lessee shall follow all the Rules and Regulation as per the law for mining lease MMDR Act-1957, MMR-1961, Mines Act-1952 & Mines Rules-1955. Status of the Lessee: The Lessee is a Proprietorship firm. Name & Address of the RQP Preparing the Mining Plan: P.K. Sen Kali Mandir Road, P.O. : Doranda Dist : Ranchi State : Jharkhand PIN : 834 002 Phone No. : 0651 – 2481110 Registration No. : RQP/CG-RNC/010/87/A Valid up to : 27.11.2018.

12.2. Mine Description: 12.2.1. Regional Geology: Please refer Chapter III of the mining Plan. 12.2.2. Local Geology of the Area: Please refer Chapter III of the mining Plan. 12.2.3. Reserve Calculation: Please refer Chapter III of the mining Plan. 12.2.4. Mining Method: Please refer Chapter IV of the mining Plan.

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12.2.5. Mineral Beneficiation: Please refer Chapter X of the mining Plan. 12.3. Review of Implementation of Mining Plan / Scheme of Mining including Five Years Progressive Closure Plan up-to the Final Closure of Mine: Not applicable. 12.4.0. Closure Plan: 12.4.1. Mined Out Land: In general, the environmental impacts will always be adverse, due to mining operation, if proper abatement measures will not be taken. The magnitude and significance of the environmental pollution caused by mining, depends on type of mineral, method of mining and beneficiation etc. As a result of mining operation, the original ground profile will be altered. There is no soil within this area so after exhausting of the mineral from the area the quarried out void area will be converted into rain water harvesting pit or water reservoir Please refer Chapter IV of the mining Plan. 12.4.2. Water Quality Management: There is no surface water and ground water body available in the lease area. The proposed area with its surroundings is gently sloping. Sakri River is flowing 11 km away from South-East to North-West on North-East side of the area. The area is much above HFL and there was no occasion of flooding in the area. From the tube well, sunk in the area, it has been observed that the ground water table is 20-25 meter below the ground level. The quality of the water sample from the tube will be analyzed. The proposed mining operation is mechanized and does not affect any pollution at the remarkable scale.

An ambient water quality monitoring network will be designed for assessment of the baseline status of ambient water quality. The parameters to be monitored are given as below:

(1) PH— (2) E.C. --- (3) Ca- Concentration

(4) Mg-Concentration (5) Na- Concentration (6) K- Concentration

(7) HCO3—Concentration of bi-carbonate (8) Cl- Concentration of Chloride

(9) Total hardness as CaCo3—

12.4.3. Air Quality Management: The lease area is presently free from pollution. Due to the mechanized mining operation, it will not affect the immediate vicinity of the mine lease area. There will be some deployment

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of heavy machinery. Blasting & transportation will only create dust or air pollution which will be of very less impact.

Dust, generated due to movement of vehicles will be checked by water sprinkling carried out, time to time on all the approached roads. The dust generated due to crushing is negligible, if increased; it will be checked by I.D. fan & cyclone system. Therefore, no significant impact on the quality of air in the surrounding area is feared.

An ambient air quality monitoring network will be designed for assessment of the baseline status of ambient air quality. The parameters to be monitored are given as below:

 PM 2.5

 Sulphur Dioxide (SO2)

 Nitrogen Oxide (NO2)  Carbon Monoxide(CO)

The frequency of sampling shall be twice a week for complete one season. Ambient air quality monitoring is proposed to be conducted for one season.

Noise: Equivalent continuous noise level (LAeq) in and around the project area will be monitored. Noise readings will be taken at every hour for 24 hours at each location. The monitoring will be done for one season as a part of EIA study.

Others: As a part of the study the information on the following will be collected through forest department and revenue offices: Preparation of an inventory of major species of trees, herbs, shrubs and timber trees in the area;  List of economically important plants, if any;  Presence of rare and endangered species, if any;  Preparation of an inventory of major wildlife species including mammals, Reptiles, birds, etc.  National parks, if any;  Wild life sanctuaries game reserve, if any;  Tiger reserve / elephant reserve / turtle nesting ground, if any;  Breeding grounds, if any;  Core zone of biosphere reserve, if any;  Habitat for migratory birds, if any;  Mangrove area, if any;

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 Areas with threatened (rare, vulnerable, endangered) flora / fauna, if any;  Protected corals, if any;  Wetlands, if any;  Zoological gardens, if any;  Gene Banks, if any;  Reserved forests, if any;  Protected forests, if any;  Any other closed / protected area under the Wild Life (Protection) Act, 1972, any other area locally applicable The publications available in the form of maps and documents will also be collected and utilized. The data on the availability of various floral and faunal species in the study area will also be collected form Department of Forests and utilized. 12.4.4. Waste Management: There is no material which can be called as waste. 12.4.5. Top Soil Management: The gritty soil will be temporarily dump in the lease area with suitable precaution in the northern part and then will be backfill of the lease area in the plan period. 12.4.6. Tailing Dam Management: Not applicable. 12.4.7. Infrastructure: The lease area is well connected with Tehsil and district head quarter by all weather roads where all facilities are available. However, the Lessee shall have his own facility soon after starting of the mine. 12.4.8. Disposal of Mining Machinery: It has already been mentioned that the whole mining operation is mechanized in nature. Therefore, question does not arise for disposal of machinery at the stage of five years of plan period. 12.4.9. Safety & Security: The Lessee will follow all the rules and regulations as per the provision of Director General of Mines Safety for safety and security of the proposed mine. To prevent access to surface opening or excavated area from cattle’s and local people, the Lessee will arrange security for round the clock and round the year. 12.4.10.Disaster Management and Risk Assessment: The proposed lease area is small and the mining operation is completely mechanized in nature. There is no any river or stream, flowing in direct vicinity of the proposed lease area. No seismic activities are recorded in this area during the last 50 years as per the village

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officials. The mining operation will not go to the much deeper side, hence chances of land slide, subsidence etc is nil. The proposed project site falls in Zone-II as per IS 1893 (Part-I): 2002. Hence, seismically it is a stable zone. 12.4.11. Care and Maintenance during the Temporary Discontinuance: During such time the area will be protectively fenced and staff will be arranged for care and maintenance. 12.5. Economic Repercussion of Closure of Mine and Manpower Retrenchment: It is not inferred to discuss the economic repercussion of mine and manpower retrenchment at this stage. 12.6. Time Scheduling for Abandonment: The details of time schedule of all abandonment operations as proposed in Para – 4 should be described here. The manpower and other resources required for completion of proposed job should be described. The schedule of such operations should also be supplemented by PERT (Programme Evaluation & Review Technique), bar chart etc.

Time schedule of all abandonment operations as proposed is given below in self explanatory bar chart

Activities Tentative time frame for completion of jobs for mine closure operation (In months) from date of cessation. 1 2 3 4 5 6 7 8 9 10 11 12 Reclamation & Lease area will be converted into pool and will be utilized for irrigation and Rehabilitation of pisciculture purpose. mined out land Waste Not Applicable management Decommissioning of infrastructure Safety & Security Safety and security will be maintained by the company. Monitoring of air & water Disposal of The lease area is mechanized and machinery will be deployed as such there mining m/c. will be disposal of mining machineries after life of mine. .

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12.3.21 Abandonment Cost:- It is very difficult to estimate the abandonment cost at this stage but the expenditure on the other hand for environment and plantation are given in the following Table Description Quantum of work to be done Approx. total cost of process (in Rs.) Reclamation and Quarry will be converted to reservoir 45,000/- Rehabilitation of excavated and will be utilized as pisciculture pits Soil dump Management 15209 Tonnes of soil will be removed 152090/- which will be stored for future utilization. Waste dump Management 53819 tonnes of waste will be 5,00,000/- removed which will be dumped. Plantation & green belt 0.53Ha areas in the lease will be 85,000/- development used for greenbelt development about 850 plants Air ,noise & water One year every month in 1 location 60,000/- monitoring for air, and 3 for noise location. Decommissioning of At this stage it is not required NIL infrastructure Disposal of mining At this stage it is not required NIL machineries Tentative cost of 8,42,090/- abandonment

12.3.22 Financial Assurance : Financial assurance has been computed on the basis of area put to various uses indicated in the circular. Accordingly, the land uses are indicated in the following table. Sl. Head Area put Additional Total Area Net area No on use at requirement Ha. considered considered start of during plan as fully for plan period reclaimed & calculation Ha. Ha. rehabilitated Ha. Ha. A B C D E F G E=(C+D) G= (E-F) 1. Area to be 0.11 1.63 1.74 NIL 1.74 excavated 2. Dump for Side NIL 0.14 0.14 NIL 0.14 burden 3. Waste dump NIL 0.27 0.27 NIL 0.27

4. Mineral storage NIL NIL NIL NIL NIL

5. Infrastructure NIL NIL NIL NIL NIL (Workshop, administrative building, crusher) 6. Roads 0.01 0.01 (merched NIL NIL NIL

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into quarry)

7. Railways NIL NIL NIL NIL NIL

8. Green 0.53 NIL 0.53 NIL 0.53 belt/Safety zone 9. Tailing pond NIL NIL NIL NIL NIL

10 Garland drain NIL NIL NIL NIL NIL

11 Toe Wall NIL NIL NIL NIL NIL

12 Effluent NIL NIL NIL NIL NIL treatment plant 13 Mineral NIL NIL NIL NIL NIL separation plant 14 Township area NIL NIL NIL NIL NIL

15 Others to NIL NIL NIL NIL NIL specify Pits & Trenches Total 0.65 2.03 2.68 NIL 2.68

Financial assurance comes to be 2.68Ha x Rs 25000.00 per Ha = Rs 67000 /-. The minimum financial assurance specified by the state govt will be submitted in the form of bank guarantee by the lessee to the concern authority of state government of Jharkhand before execution of the lease. 12.3.23 Certificate: The above-mentioned actions have been taken to be stated clearly in the mine closure plan. A certificate duly signed by the lessee to the effect that said closure plan complies all statutory rules, regulations, orders made by the Central or State Government, statutory organizations, court etc, have been taken into consideration and wherever any specific permission is required the lessee will approach the concerned authorities. The lessee should also give an undertaking to the effect that all the measures proposed in the closure plan will be implemented in a time bound manner as proposed. The above certificates are enclosed at the beginning of the mining plan. 12.3.24 Plans, sections etc: The chapters at 1, 2, 3 and 4 should be supported with Plans & Sections. The Closure Plan may also be submitted depicting photographs, satellite images on compact disc etc. wherever possible. Progressive mine closure plan is enclosed as plate No 13 with this plan. ************

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