M/s. MADHURA MINESenvironmentclearance.nic.in/writereaddata/Online/TOR/0_0...Shamshabad Airport is about 150 km due SW from lease area. 11. Nearest Town, city, district Headquarters

Proposed By

M/s. MADHURA MINES Sri P. Suresh Kumar,

H. No. 2-10-942, Jyothi Nagar Karimnagar Town & District

PREPARED BY SRI SAI MANASA NATURE TECH (P) LIMITED, Hyderabad

(An ISO 9001:2008 Certified Organization) Plot no: 74/A, Flat no: 102, Central bank Building,

Kalyan Nagar, Hyderabad-500 038. Phone: 040-2381 6333,Telefax: 040-2381 6222

Email: [email protected]

FORM-1, PROPOSED TERMS OF REFERENCE,

PRE-FEASIBILTY REPORT, &

MINING PLAN

COLOUR GRANITE (MINE LEASE AREA:1.850 Ha)

At

Sy. No’s. 724 & 727 (Patta Land), Gangipally (V), Manakondur (M), Karimnagar District, Telangana

Project Team

Shri. Ch. Babu Reddy Dr. (Mrs.) Ch. Rajani Kumari

Ms.T.SriLatha Mr.T.B.V Krishna Reddy

Ms. D.Svega Ms. P. Kavya

Ms.S.Swathy Mr. Sandeep

FORM- I AND

PROPOSED TERMS OF

REFERENCE

FORM 1

(I) Basic Information Sl.No. Item Details

1. Name of the project/s M/s. Madhura Mines 2. S.No. in the schedule Item- 1(a) (Mining of Minerals) 3. Proposed capacity /area/length/tonnage to

be handled/command area/lease area/number of wells to be drilled.

2,541.00m3/annum(Maximum production for 5 years) over an area of 1.850 Ha

4. New/Expansion/Modernization Existing Mine 5. Existing Capacity/Area etc. 398.298m3/annum during the year

2009-2010 6. Category of Project i.e. ‘A’ or ‘B’ Category ‘A’ 7. Does it attract the general condition? If yes,

please specify. The general conditions do not apply to this proposal

8. Does it attract the specific condition? If yes, please specify.

No

9. Location Plot/Survey/Khasra No. Village Tehsil District State

Longitude 79°15'27.99"E Latitude- 18°21'3.76"N (Enclosed Toposheet No. 56N/7 as Annexure 1] Sy. No’s. 724 & 727 (Patta Land) Gangipally (V), Manakondur (M), Karimnagar District, Telangana

10. Nearest railway station/AirPort along with distance in km.

Karimnagar railway station is about 16.17km due NW from the lease area. Shamshabad Airport is about 150 km due SW from lease area.

11. Nearest Town, city, district Headquarters along with distance in kms.

Karimnagar-16km-NW

12. Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (complete postal addresses with telephone nos. to be given)

Gangipally Village Panchayat /Karimnagar District & Karimnagar Muncipal Corporation

13. Name of the applicant Sri P. Suresh Kumar 14. Registered Address H. No. 2-10-942,

Jyothi Nagar, Karimnagar Town & District.

15. Address for correspondence: Name Designation (Owner/Partner /CEO) Address E-mail Telephone No.

Sri P. Suresh Kumar Managing Partner H. No. 2-10-942, Jyothi Nagar, Karimnagar Town & District. [email protected] 040-2381 6333

16. Details of Alternative Sites examined, if any. Location of these sites should be shown on a topo sheet.

The mineral being extracted is site specific and hence no alternative sites were examined.

17. Interlinked Projects Not Applicable 18. Whether separate application of interlinked

project has been submitted? Not applicable

19. If yes, date of submission Not applicable 20. If no, reason Not applicable 21. Whether the proposal involves

approval/clearance under: if yes, details of the same and their status to be given.

i. The Forest (Conservation) Act, 1980?

ii. The Wildlife (Protection) Act, 1972?

iii. The C.R.Z. Notification, 1991?

Not applicable

22. Whether there is any Government Order/Policy relevant /relating to the site?

Yes. 1. Transfer of quarry lease from M/s Vijay Granites to M/s. Madhura Mines- Proceedings No. 555 / R1-3 / 2014 dated 24-07-2014 2. Assistant Director of Mines & Geology, Karimnagar, Proceeding No. 10331 / Q1 / 2008 dated 05-08-2014-Lease Execution

23. Forest land involved (hectares) No forest land is involved. 24. Whether there is any litigation pending

against the project and/or land in which the project is propose to be set up?

a) Name of the Court b) Case No. c) Orders/directions of the Court, if

any and its relevance with the proposed project.

No litigation or court case is pending against the proposed project.

(II) Activity 1. Construction, operation or decommissioning of the Project involving actions,

which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.)

S.No.

Information/Checklist confirmation

Yes/No

Details thereof (with approximate quantities /rates, wherever possible) with source of information data

1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)

Yes There will be permanent change in land cover due to the proposed activity.

Quarry operations will be carried out by developing benches of 6m height in 2 phases of 3m each.

1.2 Clearance of existing land, vegetation and buildings?

Yes There are no buildings and vegetation is sparse in lease area.

1.3 Creation of new land uses?

Yes Present land use will be changed with commencement of mining activities. After completion of mining activities, the land has to be back filled with waste material.

1.4 Pre-construction investigations e.g. bore houses, soil testing?

Yes Preliminary investigations have been carried out at the proposed QL area and proposed mining plan has been prepared.

1.5 Construction works?

Yes There will be no major civil works at the QL area. A common office room, rest shelter, first aid facilities have been provided in the lease area.

1.6 Demolition works? No There are no existing buildings in the lease area. Hence, no demolition works involved.

1.7 Temporary sites used for construction works or housing of construction workers?

No Not envisaged.

1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations

Yes Open cast mining is envisaged.

1.9 Underground works including mining or tunneling?

No Open cast semi-mechanized mining by developing benches to a height of 6m in 2 phases of 3m each. However, no underground mining or

tunneling is envisaged. 1.10 Reclamation works? No The worked out pit will be reclaimed

after excavation of the granite to its full thickness.

1.11 Dredging? No Not applicable 1.12 Offshore structures? No Not applicable 1.13 Production and manufacturing

processes?

Yes Proposed Maximum production of Colour granite will be 2,541.00m3 per annum. Secondary blocks will be transported from pit bottom to stock yards. The secondary blocks will be dressed to a perfect shape.

1.14 Facilities for storage of goods or materials?

Yes Stock yard and waste dump yard facilities are identified for storage of goods and materials in the quarry lease area

1.15 Facilities for treatment or disposal of solid waste or liquid effluents?

Yes The waste generated will be dumped in the SW part of the quarry lease area (Within the quarry lease area) between the grids N 00 – 50 & W 50 – E 50 covering an area of 1,870.00 m2 with an average height of 6m with 45o slope angle will be formed.

1.16 Facilities for long term housing of operational workers?

No Not envisaged.

1.17 New road, rail or sea traffic during construction or operation?

No Existing haul roads will be utilized in the lease area. No new rail network or sea route is proposed for the mining project.

1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc?

No Approach road for the mine lease is being laid. No other major road, rail, transport network is envisaged for the mining project.

1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements?

No Not envisaged.

1.20 New or diverted transmission lines or pipelines?

No Not envisaged.

1.21 Impoundment, damming, culvert, realignment or other changes to the hydrology of watercourses or

No Not envisaged.

aquifers? 1.22 Stream crossings? No Not envisaged 1.23 Abstraction or transfers of water

from ground or surface waters? No Ground water is exploited more for

irrigation purpose than domestic. The rainwater flows through the slopes of the area and drained off.

1.24 Changes in water bodies or the land surface affecting drainage or run-off?

Yes The general surface drainage system pattern will be affected.

1.25 Transport of personnel or materials for construction, operation or decommissioning?

Yes The mined out minerals will be transported to consumers by trucks.

1.26 Long-term dismantling or decommissioning or restoration works?

No Not envisaged.

1.27 Ongoing activity during decommissioning which could have an impact on the environment?

No Not envisaged.

1.28 Influx of people to an area in either temporarily or permanently?

No No influx of people is envisaged as the total manpower required during operational stage will be 34 including labor.

1.29 Introduction of alien species? No Not envisaged 1.30 Loss of native species or genetic

diversity? No Not envisaged

1.31 Any other actions? No ----

2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply):

S.No. Information/checklist confirmation

Yes/No Details thereof (with approximate quantities /rates, wherever possible) with source of information data

2.1 Land especially undeveloped or agricultural land (ha)

No The quarry lease area is Patta land .No cultivation is carried out in quarry lease area.

2.2 Water (expected source & competing users) unit: KLD

Yes Total water requirement of the mining operations is about 7.0 kL/d. Drinking water is available from the borewells or tankers.

2.3 Minerals (MT) No Not applicable 2.4 Construction material–stone,

aggregates, sand/soil

Yes Requirement of small quantities of construction materials are sourced from nearby areas for construction of

(expected source – MT) office and rest shelter.

2.5 Forests and timber (source – MT) No Not applicable 2.6 Energy including electricity and

fuels (source, competing users) Unit: fuel (MT), energy (MW)

Yes This is open cast- semi mechanized mining. 200 liters/day of Diesel will be used for quarrying operations. A common DG set of 120 KvA is used.

2.7 Any other natural resources (use appropriate standard units)

-- --

3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health.

S.No. Information/Checklist confirmation

Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies)

No Not envisaged. Sound less stone expansive mortar will be used for cracking rocks instead of explosives.

3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases)

No Not envisaged.

3.3 Affect the welfare of people e.g. by changing living conditions?

Yes The proposed activity will provide employment to the local villagers thereby improving their living conditions.

3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc.,

No Not envisaged.

3.5 Any other causes No Not envisaged.

4. Production of solid wastes during construction or operation or decommissioning (MT/month)

S.No. Information/Checklist

confirmation Yes/No Details thereof (with approximate

quantities/rates, wherever possible) with source of information data

4.1 Spoil, overburden or mine wastes Yes Mine waste of about 34,236.00 m3 will be generated for next 5 years. The waste will be dumped in SW of QL area.

4.2 Municipal waste (domestic and or commercial wastes)

Yes Insignificant amounts generated due to workers.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

No Not envisaged.

4.4 Other industrial process wastes No Not envisaged 4.5 Surplus product No Not envisaged 4.6 Sewage sludge or other sludge

from effluent treatment No Not envisaged

4.7 Construction or demolition wastes

No Not envisaged

4.8 Redundant machinery or equipment

No Not envisaged

4.9 Contaminated soils or other materials

No Not envisaged

4.10 Agricultural wastes No Not envisaged 4.11 Other solid wastes No Not envisaged

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



5.1 Emissions from combustion of fossil fuels from stationary or mobile sources

Yes Emissions will be generated for

HEMM used for mining activities and

form trucks used for transportation

activities

5.2 Emissions from production processes

Yes Fugitive dust will be generated from mining activities. Adequate control measures like water sprinkling will be taken to control fugitive dust and control devices will be used while drilling.

5.3 Emissions from materials handling including storage or transport

Yes Emissions will be generated from blasting and transport.

5.4 Emissions from construction activities including plant and equipment

No No major construction activities are envisaged.

5.5 Dust or odors from handling of materials including construction materials, sewage and waste

Yes Dust will be generated during mining, blasting operations and transportation of materials. However, odor is not envisaged.

5.6 Emissions from incineration of waste

No Not envisaged

5.7 Emissions from burning of waste in open air(e.g. slash materials, construction debris)

No Not envisaged

5.8 Emissions from any other sources

No Not envisaged

6. Generation of Noise and Vibration, and Emissions of Light and Heat: 7.


Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data with source of information data

6.1 From operation of equipment e.g. engines, ventilation plant, crushers

Yes Noise will be generated from transport vehicles, machinery and drilling operations.

6.2 From industrial or similar processes

No Not envisaged

6.3 From construction or demolition No No major construction/ demolitions are envisaged

6.4 From blasting or piling

Yes Noise will be generated during blasting operation, which will be instantaneous in nature.

6.5 From construction or operational traffic

Yes Noise will be generated from the trucks deployed for transportation of mined material

6.6 From lighting or cooling systems

No Not envisaged

6.7 From any other sources No Not envisaged

8. Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea:



7.1 From handling, storage, use or spillage of hazardous materials

No Not envisaged.

7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge)

No Not envisaged.

7.3 By deposition of pollutants emitted to air into the land or into water

No Not envisaged.

7.4 From any other sources No ----

7.5 Is there a risk of long term build up of pollutants in the environment from these sources?

No ----

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

affect human health or the environment



8.1 From explosions, spillages, fires etc. from storage, handling, use or production of hazardous substances

No Blasting is usually avoided and instead

of blasting expansive mortar will be

used. Blasting operations if required

will carried out but in a controlled

manner

8.2 From any other causes No Not applicable.

8.3 Could the project be affected by natural disasters causing environmental damage (e.g. Floods, earthquakes, landslides, cloudburst etc)?

No Not applicable.

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

could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality

S. No. Information/Checklist

confirmation Yes/No Details thereof (with approximate

quantities/rates, wherever possible) with source of information data

9.1 Lead to development of supporting

Yes Supporting and ancillary development will take place.

facilities, ancillary development or development stimulated by the project which could have impact on the environment e.g.: • Supporting infrastructure (roads, power supply, waste or wastewater treatment, etc.)

• housing development • extractive industries • supply industries

• other

Not envisaged.

9.2 Lead to after-use of the site, which could have an impact on the environment

No Reclamation is not proposed, since the quarry is active for first five years with mining activity.

9.3 Set a precedent for later developments

Yes Ancillary industries will be developed as a consequence.

9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects

Yes Dust accumulation on the roads.

(III) Environmental Sensitivity

S.No.

Areas Name/ Identity

Aerial distance (within 15 km) proposed project location boundary.

1. Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value

None ----

2. Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests

Water Bodies: Kakatiya Canal Keshavapatnam Reservoir Maner River

Water Bodies: West:1.4km South East:4.4km North:12km

3. Areas used by protected, important or sensitive species of flora and fauna for breeding, nesting, foraging, resting, over wintering,

None ----

migration

4. Inland, coastal, marine or underground waters

None ----

5. State, National boundaries None ---- 6. Routes or facilities used by the

public for access to recreation or other tourist, pilgrim areas

NH-7 1km-West

7. Defense installations None ---- 8. Densely populated or built-up area None

9. Areas occupied by sensitive man-made land uses (hospitals, schools, places of worship, community facilities)

Yes Schools,Hospitals and Temples are

available in nearby villages

10. Areas containing important, high quality or scarce resources( ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)

None ----

11. Areas already subjected to pollution or environmental damage. (those where existing legal environmental standards are exceeded)

None ----

12. Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or adverse climatic conditions)

None ----

(IV) Proposed Terms of Reference for EIA studies: Not Applicable

ANNEXURES

ANNEXURE – I TOPOGRAPHICAL MAP SHOWING 10 KM RADIUS

PREFEASBILITY REPORT

Contents

Chapter No Page No

1 Executive Summary 1

2 Introduction Of The Project/ Background Information 2

3 Project Description 4

4 Site Analysis 8

5 Planning Brief 9

6 Proposed Infrastructure 10

7 Rehabilitation And Resettlement (R&R) Plan 11

8 Project Schedule & Cost Estimates 11

9. Analysis Of Proposal (Final Recommendations) 11

1

EXECUTIVE SUMMARY

1.1 Introduction The proposed Colour Granite mining lease was granted to M/s.Madhura Mines, over an extent of

1.850 Hectares in Sy. No’s. 724 & 727 (Patta Land) of Gangipally Village, Manakondur Mandal,

Karimnagar District, Telangana. for a period of 20 years by Director of Mines and Geology,

Hyderabad.

The proposed project is Colour Granite mining having lease area of 1.850 ha and falls under Category- “B” as per EIA Notification 2006 and its amendments of the Ministry of Environment and Forests, New Delhi. Since the SEAC/SEIAA of Telangana is dissolved so the project is been submitted to MOEF , New Delhi.

Table 1: Salient features of the project Environmental setting

Project name Proposed Colour Granite Mine of M/s.Madhura Mines

Mining Lease Area The area of the proposed mine is 1.850ha. Location of mine Sy. No’s. 724 & 727 (Patta Land) Gangipally (V),

Manakondur (M),Karimnagar District, Telangana

Latitude 18°21'3.76"N

Longitude 79°15'27.99"E

Toposheet number 56N/7 Minerals of mine Colour Granite Mining Proposed production of mine 2,541.00m3/annum(Maximum production for 5 years) Method of mining Opencast – Semi mechanized mining

Drilling/Blasting Blasting is proposed.

No of working days 300 days Water demand 7 KLD Sources of water Water will be supplied from bore wells or tankers of the

nearby area Man power 34

Solid Waste 6,847.20m3 per annum (Average generation for 5 years)

Nearest railway station Karimnagar railway station is about 16.17km due NW from the lease area.

Nearest airport Shamshabad Airport is about 150 km due SW from lease area.

2

Nearest Habitation Kottapalli-1.2km-SE Proposed planning Mining method - Open Cast - Semi mechanized Project cost - Rs. 50 lakh Proposed Production - 2,541.00m3/annum(Maximum production for 5 years) 2.0 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION 2.1 Identification of Project and Project Proponent

The project is proposed by M/s. Madhura Mines Managing Partner, Sri P. Suresh Kumar. The details

of the project are given below:

Table 2:Details of Project Name of the applicant Sri P. Suresh Kumar Name & Address of Applicant Sri P. Suresh Kumar

Managing Partner H. No. 2-10-942, Jyothi Nagar, Karimnagar Town & District,Telangana

Mineral Colour Granite Area (ha) 1.850ha Location of Mine Sy. No’s. 724 & 727 (Patta Land) , Gangipally (V),

Manakondur (M), Karimnagar District, Telangana Status of Mine Fresh application for Environmental Clearance

2.2 Brief Information about the Project

The mining lease area of 1.850 ha is located in Patta Land of Gangipally Village, Manakondur Mandal, Karimnagar District, Telangana. It has been proposed to produce approximately 2,541.00 m3/ annum of Colour Granite. Mining: The mining operations are proposed to be carried out by opencast-mechanized method. Colour granite is exposed on the surface.

2.3 Need for the Project and Its Importance to the Country or Region

Indian granite has a good market value in the world. Granite is an igneous, magma-formed rock that is generally made up of quartz, feldspar and mica. These minerals combine in varying

3

percentages that account for the color, veining and crystallization patterns that make each granite deposit unique.

2.4 Demands-Supply Gap

The demand and supply for the color granite is growing which makes a lot of scope for revenue generation. The earth crust is filled with different types of rock which ranges from igneous, sedimentary and metamorphic rocks. Granite is an igneous rock formed from the cooling of magma in an exothermic process. Granite popularly known as chippings /gravel is a very hard stone good for building and construction works globally. It is a common and widely occurring type of intrusive felsic, igneous rock. It has a medium to coarse texture occasionally with some individual crystals larger than the groundmass forming a rock known as porphyry. It can be pink to dark gray or even black depending on their chemistry and mineralogy. Granite is a hard, usually grey, stone used for building and the most common rock type on the continental land masses. It is widely distributed throughout the continental crust of the earth and is the most abundant basement rock that underlies the relatively thin sedimentary veneer of the continents.

Its hard nature made it a very suitable and durable material for most Civil Engineering and Construction works. It is used in various ways as in;

Road Construction and Dimensional stones Building of Houses, Bridges and Drainages Manufacture of Marbles and Flooring Tiles Production of cement blocks Interior Decorations Art works (Antiquities) etc.

India is amongst the leading exporter countries of stones in the world. The major importers of Indian stones are USA, China, UK, Italy, Belgium, Germany, UAE, Hong Kong, Spain, Taiwan, Netherlands, Canada, Turkey, France, Russia and CIS countries. The growth is continuing and the demand for marble, granite, sandstone and other dimensional stones and stone products is anticipated to grow at around 15% CAGR.

2.5 Domestic/ Export Markets

Although granite is a minor mineral, it is a major contributor in foreign exchange earnings. India is the second largest exporter of raw granite after China and ahead of Brazil and South Africa.

4

2.6 Employment Generation

Proposed mining is Open Cast semi -mechanized method and this project operation will provide livelihood to the 34 workers. It will provide employment to the people residing in vicinity.

3.0 PROJECT DESCRIPTION 3.1 Type of Project Including Interlinked and Interdependent Projects, If Any.

The proposed Colour Granite mine is of 1.850 ha. No interlinked projects were associated with this project.

This mining project falls under Category “A” Project or activity 1(a) mining of minerals as

per EIA Notification 2006, 2009 and 2011 as the mine lease area is < 50 ha. Since the SEAC/SEIAA of Telangana is dissolved so the project is been submitted to MOEF , New Delhi.

3.2 Location

The mining lease area is located in Gangipally Village, Manakondur Mandal, Karimnagar District, Telangana. The mining lease area falls in Survey of India Toposheet No. : 56N/7

Latitude : 18°21'3.76"N

Longitude : 79°15'27.99"E

5

Location of the mining lease in Karimnagar District is shown in Fig – 1. Topo Map Showing 10 km Radius of Mine lease area in Fig – 2.

FIG – 1 LOCATION MAP

6

Fig – 2: Topographical Map of mine lease area

7

3.3 Details of Alternate Sites

No alternate site was considered as the project is mineral specific and site specific. 3.4 Size or magnitude of operation

The proposed mine has lease over an area of 1.850 ha and the production rate is 2,541.0m3/year( Maximum Production for next 5 years)

Production parameters

The mine plan is prepared for first five years. The Mineral production target for five years is given below:

Table3: Showing Year wise Production Programme

YEAR WISE PRODUCTION FOR 5 YEARS (2014 – 15 TO 2018 – 19)

Year

Area (m2)

Bench Height

Volume

Production

@ 25%

Waste @ 75%

(m)

(m3)

(m3) (m3)

1st

(2014 – 15)

1,431.00 6

8,586.00

2,146.50

6,439.50

2nd

(2015 – 16)

1,665.00 6

9,990.00

2,497.50

7,492.50

3rd

(2016 – 17)

1,531.00 6

9,186.00

2,296.50

6,889.50

4th

(2017 – 18)

1,287.00 6

7,722.00

1,930.50

5,791.50

5th

(2018 – 19)

1,694.00 6

10,164.00

2,541.00

7,623.00

TOTAL

5,914.00

45,648.00

11,412.00

34,236.00

AVERAGE

9,129.60

2,282.40

6,847.20

8

3.5 Geology and Reserves 3.5.1 Regional Geology Karimnagar and surrounding areas comprise of Granites and Granitic Gneiss of Archean Age.

Pink and Grey Granites, Pink Alkali Feldspar Granites and Gneissic Grano Diorite - Quartz

Diorite with enclaves of Supra - Crystals like Quartzite, Chlorite Schist, Hornblende - Biotite

Schist etc. constitute the Granitoid - Migmatite complex. These Litho units are exhibit various

geomorphic expressions like Domes, Inselbergs, Castle Koppies and Whaleback and Basic Dykes

forms Linear Ridges.

3.5.2 Geology

The area occupied by grained, porphyritic granite exposed as tors and inselbegs, while

porporphyroblastic granite occupying large area, mineralogically consists of quartz and K.

feldspar as essential minerals with sub ordinate minerals like Biotite, Amphibole where as the

pink colour, fine grained, equigranular alaskites showing intrusive relationship with

porphyroblastic granite seen as isolated patches.

Structurally, the porphyritic granite showing poorly developed foliation trending NE

– SE direction and criss crossed by 3 sets of joints.

a) N – S

b) E – W

c) Sheet Joints

While the N – S and E – W trending joints are vertical in nature and widely spaced, where as the

sheet joints are closely spread on the surface that is within 2 – 5m and widely spread in the rock

below ground level.

Colour Granite Deposit

Entire quarry lease area is covered with colour granite which is rising up to 5 M above ground

level trending E – W, the strike length of the deposit in the quarry lease area measured 162 M in

the area with an average width of 114m .

Area is characterized by rugged topography with isolated tors and inselbergs intervened by plain

land.

9

Porphyroblastic granite with black amphibole a hornblende background with euhedral dark

brown colour K. Feldspars porphyritic crystals commercially called as “Tan Brown” granite and

extensively extracted in and around Bavpet, Gattu Budkur, Nagul Mallial and Kamanpur areas,

around Karimnagar town. Due to aesthetic beauty it has good demand in the international

market. Mineralogically this rock is composed of quartz, plagioclase, microcline, orthoclase

with sub-ordinate amounts of biotitie, hornblende and magnetite etc.

In quarry lease area, porphyroblastic granite occurs as massive exfoliation dome steeply, sloping

in all the directions. It is rising from minimum elevation of MSL 270m to Max elevation of

MSL 275m. It is uniform in mineral assemblage, texture, colour and devoid of major joints,

though few joints present, they are widely spaced with limited lateral extent, along these joints,

large boulders are formed from the domes.

However, due to very coarse grained nature of rock due to K. Feldspar crystals the rock is prone

to weathering. Hence, thick weathered mantle, soil core observed along the western edges of the

rocky outcrops with vegetal cover.

3.5.3 Reserves

As the deposit is exposed in the quarry lease area. The entire visualised deposit is considered as G1 scale of reserves (Proved Reserves) upto 20m below the surface upto RL 150.

15m below Proved Zone and Probable Resources (G2) upto RL 135m are considered.

Since no exploration is carried out in the area and no depth ward resources are to be considered. Hence, category of G3 reserves are not considered as per the UNFC guidelines.

The deposit upto RL 150 is considered as Proved Reserves and deposit below 150 to RL 135 as

Probable Resources

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Table 4: Total Geological Reserves

Sections

Category &

UNFC Code

Sectional

Area

Sectional Influence

Volume

Recovery of

@ 25%

(m2)

(m)

(m3)

(m3)

A - A1

Proved (111)

3,134.00

27.00

84,618.00

21,154.50

Probable

(122)

2,700.00

27.00

72,900.00

18,225.00

B - B1

Proved (111)

3,552.00

30.00

1,06,560.00

26,640.00

Probable

(122)

2,245.00

30.00

67,350.00

16,837.50

C - C1

Proved (111)

3,413.00

30.00

1,02,390.00

25,597.50

Probable

(122)

2,428.00 30.00

72,840.00

18,210.00

D - D1

Proved (111)

1,778.00

50.00

88,900.00

22,225.00

Probable

(122)

1,310.00

50.00

65,500.00

16,375.00

TOTAL RESERVES

6,61,058.00

1,65,264.50

Table 5: Reserves in UNFC code

S. No.

Category of Reserves

UNFC Code

Reserves in m3

Reserves in Million m3

1

Proved

111

3,82,468.00

0.382

2

Probable

122

2,78,590.00

0.278

3

Possible

333

Nil

Nil

11

Table 6: Reserves blocked under 7.5m buffer zone

Sections

Category &

UNFC Code

Sectional Area

Sectional Influence

Volume

(m2)

(m)

m3

A - A1

Proved (111)

1,702.00

27.00

45,954.00

Probable

(122)

1,172.00

27.00

31,644.00

B - B1

Proved (111)

325.00

30.00

9,750.00

Probable

(122)

227.00

30.00

6,810.00

C - C1

Proved (111)

343.00

30.00

10,290.00

Probable

(122)

246.00

30.00

7,380.00

D - D1

Proved (111)

770.00

50.00

38,500.00

Probable

(122)

565.00

50.00

28,250.00

TOTAL RESERVES BLOCKED

1,78,578.00

12

Table 7: Reserves blocked under safety slopes

Sections

Category &

UNFC Code

Sectional Area

Sectional Influence

Volume

(m2)

(m)

m3

A - A1

Proved (111)

204.00

27.00

5,508.00

Probable

(122)

420.00

27.00

11,340.00

B - B1

Proved (111)

187.00

30.00

5,610.00

Probable

(122)

403.00

30.00

12,090.00

C - C1

Proved (111)

171.00

30.00

5,130.00

Probable

(122)

385.00

30.00

11,550.00

D - D1

Proved (111)

162.00

50.00

8,100.00

Probable

(122)

378.00

50.00

18,900.00

TOTAL RESERVES BLOCKED

78,228.00

Total Mineable Reserves

Considering the recovery of the dimensional stones from the quarry is less than 25% and as

the boulders exposed from the bottom of the existing pits exhibit better quality when

compared to the excavated boulders, conservative estimation is made with 25% recovery.

Project: Colour Granite Mining Project Pre-feasibility Report M/s. Madhura Mines

1

Table 8: Reserves available for mining

A.

Total Geological Reserves

Proved

3,82,468.00

6,61,058.00 Probable

2,78,590.00

B.

Reserves Blocked under 7.5 M Buffer Zone

Proved

1,04,494.00


74,084.00

C.

Reserves Blocked under Safety Slopes

Proved

24,348.00

78,228.00 Probable

53,880.00

D.

Total Reserves Blocked (B + C)

Proved

1,28,842.00


1,27,964.00

E.

Reserves available for Mining (A – (B + C))

Proved

2,53,626.00


1,50,626.00

Extraction of Market Grade Reserves

@ 25% Recovery (Proved) = 63,406.50 m3

Depleted Reserves = 398.298 m3

Reserves available for Mining = 63,406.50 m3– 398.298 m3

= 63,008.202 m3

Life of the Mine = 63,008.202 m3/ 2,282.40 m3

= 27.60 OR SAY 28.00

YEARS Extraction of Market Grade Reserves

@ 25% Recovery (Probable) = 37,656.50 m3

Depleted Reserves = 398.298 m3

Reserves available for Mining = 37,656.50 m3– 398.298 m3

= 37,258.202 m3

Life of the Mine = 37,258.202 m3/ 2,282.40 m3

= 16.32 Or Say 16.00 Years


2

3.6 PROJECT DESCRIPTION WITH PROCESS DETAILS 3.6.1 Method of Mining The Colour Granite in the quarry lease applied area is exposed on the surface with

boulders.(Hence, it is proposed to mine the boulders / sheet by open cast, semi- mechanized

methods, by developing the benches of 3 m height). Wire Saw cutting will be deployed based

on the favourable conditions. The development of benches in the sheet rock will be

maintained @ 60° safety slopes.

The separation of blocks from the mother rock will be carried out by drilling, wedge cutting,

blasting , excavation will be done by the machinery.

The secondary splitting, dressing of blocks will be done manually. Therefore, mining

operations to be carried out in this area in 2 stages.

1) Development

2) Production

Stage – 1

The removal of weathered and under sized boulders will be cleared in the quarry lease

applied area for the next five years by using excavator

The Sheet that is exposed will be subjected to drilling, blasting and splitting from mother

rock.

Rock Splitting/ Wedging :

Thus 20' x 20' to 40' x 20' to 40' mass will be separated from mother rock. Then horizontal

hole will be drilled at the bottom of the bench, by wedging or blasting with water cartridge

and cardex fuse, bottom separation will be achieved

Splitting the Mass :

For splitting the mass from mother rock the line drilling and wedging method is in use; with

Jack Hammers and this waste will be dumped at dumping yard using tipper.

Stage-2

After removal of weathered and under sized boulders.


3

• The large boulders will be subjected to splitting into required sizes of blocks by using

Jack Hammers by drilling series of deep holes at right angles at regular intervals,

later by inserting feather and wedges in these holes and hammering with

sledgehammer will release the blocks.

• The burnercutters will be deployed for shaping the boulders

• The boulders will be splited to the required sizes with drilling and if required by using

chemical compound brought to the dressing yard for dressing.

• If the boulderswhich fit into the required market grade size will be transformed

intocuboids.

Secondary Splitting:

After separation from the mother rock, it is properly checked by washing with water to

identify defect and cracks. Based on this observation, the size is decided and the blocks are

marked and separated by drilling and wedging.

The separated pieces will be examined for defects and lines, then the block or blocks are

marked in ear area and holes are drilled along the line of marking, with the help of feathers

and wedges the waste portions are separated forming a rectangular blocks. Any bulges will be

removed by drilling and wedging making it perfect blocks. A perfect block is that all the

sides shall make with each other 90°.

Dressing:

1. Dressing of dimensional rough blocks for export :

Dressing is final phase of mining operation, wherein the secondary rough blocks are

squared into regular perfect rectangular sizes, thereby avoiding uneven bulge or

cavities and other defects. Jackhammers with compressor, feather end wedges and

sledgehammers are equipment's generally used for dressing the block.

2. Dressingof rough blocks for domestic processing plant :

Dressing by means of squaring and splitting will be done for rough blocks of the size

varying between 120 x 90 x 80 to 300 x 200 x 190 m.

3. Description of granite processing plant :

The company does not possess processing plant.


4

Drilling & Blasting

A) Drill hole pattern for smooth blasting, holes of 3 m depth will be drilled in a single

rowwith spacing of less than 0.3 m and burden of 1.6 m or more shall be maintained

uniformly. This arrangement will yield rock size of 3 m x 2 m cross section. A bench height

of 3.5 m will be tackled.

B) Drilling Paramaters :

i) Drill Hole Diameter 32 mm up to 3 m Long.

ii) Depth and Inclination of Drill Hole : Generally drilled vertically in an alignment,

however in primary cutting in the absence of sheet joints to develop bottom level

horizontal hole also are drilled.

iii) Spacing and Burden

The spacing shell be about 0.1 M to 0.3 m from hole to hole and burden goes up to

1.6m for the splitting of the rock.

iv) Stemming & Charging of Bore Hole

Gun Powder is used. The blast hole will be charged with 150 Gr. of explosives by

stemming with smooth strand.

v) Explosive Type

Wherever required gunpowder is used for splitting the rock.

Table 9.Mining Machinery

S.

No.

Name of the Machinery No’s

1. Excavator 1

2. Compressor 1

3. Jack hammers 3

4. Tipper 1

5. Dewatering Pumps 2


5

3.7 Raw Material Required Along With Estimated Quantity, Likely Source, Marketing Area of Final Product/S, Mode of Transport of Raw Material and Finished Product

No raw material will be required in the proposed project. The operation involves the extraction of color granite and dumping in stock yard. The dressed dimensional will be transported through hired trucks to the granite market or sea port.

3.7.1 Use of Mineral

Colour granite will be used domestic and international market. Its hard nature made it a very suitable and durable material for most Civil Engineering and Construction works. It is used in various ways as in;

Road Construction and Dimensional stones Building of Houses, Bridges and Drainages Manufacture of Marbles and Flooring Tiles Production of cement blocks Interior Decorations Art works (Antiquities) etc.

3.7.2 Processing

Processing of colour granite is not involved 3.8 Resource Optimization/ Recycling and Reuse

Not envisaged. 3.9 Availability of Water Its Source, Energy/ Power Requirement and Source

Water Requirement

Water is required only for drinking purposes and dust suppression. The number of working people is around 34 so the total water requirement will be around 7 KLD. About 4 KLD will be required for dust suppression and 3 KLD for drinking purpose. This water will be supplied from bore wells of nearby area.


6

3.10 QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND

SCHEME FOR THEIR MANAGEMENT/ DISPOSAL

3.10.1 Solid Waste Generation & its Disposal

The waste generated will be dumped in the SW part of the quarry lease area

(Within the quarry lease area) between the grids N 00 – 50 & W 50 – E 50

covering an area of 1,870.00 m2 with an average height of 6m with 45o slope angle

will be formed. A retaining wall will be constructed around the dump for preventing

the slanting of boulders. It is estimated that in the next five years a total of 34,236.00

m3 of waste is expected to be generated with an average of 6,847.20 m3 per annum.

This waste will be will be backfilled into the minedout pit at the end of the mining.

3.10.2 Liquid Effluent

No liquid effluent will be generated at the mine site. The domestic wastewater generated will be sent to septic tanks followed by soak pits.


7

3.11 SCHEMATIC REPRESENTATIONS OF THE FEASIBILITY DRAWING WHICH GIVEN INFORMATION OF EIA PURPOSE

Form-I, Pre-feasibility project report with proposed TOR to MoEF (EAC)

TOR approved by EAC

Draft EIA report to SPCB by project proponent

Public consultation process by SPCB

Proceedings of public consultation

Appraisal and recommendation by EAC

Approval by MoEF

Rejected Approved

Display on the MoEF

website

TOR rejected by MoEF on the recommendation of EAC

Summary EIA and Form-I display on the website by SPCB

Display at Panchayat, ZP, DM/DC/Dy. Com & on the SPCB website

To proponent for submission of final EIA report/Supplementary report to

draft EIA

Referred back to EAC under communication to the project

proponent

Display on MoEF website & project proponent website

Post EC monitoring Submission of half yearly compliance

report to MoEF/RO-MoEF

Display of compliance report on

MoEF website

Project Concept and Site identification


8

4. SITE ANALYSIS 4.1 Connectivity 4.1.1 Nearest Railway Station Karimnagar railway station is about 16.17km due NW from the lease area. 4.1.2 Nearest Airport Shamshabad Airport is about 150 km due SW from lease area. 4.2 LANDFORM, LANDUSE AND LAND OWNERSHIP

The mining lease is located in Patta Land and the entire area is covered with granite exposures.

4.3 Topography

The quarry lease area is a part of barren mound rising 5 M above ground level

within the lease area with topo relief in S – W direction. The exposures of

rock out crops are abundant in E – W. The lowest contour is 270m and highest

contour is 275m in topo plan.

4.4 Climatic data from secondary sources

The quarry lease area is falling under semi-arid tropical zone. The area is having

dry climate. The temperature recorded in this area is 25°C in winter and about48°C

in summer seasons. The wind direction is in SW to NE. The average annual.Rainfall

of the area is 1000mm.


9

5.0 PLANNING BRIEF

5.1 Planning Concept M/s. Shiva sai granites, Karimnagar, was granted quarry lease for Colour Granite

over an extent of 1.850 Hectares in Sy. No’s. 724 & 727 (Patta Land) of Gangipally

Village, Manakondur Mandal, Karimnagar District, Telangana.

The quarry lease was transferred in favour of M/s Vijay granites, Chennai, for un-

expired portion of lease period upto 02-01-2029, vide Director of Mines & Geology,

Hyderabad, Proceedings No. 11707 / R6-3 / 2009 dated 15-05-2009.

The transfer quarry lease deed was executed on 24-06-2009 and permission was

accorded to carryout to quarry operations for un-expired period of the quarry lease

i.e. upto 02-01-2029, vide Assistant Director of Mines & Geology, Karimnagar,

Proceeding No. 10331 / Q1 / 2008 dated 24-06-2009

The quarry lease was again transferred from M/s Vijay granites to M/s

Madhura mines, Mg. Partner : Sri P. Suresh Kumar, for un-expired portion of lease

period upto 02-01-2029, vide Director of Mines & Geology, Hyderabad,

Proceedings No. 555 / R1-3 / 2014 dated 24-07-2014

The transfer quarry lease deed was executed on 05-08-2014 and permission was

accorded to carryout to quarry operations for un-expired period of the quarry lease

i.e. upto 02-01-2029, vide Assistant Director of Mines & Geology, Karimnagar,

Proceeding No. 10331 / Q1 / 2008 dated 05-08-2014

It is proposed to produce 2541 m3/annum of color granite from the proposed mining

lease.

5.2 Population projection

The project will employ mostly workers from nearby villages. There will not be any increase in population due to the project.


10

5.3 Land use planning

The project is located in 1.850 ha of Government land. Due to quarrying operations of

1.850 ha of total land will be effected. After the operations cease, the mined out area

will be backfilled with the waste generated during mining and greenbelt will be

developed all along the mining lease area.

5.4 Assessment of Infrastructure Demand (Physical & Social)

On the basis of the preliminary site visit, the infrastructure demand in the villages was assessed on the basis of need and priority. The assessment will be made in the socio economic survey, after the grant of TOR and will be submitted at the time of final presentation regarding EC.

5.5 Amenities/Facilities

Site Services like office cum rest shelter is already constructed in the lease area

6.0 PROPOSED INFRASTRUCTURE 6.1 Industrial Area (Processing Area)

No infrastructure is proposed.

6.2 Residential Area (Non Processing Area) As the local persons will be given employment, no residential area/ housing is proposed within the mining lease area.

6.3 Green Belt

Green belt will be developed along the boundaries of mine lease area.

6.4 Water Management

About 4 KLD will be required dust suppression purpose and greenbelt and about 3 KLD for drinking therefore total water requirement is 7 KLD. This water will be


11

supplied from bore wells of the nearby area. 6.5 Sewerage System

The domestic wastewater generated will be sent to septic tanks followed by soak pits.

6.6 Industrial Waste Management

Not applicable.

6.7 Solid Waste management

About 75% of the material from granite production is going to be generated as solid waste. The waste will be dumped temporarily in the lease area and will be backfilled into the minedout pit at the end of the mining.

7 REHABILITATION AND RESETTLEMENT (R&R) PLAN

Not Applicable. 8 PROJECT SCHEDULE & COST ESTIMATES

The Total cost of project would be around Rs. 50 Lakhs.

9.0 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. Although granite is a minor mineral, it is a major contributor in foreign exchange earnings. India is the second largest exporter of raw granite after China and ahead of Brazil and South Africa.

This project will also provide employment to local people helping them earn livelihood.

**********

MINING PLAN

MINING PLAN FOR COLOUR GRANITE

Over an extent of 1.850 Hectares in Sy. No’s. 724 & 727 (Patta Land) Gangipally (V), Manakondur (M), Karimnagar District, Telangana

(FOR THE PLAN PERIOD 2014 – 15 TO 2018 – 19)

(Under Rule 17 of GCDR ‘1999)

For

MM//ss MMAADDHHUURRAA MMIINNEESS MMgg.. PPaarrttnneerr :: SSrrii PP.. SSuurreesshh KKuummaarr,,

HH.. NNoo.. 22--1100--994422 JJyyootthhii NNaaggaarr

KKaarriimmnnaaggaarr TToowwnn && DDiissttrriicctt

Prepared By

VV..TT.. CCHHAANNDDEERR CCoonnssuullttaanntt GGeeoollooggiisstt && RRQQPP ((RRQQPP // DDMMGG // HHYYDD // 0022 // 22000011))

HH..NNoo.. 1100--11,, FFllaatt NNoo.. 220022,, MMaahhaallaaxxmmii GGaannaappaatthhii CCoommpplleexx,, SSaaii BBaabbaa TTeemmppllee LLaannee,, AAbboovvee AAXXIISS BBaannkk AATTMM,,

PP && TT CCoolloonnyy,, DDiillssuukkhhnnaaggaarr,, HHyyddeerraabbaadd -- 550000 006600.. ℡℡ :: 004400-- 4400113388222299 :: 9933993333 8833335577

WWeebbssiittee :: wwwwww..ccccggeeootteecchhnniiccaallss..ccoomm EEmmaaiill :: ccccggeeooeenngggg@@yyaahhoooo..ccoomm,, ccccggeeooeennggiinneeeerr@@rreeddiiffffmmaaiill..ccoomm

DECLARATION

This mining plan for quarry lease area for Colour Granite over an extent of 1.850 Hectares in

Sy. No’s. 724 & 727 (Patta Land) of Gangipally Village, Manakondur Mandal, Karimnagar

District, Telangana, prepared in consultation with us and we understand its contents and

agreed to implement the same in accordance with the law.

Date : Place : Hyderabad LESSEE

CERTIFICATE

This is to certify that Mining Plan in respect of quarry lease area for Colour Granite over an

extent of 1.850 Hectares in Sy. No’s. 724 & 727 (Patta Land) of Gangipally Village,

Manakondur Mandal, Karimnagar District, Telangana, prepared by Sri V. T. Chander,

Consultant Geologist & RQP and the lessee company agrees to follow the same in

accordance to the provisions of law.

Date : Place : Hyderabad LESSEE

CERTIFICATE

The provisions of Granite Conservation and Development Rules ‘1999 observed in

preparation of Mining Plan for quarry lease for Colour Granite over an extent of 1.850

Hectares in Sy. No’s. 724 & 727 (Patta Land) of Gangipally Village, Manakondur Mandal,

Karimnagar District, Telangana.

Wherever specific permissions are required the lessee company will approach the concerned

authorities.

Certified that the information provided in the mining plan is correct to the best of my

knowledge.

Date : 7th August ‘2014 RQP Place : Hyderabad (V. T. CHANDER)

LIST OF PLATES

PLATE TITLE SCALE

I LOCATION CUM KEY PLAN 1 : 50,000

II LEASE AREA PLAN 1 : 8,000

III GEOLOGICAL PLAN 1 : 1,000

IV GEOLOGICAL CROSS SECTIONS 1 : 1,000

V MINE LAYOUT PLAN 1 : 1,000

VI MINE LAYOUT CROSS SECTIONS 1 : 1,000

VII ENVIRONMENTAL PLAN 1 : 5,000

LIST OF ANNEXURES

I Copy of Assistant Director of Mines & Geology, Karimnagar, Proceeding No. 10331 / Q1 / 2008 dated 24-06-2009.

II Copy of Director of Mines & Geology, Hyderabad, Proceedings No. 555 / R1-3 / 2014 dated 24-07-2014.

III Copy of Assistant Director of Mines & Geology, Karimnagar, Proceeding No. 10331 / Q1 / 2008 dated 05-08-2014.

IV Copy of MRA for the years 2009-10 to 2012-13

V Copy of RQP Validity Certificate

INDEX

CHAPTER TITLE PAGE NO.

1.0 INTRODUCTION 01

2.0 GENERAL 03

3.0 GEOLOGY 06

4.0 EXPLORATION 08

5.0 RESERVES 11

6.0 MINING 18

7.0 SCHEME OF WASTE MANAGEMENT PLAN 23

8.0 ENVIRONMENTAL MANAGEMENT PLAN 25

9.0 ANY OTHER INFORMATION 31

MINING PLAN FOR COLOUR GRANITE Over an extent of 1.850 Hectares in Sy. No’s. 724 & 727 (Patta Land)

Gangipally (V), Manakondur (M), Karimnagar District, Telangana

(FOR THE PLAN PERIOD 2014 – 15 TO 2018 – 19)

(Under Rule 17 of GCDR ‘1999)

For

M/s MADHURA MINES Mg. Partner : Sri P. Suresh Kumar,

H. No. 2-10-942 Jyothi Nagar

Karimnagar Town & District

By

V.T. CHANDER Consultant Geologist & RQP

1.0 INTRODUCTION

M/s SHIVA SAI GRANITES, Karimnagar, was granted quarry lease for Colour Granite over an extent of 1.850 Hectares in Sy. No’s. 724 & 727 (Patta Land) of Gangipally Village, Manakondur Mandal, Karimnagar District, Telangana. The quarry lease was transferred in favour of M/s VIJAY GRANITES, Chennai, for un-expired portion of lease period upto 02-01-2029, vide Director of Mines & Geology, Hyderabad, Proceedings No. 11707 / R6-3 / 2009 dated 15-05-2009. The transfer quarry lease deed was executed on 24-06-2009 and permission was accorded to carryout to quarry operations for un-expired period of the quarry lease i.e. upto 02-01-2029, vide Assistant Director of Mines & Geology, Karimnagar, Proceeding No. 10331 / Q1 / 2008 dated 24-06-2009 (Annexure – I). The quarry lease was again transferred from M/s VIJAY GRANITES to M/s MADHURA MINES, Mg. Partner : Sri P. Suresh Kumar, for un-expired portion of lease period upto 02-01-2029, vide Director of Mines & Geology, Hyderabad, Proceedings No. 555 / R1-3 / 2014 dated 24-07-2014 (Annexure – II). The transfer quarry lease deed was executed on 05-08-2014 and permission was accorded to carryout to quarry operations for un-expired period of the quarry lease i.e. upto 02-01-2029, vide Assistant Director of Mines & Geology, Karimnagar, Proceeding No. 10331 / Q1 / 2008 dated 05-08-2014 (Annexure – III).

1

The cycle of 5 year plan period for 20 years lease period.

S.No. Plan Period of 5 Years Remarks

1 2009 – 10 to 2013 – 14 1st Five Year Block Period

2 2014 – 15 to 2018 – 19 2nd Five Year Block Period

3 2019 – 20 to 2023 – 24 3rd Five Year Block Period

4 2024 – 25 to 2028 – 29 4th Five Year Block Period

As per the GCDR Rule 17 of 1999, all the quarry lease holders for granite are required to submit the mining plan to the Zonal Joint Director of Mines & Geology, Hyderabad, for approval within stipulated time.

M/s MADHURA MINES, Mg. Partner : Sri P. Suresh Kumar, approached Sri V. T. CHANDER, Consultant Geologist and RQP (RQP / DMG / HYD / 02 / 2001) for preparation of Mining Plan in the above mentioned area. Since, no mining plan is submitted for the 1st 5 years period i.e. 2009 – 10 to 2013 – 14. Hence, 1st mining plan is prepared for the plan period for 2014 – 15 to 2018 – 19 is to be prepared. Accordingly this mining plan is prepared under Rule 17 of Granite Conservation Development Rules ‘1999 for the plan period for 2014 – 15 to 2018 – 19 and submitted to the Zonal Joint Director of Mines & Geology, Hyderabad, for approval.

2

2.0 GENERAL

2.1 Name and Address of the lessee

M/s MADHURA MINES Mg. Partner : Sri P. Suresh Kumar, H. No. 2-10-942, Jyothi Nagar, Karimnagar Town & District.

2.2 Status of the lessee Private Firm

2.3 Mineral for which lessee intends to mine Colour Granite

2.4 Name and Address of the RQP who prepared the Mining Plan

V.T. CHANDER RQP/ DMG / HYD / 02 / 2001 H.No.10-1, Flat No. 202, Mahalakshmi Ganapathi Complex, Sai Baba Temple Lane, Above AXIS Bank ATM, P & T Colony, Dilsukhnagar, Hyderabad - 500 060. ℡ : 040 – 40138229, : 93933 83357

E-Mail & Website [email protected], [email protected]

www.ccgeotechnicals.com

RQP Registration No. & Validity

RQP / HYD / 179 / 2000 / A (Valid Upto 29th April ‘2016) RQP/ DMG / HYD / 02 / 2001 (Valid Upto 30th April ‘2022)

2.5 Name and Address of the Prospecting Agency

M/s VIJAY GRANITES, Mg. Partner : Sri T. Elango, No. 10 / 892, Elango Salai, Mogappair East, Chennai – 37.

3

2.6 Details of the area The quarry lease area falls in the Survey of India, Toposheet No. 56 N / 7 and is bounded

GCP. LATITUDE LONGITUDE

1 18°21'3.76"N 79°15'27.99"E

2 18°21'2.56"N 79°15'28.09"E

3 18°21'2.26"N 79°15'29.79"E

4 18°21'2.90"N 79°15'30.27"E

5 18°21'2.69"N 79°15'31.36"E

6 18°21'1.16"N 79°15'35.19"E

7 18°21'1.95"N 79°15'34.90"E

8 18°21'2.48"N 79°15'35.40"E

9 18°21'2.83"N 79°15'34.62"E

10 18°21'4.57"N 79°15'34.58"E

11 18°21'5.33"N 79°15'33.93"E

12 18°21'5.77"N 79°15'33.00"E

13 18°21'5.33"N 79°15'32.64"E

14 18°21'5.66"N 79°15'31.69"E

15 18°21'6.06"N 79°15'29.79"E

16 18°21'3.56"N 79°15'29.19"E

The quarry lease area is located at a distance of 2.50 Km due SE of Chengerla village. The quarry lease area can be approached from Karimnagar Mandal Head. Quarters travelling due SE by 16.50 Km and a diversion from Chengerla will lead to quarry lease area. The location of the area is indicated in Key - Cum - Location Map (Plate - I). The details of the area are as tabulated below :

District State Village Mandal Sy. No’s. Extent

(Hectares) Ownership of Occupancy

Karimnagar Telangana Gangipally Manakondur 724 & 727 1.850 Patta. Land

The Cadastral Map certified by the Asst. Director of Mines & Geology, Karimnagar, in favour of M/s MADHURA MINES, is given as Plate No. II.

2.7 Period of Quarry Lease granted = 20 years and upto 02-01-2029.

4

2.8 Infrastructure and Communication

Availability of Water The ground water is available 20 M BGL. The agricultural fields in the surrounds of the quarry lease area are irrigated by ground water.

Availability of Electricity Electricity is available in all the villages and in the nearby agricultural lands for borewells.

Communication Network Tele Communications facility is available at the Gangipally Village.

Road Network State Transport Bus Services ply from Karimnagar – Huzurabad frequently; Private Transport is also available on this road network.

Nearest Rail Head

Nearest Rail Head is located at Uppal which is located 30 Km from the quarry lease area.

Port Facility

Kakinada Port is about 750 Km from area.

School Primary School Education is available at Gangipally Village. Higher Education is available at Karimnagar Town.

Medical Facility Registered Medical Practioner is available at Gangipally Village. Karimnagar Town is well placed for Doctors, Nursing Homes & Hospitals.

BOUNDARIES

North Barren Lands

South Barren Lands

East Barren Lands

West Barren Lands

Further vast potential exists for the employment of unskilled labour in the existing Granite Quarries and Allied Small-Scale Industries. The area experiences Semi - Arid Climatic Conditions with an average Annual Rainfall of 1000 mm. The local day temperature varies from 25° C in November to 48° C in April & May Months. The general wind direction reported is SW to NE and SE to NW.

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3.0 GEOLOGY 3.1 Physiography

The quarry lease area is located on a low level E – W trending barren mound gently sloping on both sides. The area is unfit for agriculture as it is strewed with boulders. The drainage network is due North & East. The quarry lease area is surrounded by numerous water bodies. Kakatiya Canal flows at a distance of 0.50 Km due West of the quarry lease area. Topography : The quarry lease area is a part of barren mound rising 5 M above ground level within the lease area with topo relief in S – W direction. The exposures of rock out crops are abundant in E – W. The lowest contour is 270 M and highest contour is 275 M in topo plan. Topographical Survey The baseline is considered from the GPS reading in co-relation with Toposheet contours, the levels were taken using total station of LEICA with 5 Cm accuracy covering the total area. The ABM is taken at the SE part of the quarry lease area on Boundary Pillar – 3 with its value of 270 M. The co-ordinates were fixed using the 12 channel handheld GPS, GARMIN make with MAP DATUM : WGS – 84

Position Format hddd – mm – ss.s

Map Datum WGS – 84

Units Metric

North Reference Magnetic

Variance 001o W

Angle Degrees

3.2 Regional Geology

Karimnagar and surrounding areas comprise of Granites and Granitic Gneiss of Archean Age. Pink and Grey Granites, Pink Alkali Feldspar Granites and Gneissic Grano Diorite - Quartz Diorite with enclaves of Supra - Crystals like Quartzite, Chlorite Schist, Hornblende - Biotite Schist etc. constitute the Granitoid - Migmatite complex. These Litho units are exhibit various geomorphic expressions like Domes, Inselbergs, Castle Koppies and Whaleback and Basic Dykes forms Linear Ridges with moderate Relief.

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The geological succession of the area as worked out by GSI (1990) is as follows :

RECENT SOIL / ALLUVIUM

Precambrian

Granitoid Migmatite

Pink Coarse Grained Granite / Migmatite II Meta Pyroxenite, Grey Granite – Granodiorite / Migmatite I. Gneissic Quartz Diorite – Tonolite / Granite Units

Supracrustal (Dharwars)

Amphibolite / Hornblende Schist / Mica Chlorite Schist / Meta Basite / Meta Volcanics / Quarzite / Banded Iron Formations

Pre Cambrian Supra Crustal occurs as linear enclaves in younger granites.

3.3 Geology of the area The area occupied by grained, porphyritic granite exposed as tors and inselbegs, while porporphyroblastic granite occupying large area, mineralogically consists of quartz and K. feldspar as essential minerals with sub ordinate minerals like Biotite, Amphibole where as the pink colour, fine grained, equigranular alaskites showing intrusive relationship with porphyroblastic granite seen as isolated patches. Structurally, the porphyritic granite showing poorly developed foliation trending NE – SE direction and criss crossed by 3 sets of joints. a) N – S

b) E – W

c) Sheet Joints

While the N – S and E – W trending joints are vertical in nature and widely spaced, where as the sheet joints are closely spread on the surface that is within 2 – 5 Mtrs and widely spread in the rock below ground level. COLOUR GRANITE DEPOSIT Entire quarry lease area is covered with colour granite which is rising up to 5 M above ground level trending E – W, the strike length of the deposit in the quarry lease area measured 162 M in the area with an average width of 114 M. Area is characterized by rugged topography with isolated tors and inselbergs intervened by plain land.

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Porphyroblastic granite with black amphibole a hornblende background with euhedral dark brown colour K. Feldspars porphyritic crystals commercially called as “Tan Brown” granite and extensively extracted in and around Bavpet, Gattu Budkur, Nagul Mallial and Kamanpur areas, around Karimnagar town. Due to aesthetic beauty it has good demand in the international market. Mineralogically this rock is composed of quartz, plagioclase, microcline, orthoclase with sub-ordinate amounts of biotitie, hornblende and magnetite etc. In quarry lease area, porphyroblastic granite occurs as massive exfoliation dome steeply, sloping in all the directions. It is rising from minimum elevation of MSL 270 Mt to Max elevation of MSL 275 Mt. It is uniform in mineral assemblage, texture, colour and devoid of major joints, though few joints present, they are widely spaced with limited lateral extent, along these joints, large boulders are formed from the domes. However, due to very coarse grained nature of rock due to K. Feldspar crystals the rock is prone to weathering. Hence, thick weathered mantle, soil core observed along the western edges of the rocky outcrops with vegetal cover.

4.0 EXPLORATION

Details of Mining Carried Out

As the colour granite deposited in forming a hill, rising 5 M above ground level within the quarry lease area. 1 pit was opened.

Pit No. Grids Area (M2)

Average Depth (M)

1 N 100 – 150 & E 50 – 100 825.00 6.00

DETAILS OF PRODUCTION & DISPATCHES

Year Production & Dispatches

(M3)

2009 – 10 398.298

2010 – 11 Nil

2011 – 12 Nil

2012 – 13 Nil

TOTAL 398.298

8

P

PHHOOTTOOGGRRAAPPHHSS SSHHOOWWIINNGG VVIIEEWW OOFF TTHHEE BBOOUUNNDDAARRYY PPIILLLLAARRSS EERREECCTTEEDD && MMAARRKKEEDD

9

P

PHHOOTTOOGGRRAAPPHHSS SSHHOOWWIINNGG VVIIEEWW OOFF TTHHEE BBOOUUNNDDAARRYY PPIILLLLAARRSS EERREECCTTEEDD && MMAARRKKEEDD

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5.0 RESERVES Geological traverses in the quarry and the study exposures in the quarry facilitated to access the shape and size of the deposit in the area. It is a mound deposit rising 5 M above ground level. The surface of sheet rock is wavy and irregular.

5.1 Method of Estimation of Reserves

The exposed granite deposit is found to be irregular in shape, the volume of the deposit is computed by cross sectional area method by multiplying the cross sectional area with cross sectional influence. The cross sections were drawn perpendicular to the strike direction, the cross sectional area of the individual sections are calculated to arrive at sectional area, the area thus arrived is multiplied by the sectional influence of 30 M (Average) to arrive the volume of rock mass. In absence of exploration by boreholes and with pit depth of 8 M it is anticipated that proved reserves exist upto 20 M BGL (i.e. RL 150). 15 M below the proved reserves and probable resources are estimated upto RL 135. Since the recovery of the marketable blocks and tiles in the quarry areas is around 25% rough blocks. The same recovery percentage is considered for extracting the dimensional stones. The cross sections in E – W direction are drawn at equal interval of 30 M. 4 Cross Sections A-A1 – D-D1 were drawn. Section A – A1 Drawn 7 M south of northern border of the quarry lease area in E – W direction with length of 145 M. The lowest contour is 272 M and the maximum height attained is 275 M. The cross section is prepared to a base line of RL 135 (Upto 150 Proved and Probable upto 135). Proved The sectional area is multiplied by the sectional influence of 27 M (15 influence on South and 17 M due North of the section line). The sectional area arrived is 3,134.00 M2 is multiplied by sectional area of 27 M. A total volume of 84,618.00 M3 of Rock Mass is estimated. It is proved that the recovery % @ 25% from this quarry i.e. 21,154.50 M3.

Probable The sectional area is multiplied by the sectional influence of 27 M (15 influence on South and 17 M due North of the section line). The sectional area arrived is 2,700.00 M2 is multiplied by sectional area of 27 M. A total volume of 72,900.00 M3 of Rock Mass is estimated. It is probable that the recovery % @ 25% from this quarry i.e. 18,225.00 M3.

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Section B – B1 The length of section line is 30 M south of section A-A1, with 150 M length in E – W direction. The maximum height on the section is 274 M and the lowest is 272 M. Proved The sectional area is multiplied by the sectional influence of 30 M (15 influence on South and 15 M due North of the section line). The sectional area arrived is 3,552.00 M2 is multiplied by sectional area of 30 M. A total volume of 1,06,560.00 M3 of Rock Mass is estimated. It is proved that the recovery % @ 25% from this quarry i.e. 26,640.00 M3.


Section C – C1 The length of section line is 30 M south of section B-B1, with 162 M length in E – W direction. The maximum height on the section is 272 M and the lowest is 272 M. Proved The sectional area is multiplied by the sectional influence of 30 M (15 influence on South and 15 M due North of the section line). The sectional area arrived is 3,413.00 M2 is multiplied by sectional area of 30 M. A total volume of 1,02,390.00 M3 of Rock Mass is estimated. It is proved that the recovery % @ 25% from this quarry i.e. 25,597.50 M3.


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Section D – D1 The length of section line is 30 M south of section C-C1, with 87 M length in E – W direction. The maximum height on the section is 276 M and the lowest is 270 M. Proved The sectional area is multiplied by the sectional influence of 50 M (15 influence on South and 34 M due North of the section line). The sectional area arrived is 1,778.00 M2 is multiplied by sectional area of 50 M. A total volume of 88,900.00 M3 of Rock Mass is estimated. It is proved that the recovery % @ 25% from this quarry i.e. 22,225.00 M3.


5.2 Categorization of Reserves

As the deposit is exposed in the quarry lease area. The entire visualised deposit is considered as G1 scale of reserves (Proved Reserves) upto 20 M below the surface upto RL 150. 15 M below Proved Zone and Probable Resources (G2) upto RL 135 M are considered. Since no exploration is carried out in the area and no depth ward resources are to be considered. Hence, category of G3 reserves are not considered as per the UNFC guidelines. The deposit upto RL 150 is considered as Proved Reserves and deposit below 150 to RL 135 as Probable Resources (Plate - IV).

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TOTAL GEOLOGICAL RESERVES

Sections Category & UNFC Code

Sectional Area

Sectional Influence Volume Recovery of

@ 25%

(M2) (M) (M3) (M3)

A - A1

Proved (111) 3,134.00 27.00 84,618.00 21,154.50

Probable (122) 2,700.00 27.00 72,900.00 18,225.00

B - B1

Proved (111) 3,552.00 30.00 1,06,560.00 26,640.00

Probable (122) 2,245.00 30.00 67,350.00 16,837.50

C - C1

Proved (111) 3,413.00 30.00 1,02,390.00 25,597.50

Probable (122) 2,428.00 30.00 72,840.00 18,210.00

D - D1

Proved (111) 1,778.00 50.00 88,900.00 22,225.00

Probable (122) 1,310.00 50.00 65,500.00 16,375.00

TOTAL RESERVES 6,61,058.00 1,65,264.50

RESERVES IN UNFC CODE

S. No. Category of Reserves UNFC Code Reserves in M3 Reserves in Million M3

1 Proved 111 3,82,468.00 0.382

2 Probable 122 2,78,590.00 0.278

3 Possible 333 Nil Nil

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RESERVES BLOCKED UNDER 7.5 M BUFFER ZONE


Sectional Area Sectional Influence Volume

(M2) (M) (M3)

A - A1

Proved (111) 1,702.00 27.00 45,954.00

Probable (122) 1,172.00 27.00 31,644.00

B - B1

Proved (111) 325.00 30.00 9,750.00

Probable (122) 227.00 30.00 6,810.00

C - C1

Proved (111) 343.00 30.00 10,290.00

Probable (122) 246.00 30.00 7,380.00

D - D1

Proved (111) 770.00 50.00 38,500.00

Probable (122) 565.00 50.00 28,250.00

TOTAL RESERVES BLOCKED 1,78,578.00

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RESERVES BLOCKED UNDER SAFETY SLOPES


Sectional Area Sectional Influence Volume

(M2) (M) (M3)

A - A1

Proved (111) 204.00 27.00 5,508.00

Probable (122) 420.00 27.00 11,340.00

B - B1

Proved (111) 187.00 30.00 5,610.00

Probable (122) 403.00 30.00 12,090.00

C - C1

Proved (111) 171.00 30.00 5,130.00

Probable (122) 385.00 30.00 11,550.00

D - D1

Proved (111) 162.00 50.00 8,100.00

Probable (122) 378.00 50.00 18,900.00

TOTAL RESERVES BLOCKED 78,228.00

5.3 Total Mineable Reserves

Considering the recovery of the dimensional stones from the quarry is less than 25% and as the boulders exposed from the bottom of the existing pits exhibit better quality when compared to the excavated boulders, conservative estimation is made with 25% recovery.

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RESERVES AVAILABLE FOR MINING

A. Total Geological Reserves Proved 3,82,468.00

6,61,058.00Probable 2,78,590.00

B. Reserves Blocked under 7.5 M Buffer Zone Proved 1,04,494.00

1,78,578.00Probable 74,084.00

C. Reserves Blocked under Safety Slopes Proved 24,348.00

78,228.00Probable 53,880.00

D. Total Reserves Blocked (B + C) Proved 1,28,842.00

2,56,806.00Probable 1,27,964.00

E. Reserves available for Mining (A – (B + C))

Proved 2,53,626.00 4,04,252.00

Probable 1,50,626.00


@ 25% Recovery (Proved) = 63,406.50 M3

Depleted Reserves = 398.298 M3

Reserves available for Mining = 63,406.50 M3 – 398.298 M3 = 63,008.202 M3

Life of the Mine = 63,008.202 M3 / 2,282.40 M3

= 27.60 OR SAY 28.00 YEARS


@ 25% Recovery (Probable) = 37,656.50 M3

Depleted Reserves = 398.298 M3

Reserves available for Mining = 37,656.50 M3 – 398.298 M3 = 37,258.202 M3

Life of the Mine = 37,258.202 M3 / 2,282.40 M3

= 16.32 OR SAY 16.00 YEARS

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5.4 Economic Marketable Reserves

The Colour Granite is having good export market, rough blocks free from defects like Fractures, Joints, Shears, Hair Line Cracks, Segregation Veins, Drastic Colour variation and having 120 Up Size (Gang Saw Size) are mostly preferred by exporters and international buyers. These are known as Economic or Market Grade (But in this quarry such sizes rarely found). The size blocks used for manufacturing of tiles generally recovered from this quarry, which forms nearly 25% recovery of economic grade and 75% of market grade

TOTAL RESERVES (Proved + Probable) = 1,00,266.404 M3 (a) Economic Grade (Large Blocks) 25% = 25,066.601 M3

(b) Marginal Grade 75% = 75,199.803 M3

6.0 MINING

“There are no public buildings, places of importance and historical monuments. However, the lessee will conduct the quarry operations duly adopting the restrictions regarding the safety measures as per the regulations 109 & 127 of Metalliferrous Mines Regulations ‘1961”. The lessee will adopt the latest mining techniques and machinery such as Wire-Saw cutting machinery for extracting the dimensional stones.

6.1 Method of Mining (Open Cast other than fully Mechanized / Semi Mechanized)

The Colour Granite in the quarry lease area is exposed on the surface with boulders. (Hence, it is proposed to mine the boulders / sheet by open cast, semi-mechanized methods, by developing the benches of 6 M height in 2 phases of 3 M each). Wire Saw cutting will be deployed based on the favourable conditions. The development of benches in the sheet rock will be maintained @ 60o safety slopes. The separation of blocks from the mother rock will be carried out by drilling, wedge cutting, blasting, excavation will be done by the machinery. The secondary splitting, dressing of blocks will be done manually. Therefore, mining operations are to be carried out in this area in 2 stages.

1) Development

2) Production Stage - 1 The removal of weathered and under sized boulders will be cleared in the quarry lease area for the next five years by using excavator. The sheet exposed will be subjected to drilling, blasting and splitting from mother rock

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Rock Splitting / Wedging :

Thus 20’ x 20’ to 40’ x 20’ to 40’ mass will be separated from mother rock. Then horizontal holes will be drilled at the bottom of the bench, by wedging or blasting with water cartridges and cardex fuse, bottom separation will be achieved. Splitting the Mass : For splitting the mass from mother rock, the line drilling and wedging method is in use; with Jack Hammers and this waste will be dumped at dumping yard using tipper. Stage - 2 After removal of weathered and under sized boulders. • The large boulders will be subjected to splitting into required sizes of blocks by

using Jack Hammers by drilling series of deep holes at right angles at regular intervals, later by inserting feather and wedges in these holes and hammering with sledge hammer will release the blocks.

• The burner cutters will be deployed for shaping the boulders.

• The boulders will be splitted to the required sizes with drilling and if required by using chemical compound at the source only. The boulders separated will be brought to the dressing yard for dressing.

• If the boulders, which fit into the required market grade size will be transformed into cuboids.

Secondary Splitting : After separation from the mother rock, it is properly checked by washing with water to identify defects and cracks. Based on this observation, the size is decided and the blocks are marked and separated by drilling and wedging. The separated pieces will be examined for defects and lines, then the block or blocks are marked in clear area and holes are drilled along the line of marking, with the help of feathers and wedges and the waste portions are separated forming a rectangular blocks. Any bulges will be removed by drilling and wedging making it perfect blocks. A perfect block is that all the sides shall make with each other 900.

6.2 Dressing

i) Dressing of dimensional rough blocks for export : Dressing is final phase of mining operation, wherein the secondary rough blocks are squared into regular perfect rectangular sizes, thereby avoiding uneven bulge or cavities and other defects. Jackhammers with compressor, feather end wedges and sledgehammers are equipments generally used for dressing the block.

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ii) Dressing of rough blocks for domestic processing plant : Dressing by means of squaring and splitting will be done for rough blocks of the size varying between 120 x 90 x 80 and 300 x 200 x 190 M.

i) Description of granite processing plant : The lessee company does not possess processing plant.

6.3 Drilling & Blasting

A) Drill hole pattern for smooth blasting, holes of 3 M depth will be drilled in a single

row with spacing of less than 0.3 M and burden of 1.6 M or more shall be maintained uniformly. This arrangement will yield rock size of 3 M x 2 M cross section. A bench height of 3.5 M will be tackled.

B) Drilling Parameters :

i) Drill Hole Diameter 32 MM up to 3 M Long.

ii) Depth and Inclination of Drill Hole : Generally drilled vertically in an alignment, however in primary cutting in the absence of sheet joints to develop bottom level, horizontal holes also are drilled.

iii) Spacing and Burden

The spacing shall be about 0.1 M to 0.3 M from hole to hole and burden goes up to 1.6 M for the splitting of the rock.

iv) Stemming & Charging of Bore Hole

Gun Powder is used. The blast hole will be charged with 150 Grams of explosives by stemming with smooth strand.

v) Explosive Type

Wherever required gunpowder is used for splitting the rock.

6.4 Production Proposed for the next five years (2014 – 15 to 2018 – 19)

It is proposed to produce 11,412.00 M3 of market grade rough blocks during the plan period with an average annual production of 2,282.40 M3 from an area of 5,914.00 M2. Benches of 6 M will be developed during the plan period. For achieving this production 45,648.00 M3 of Rock Mass will be excavated and 34,236.00 M3 of Waste will be generated. The waste generated will be dumped in the SW part of the quarry lease area (Within the quarry lease area) between the grids N 00 – 50 & W 50 – E 50 covering an area of 1,870.00 M2 with an average height of 6 M with 45o slope angle will be formed. A retaining wall will be constructed around the dump for preventing the slanting of boulders.

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Stack Yard : The blocks generated will be stocked in the temporary proposed stack yard over an area of 450.00 M2 in the western part of the quarry lease area between the grids N 50 – 75 & W 25 – E 50.

6.5 Mining Programme for the next five years (2014 – 15 to 2018 – 19)

The lessee proposes to take up quarrying operations between the Sections A-A1 & B-B1 in the grids N 75 – 150 & E 25 – 150. The mining operations will be initiated from NW part of the quarry lease area around the existing pit and extends south & westwards. The mining operations will advance eastwards during 1st & 5th year, southwards during 2nd year and westwards during 3rd & 4th year workings (Plate – V). 1st Year (2014 – 15) In the first year the mining will be initiated from NW part of the quarry lease area around the existing pit between the grids N 100 – 150 & E 25 – 125 covering an area of 1,431.00 M2 a bench of 6 M height will be formed. The mining advances eastwards. An area of 1,431.00 M2 will be excavated producing 8,586.00 M3 of Rock Mass, 25% (2,146.50 M3) of Market Grade Rough Blocks and 75% (6,439.50 M3) of Waste Rock will be generated. 2nd Year (2015 – 16) In the second year the mining will continue due south of 1st year workings between the grids N 75 – 125 & E 25 – 125 covering an area of 1,665.00 M2 a bench of 6 M height will be formed. The mining advances southwards. An area of 1,665.00 M2 will be excavated producing 9,990.00 M3 of Rock Mass, 25% (2,497.50 M3) of Market Grade Rough Blocks and 75% (7,492.50 M3) of Waste Rock will be generated. 3rd Year (2016 – 17) In the third year the mining will continue due west of 2nd year workings between the grids N 75 – 125 & E 00 – 50 covering an area of 1,531.00 M2 a bench of 6 M height will be formed. The mining advances westwards. An area of 1,531.00 M2 will be excavated producing 9,186.00 M3 of Rock Mass, 25% (2,296.50 M3) of Market Grade Rough Blocks and 75% (6,889.50 M3) of Waste Rock will be generated.

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4th Year (2017 – 18) In the fourth year the mining will continue due west of 3rd year workings between the grids N 75 – 125 & W 50 – E 25 covering an area of 1,287.00 M2 a bench of 6 M height will be formed. The mining advances westwards. An area of 1,287.00 M2 will be excavated producing 7,722.00 M3 of Rock Mass, 25% (1,930.50 M3) of Market Grade Rough Blocks and 75% (5,791.50 M3) of Waste Rock will be generated. 5th Year (2018 – 19) In the fifth year the mining will continue below 1st year workings between the grids N 100 – 150 & E 25 – 125 covering an area of 1,694.00 M2 a bench of 6 M height will be formed. The mining advances eastwards. An area of 1,694.00 M2 will be excavated producing 10,164.00 M3 of Rock Mass, 25% (2,541.00 M3) of Market Grade Rough Blocks and 75% (7,623.00 M3) of Waste Rock will be generated. The year wise production proposed is shown in the following table.

YEAR WISE PRODUCTION FOR 5 YEARS (2014 – 15 TO 2018 – 19)

Year Area (M2)

Bench Height Volume Production

@ 25% Waste @ 75%

(M) (M3) (M3) (M3)

1st

(2014 – 15) 1,431.00 6.00 8,586.00 2,146.50 6,439.50

2nd

(2015 – 16) 1,665.00 6.00 9,990.00 2,497.50 7,492.50

3rd

(2016 – 17) 1,531.00 6.00 9,186.00 2,296.50 6,889.50

4th

(2017 – 18) 1,287.00 6.00 7,722.00 1,930.50 5,791.50

5th

(2018 – 19) 1,694.00 6.00 10,164.00 2,541.00 7,623.00

TOTAL (AREA OF 1st, 2nd, 3rd & 4th

YEAR) 5,914.00 45,648.00 11,412.00 34,236.00

AVERAGE 9,129.60 2,282.40 6,847.20

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Quantum of Excavation : A total of 45,648.00 M3 of Rock Mass will be excavated during next five years to retrieve 11,412.00 M3 of Market Grade Rough Blocks, there by generating 34,236.00 M3 of Rock Waste.

a) Production Schedule

The production of colour granite continuous through out year expect during monsoon. That is 10 working months, 20 working days per month are considered. The production of 2,282.40 M3 per year can be easily achieved in a single shift with sufficient men and machinery.

b) Magazine Type and Capacity

Not Applicable (No permission for storing the blasting material will be granted by the District Administration). The lessee proposes to use AGFRACT Chemical Compound whenever required.

c) Organizational Chart

Man Power and machinery existing are sufficient :

MACHINERY

Excavator (Hitachi) 200 1 No.

Compressor 300 1 No.

Jack Hammers 3 No’s.

Tipper 4 No

Dewatering Pumps 2 No’s

MAN POWER

Mines Manager (Part Time) 1 No.

Supervisors 1 No.

Hitachi Operators 1 +1 No.

Compressor Operators 2 No’s.

Semi-Skilled & Un-Skilled 20 No’s.

Tipper Operators 8 No’s

d) Site Services

Office, Rest Rooms, First Aid Room, Shelters, Lavatory, Bore Well for drinking water will be provided in the western part of the quarry lease area between the grids N 50 – 75 & W 25 – E 00.

7.0 SCHEME OF WASTE MANAGEMENT PLAN (SOLID & LIQUID) i) Solid waste for the first five years

The granite body exposed to the surface. Hence, the weathering on the surface of the rock closely spaced joints and shears along with inherent defects like moles, dark patches and acidic veins contribute a large extent of waste generation during the mining.

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The waste generated will be dumped in the SW part of the quarry lease area (Within the quarry lease area) between the grids N 00 – 50 & W 50 – E 50 covering an area of 1,870.00 M2 with an average height of 6 M with 45o slope angle will be formed. A retaining wall will be constructed around the dump for preventing the slanting of boulders. It is estimated that in the next five years a total of 34,236.00 M3 of waste is expected to be generated with an average of 6,847.20 M3 per annum. The year wise waste generation in next 5 years is as follows :

Year

Waste Generation

Rock Waste @ 75% (M3)

1st

(2014 – 15) 6,439.50

2nd

(2015 – 16) 7,492.50

3rd

(2016 – 17) 6,889.50

4th

(2017 – 18) 5,791.50

5th

(2018 – 19) 7,623.00

TOTAL 34,236.00

AVERAGE 6,847.20

ii) Dumping Site Particulars

The waste generated will be dumped in the SW part of the quarry lease area (Within the quarry lease area) between the grids N 00 – 50 & W 50 – E 50 covering an area of 1,870.00 M2 with an average height of 6 M with 45o slope angle will be formed.

iii) Estimated Waste Quantity that will be generated in the Balance Lease Period

At the rate of 6,847.20 M3 per year the volume of waste generated in balance lease period i.e. 15 years is estimated to be 1,02,708.00 M3.

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iv) Utilisation of Waste if not Prevented

• Soil can be utilised for reclamation of degraded area.

• Weathered rock if it is sufficiently soft and devoid of rock fragments can be utilised for roads, filling of road side ditches, formation of approach roads to quarries, construction works etc.

• Large and medium sized waste rock can be used as revetment for deep cut stream sections from preventing from soil erosion.

• The waste generated during the mining will also be used for back filling of the mine pit after completion of mining.

8.0 ENVIRONMENTAL MANAGEMENT PLAN 8.1 Base Line Information i) Existing Land Use Pattern

The quarry lease area is surrounded by hillocks comprising valuable tan brown export quality granite.

The granite industry gained momentum in the district in general, since the last seven to eight years, with supply of several lakhs of cubic metres of granite export to Beijing and Thailand.

Excavation of the precious granite from the village is bringing in additional income to the gram panchayat, besides agriculture is good.

ii) Water Regime The drainage network is due North & East. The quarry lease area is surrounded by numerous water bodies. Kakatiya Canal flows at a distance of 0.50 Km due West of the quarry lease area.

iii) Flora and Fauna

The whole quarry lease area is occupied by scattered sparse vegetation of thorny trees and small bushes. In the quarry lease area no wild animals are witnessed as per the statements collected from the local population, since 50 years.

iv) Quality of Air, Ambient Noise Level and Water

• Air quality is good but at quarries it is filled with dust, due to haulage on the road, blasting etc

• The noise generated mostly due to blasting, drilling, vehicular traffic

• Granite mining will not affect water quality.

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v) Climatic Conditions The quarry lease area is falling under semi-arid tropical zone. The area is having dry climate. The temperature recorded in this area is 25°C in winter and about 48°C in summer seasons. The wind direction is in SW to NE. The average annual Rainfall of the area is 1000 MM.

vi) Human Settlement

The nearest Buddenapalli village is situated 1.75 Km due South of the quarry lease area, having a population of 650. Agriculture and sheep breeding are important profession of the people living in the village besides involving themselves in quarrying activity.

HUMAN SETTLEMENT (PLATE NO – I ) (SCALE : 1 : 50,000)

S. No. Village Direction Distance (Km) Population

01. Chengerla NW 2.25 1,200

02. Kodirgudem NW 4.25 550

03. Dampalli NE 4.25 400

04. Gangipam NE 2.50 550

05. Vannarampalli SE 3.00 250

06. Kottapalli SE 2.00 200

07. Buddenapalli South 1.75 650

08. Shamsabad SE 2.50 300

09. Chintagutta SE 4.25 350

10. Narsingapuram SW 4.75 250

11. Mallapuram SW 5.00 500

12. Nijatigudem SW 2.25 300

vii) Public Buildings, Places & Monuments :

No public buildings, important places and monuments are seen in and around the quarry lease area; however, the lessee will adopt the safety measures while conducting the quarry operations as per the Regulations of Metalliferrous Mines Regulation ‘1961.

viii) Does area (Partly or Fully) fall under notified area under water (Prevention and control of pollution) Act ‘1974. Not Applicable

26

8.2 Environmental Impact Assessment 1) Landscape Changes

Granite mining will alter the physiographic scene as a large pit of 5,914.00 M2 with 6 M depth will be formed at the end of plan period. A large dump will be formed to a height of 6 M over an area of 1,870.00 M2 in the SW part of the quarry lease area (Within the quarry lease area).

2) Aesthetic Environment

There is no aesthetic environment prevailing in and around the quarry lease area.

3) Soil and Land Use Pattern

The soil cover is absent in the quarry lease area. Therefore the mining in this area will initiate utility of the land.

4) Agriculture

The quarry lease area is barren land and far away from agricultural lands. Therefore there is no adverse affect on agriculture.

5) Forest

The quarry lease area is not coming under forest zone. However, the lessee is proposing to undertake afforestation in the area.

6) Vegetation

The quarry lease area is barren hill with an exception of small shrubs, herbs and Thorny bushes grown along the interspaces of boulders and joints where some soil exists.

7) Water Environment

The water environment will not be disturbed as the quarry is far off from the water courses.

8) Air Quality

Air quality is good but at quarries it is filled with dust, due to haulage on the road, blasting etc. but it will be within the permissible limits by sprinkling water on roads and covering the drill rods with cloth. Air quality will not be disturbed, as the quarrying is very limited.

27

AIR QUALITY

Base Level Allowable Level

SPM = 140μg/m3 360μg/m3

RSPM = 60μg/m3 120μg/m3

SO2 = 40μg/m3 80μg/m3

NO2 = 40μg/m3 80μg/m3

CO = 1.0μg/m3 5.0μg/m3

Air quality is good but at quarries it is filled with dust, due to haulage on the road, blasting etc., but it will be within the permissible limits by adopting the following:

• The dust rising due to drilling will be controlled by covering the drill rods with

cloth, dust extractors will also be employed.

• Dust suppression on haul road with sprinkling of water with chemical additives.

• Proper functioning of dust suppression arrangements in the equipment 9) No water course is passing through the area excepting run off streams during

monsoon.

The mining of granite, no adverse affect is anticipated on the water regime of the area.

IS 10 500 – 1944

S.No. Characteristic Desirable Limit Maximum Permissible Limit

1 Colour 5 25

2 Odour & Taste Un Objectionable

3 Turbidity 5 NTU 10 NTU

4 pH Value 6.5 to 8.5 No Relaxation

5 TDS 500 mg.per ltr. 2000 mg.per ltr.

6 Total Hardness 300 mg.per ltr. 600 mg. Per ltr.

28

10) Noise Levels The blasting and the haulage and the drilling of boreholes generate noise. However, the probable noise level will be within the permissible limits and will not cause harm. The lessee will provide suitable protective gear to the workers for minimizing the noise pollution and the machinery will be well maintained.

The noise levels for various activities are

1. Compressor - 84 to 98 dB(A) 2. Tipper Empty - 88 to 91 dB(A), Tipper Loaded - 95 to103 dB(A) 3. Poclain - 90 to 96 dB(A) 4. Blasting - 89 to 95 dB(A) PERMISSIBLE NOISE EXPOSURE FOR DIFFERENT PERIOD OF TIME IS GIVEN BELOW

Duration Per Day (Hrs) Sound Level Dba

16 80

8 85

4 90

2 95

1 100

½ 105

¼ 110

1/8 115

The blasting, haulage, machinery and the drilling of drill holes generate Noise. However, the probable noise level will be within the permissible limits with in 100 d B (A) and will not cause harm. • The machinery will be maintained properly to reduce the noise • The protective noise reducing gear like earmuffs, the lessee company will

provide earplugs. • Proper maintenance of equipment

11) Vibration Levels

It is proposed to use low explosives and less quantity to minimise the effects so that the vibration generated will be feeble within 8 Hz.

12) Socio Economic Environment

The quarry lease area is surrounded by 12 villages within a distance of 5 Km. The main occupation of villagers is agriculture and sheep rearing. The commencement of mining activity in this area improved the socio-economic status of the local people by creation of employment and paying taxes to gram panchayath.

29

13) Occupation Health and Safety The mining in this area does not involve any hazardous methods. The mining is simple and open cast mining method. In this, the possibilities of small injuries is anticipated. This lessee is providing First Aid facilities at quarry site.

8.3 Management Plan 1. Soil Conservation Methods

The fertile soil available will be used for plantation around site services on dumps and all along the road. Soil mixed with boulders is unfertile which will be used for laying roads.

2. Proposed for Reclamation of Land affected by Mining activity during and at

the end of mining Even after 20 years the hill remains except the reduction of elevation and slopes by the pits that will be formed.

3. In case of forest programme for phased compensatory afforestation

The quarry lease area does not come under forest zone.

4. Measures for Dust Suppression

The mining will involve dust rising methods. The dust anticipated during dry seasons, due to haulage will be suppressed by sprinkling water. For this purpose, tractor mounted sprinkler will be deployed. The dust generated during the drilling will be suppressed by covering the drill rods by gunny cloth and dust extractors will also deployed.

5. Measures to minimum use vibrations due to blasting and check noise

pollution No blasting will be taken up in the quarry lease area. The lessee will apply latest techniques for extracting the blocks using wire saw cutting / splitting by chemical compound etc. The mining operations will be restricted to a maximum RL of 150. The noise generated by compressors, drilling & machinery like proclain / excavators and tippers will be high. The workers in the quarry lease area will be provided suitable headgear and noise reducing protective gear (Like Cotton Mufflers etc.). The machinery will be maintained properly for minimizing the noise.

6. Treatment and disposal of water from the mine at beneficiation plant

Granite mines does not require beneficiation.

7. Measures for minimising adverse effect on water regime

The mining is confined to elevated place. Therefore no adverse effect is anticipated to water regime.

30

31

8. Afforestation Programme The lessee proposes for afforestation along the southern boundary of the quarry lease area within the 7.5 M buffer zone over an extent of 750.00 M2 in phased manner during the plan period with suitable plants.

YEAR AREA (M2) NO. OF PLANTS

1st

(2014 – 15) 150.00 30

2nd

(2015 – 16) 150.00 30

3rd

(2016 – 17) 150.00 30

4th

(2017 – 18) 150.00 30

5th

(2018 – 19) 150.00 30

TOTAL 750.00 150

9. Preparation of dumping ground for stacking toxic mineral substance

No toxic minerals are present

9.0 ANY OTHER INFORMATION

All the statutory provisions applicable to granite mining leases, such as Mines &

Mineral Concessional Rules, Granite Conservation and Development Rules 1999,

Mineral and Mining Rules, Indian Explosive Act, Payment and Wage Act, Workmen

Welfare Act, Employees Provident Fund Act shall be adhered.

RQP

LESSEE (V. T. CHANDER)

S N

M.N

2

1

3

4

5

6

7

89

10

1112

1314

15

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269.0

271

272

272

273

274

275

270

271

B.M

270.00M

CART TRACK

E 00E 50

E 100E 150

W 50

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N 100

N 150

N 25

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Office &

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Phone N

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LESSEE

R.Q

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Lessee: M/s M

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N 18°21'03.76", E 79°15'27.99"

1N

18°21'02.56", E 79°15'28.09"2

N 18°21'02.26", E 79°15'29.79"

3N

18°21'02.90", E 79°15'30.27"4

N 18°21'02.69", E 79°15'31.36"

5N

18°21'01.16", E 79°15'35.19"6

N 18°21'01.95", E 79°15'34.90"

7N

18°21'02.48", E 79°15'35.40"8

N 18°21'02.83", E 79°15'34.62"

9N

18°21'04.57", E 79°15'34.58"10

N 18°21'05.33", E 79°15'33.93"

N 18°21'05.77", E 79°15'33.00"

N 18°21'05.33", E 79°15'32.64"

N 18°21'05.66", E 79°15'31.69"

N 18°21'06.06", E 79°15'29.79"

N 18°21'03.56", E 79°15'29.19"

111213141516

GEO

CO

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260265270275280

D1

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L.BL.B

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255

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A1

B.Z

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269.0

260265270275280

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C1

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L.B

RL-269

Relative Level

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7.5m B

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Colour G

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2nd Year M

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3rd Year M

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4th Year M

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Proposed D

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260265270275280

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LMD Canal

SRI SAI MANASA NATURE TECH (P) LIMITED (An ISO 9001:2008 Certified Organization)

Plot no: 74/A, Flat no: 102, Central bank Building, Kalyan Nagar, Hyderabad-500 038.

Phone: 040-2381 6333,Telefax: 040-2381 6222 Email: [email protected]

Documents

M/s. MADHURA MINESenvironmentclearance.nic.in/writereaddata/Online/TOR/0_0...Shamshabad Airport is about 150 km due SW from lease area. 11. Nearest Town, city, district Headquarters