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M/s.Ajay Stone Crusher- Building Stone, Road Metal & Gravel Quarry-3.30 Ha. Pre-Feasibility Report Page No. 1 1.0 Executive summary of the project 1.1 Introduction The proposed mining lease area of M/s.Ajay Stone Crusher is located at Sy.no. 422 of Devunipally village, Peddapally Mandal, Peddapalli district, Telangana State. Salient features of the project are given in Table 1.0 & 2.0 Fig.1.0 Topo Map showing 10 km radius around the project site

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Page 1: 1.0 Executive summary of the project 1.1 Introductionenvironmentclearance.nic.in/writereaddata/Online/... · Water requirement 4.0 KLD Source of water Tankers from outside Manpower

M/s.Ajay Stone Crusher- Building Stone, Road Metal & Gravel Quarry-3.30 Ha. Pre-Feasibility Report

Page No. 1

1.0 Executive summary of the project 1.1 Introduction The proposed mining lease area of M/s.Ajay Stone Crusher is located at Sy.no. 422 of Devunipally village, Peddapally Mandal, Peddapalli district, Telangana State. Salient features of the project are given in Table 1.0 & 2.0

Fig.1.0 Topo Map showing 10 km radius around the project site

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Table 1.0 Project location and quarry details

Project Name M/s. Ajay Stone Crusher Sri R.Srinivas

Area 3.30 Ha. Location of quarry Sy.no. 422 of Devunipally village, Peddapally

Mandal, Peddapalli district, Telangana State Project cost Rs.40 lakhs Mineral of mine Building Stone, Road Metal & Gravel Quarry Proposed production 31,924 cu.m of gravel

57,464 cu.m of Road metal & Building stone Method of mining Opencast semi mechanized method N0.of working days 300 Water requirement 4.0 KLD Source of water Tankers from outside Manpower 48

Table 2.0 Salient features of the Project

Details Measurement

Nearest village & Habitation Devunipalli,1.0 km, NNW

Road access Approach Road, 1.0 km, SW

Nearest Major Road Hyderabad to Manchiryal Road (SH-1),

4.4 km, W

Peddapalli to Manthani Road, 3 km, S

Nearest town Peddapalli, 7.0 km, SW

Rail network Peddapalli Railway Station (Delhi to Hyderabd Main line), 8 km

Nearest water source Borewell and tankers from outside

River/Stream Kakathiya Main canal, 0.7 km, S

Water Body, 1.4 km, SW

Water Body, 1.8 km, SE

Jyothi sagar lake, 8.5 km, NNE

Forest boundary Nagulgutta R.F., 0.8 km, N

Peddagutta & Ramgir R.F, 3.8 km, S

Interstate Boundary There is no interstate boundary is located within 5 km radius

Nearest mines if any Sri K.Venugopa Rao, 1.0 Ha.,Sri K.Tirupathi, 1.90 Ha.

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2. Introduction of the Project/ Background Information

2.1 Identification of project and project proponent.

The present project area is already found to have deposits of Building Stone in Sy.no. 422 of Devunipally village, Peddapally Mandal, Peddapalli district, Telangana State.

2.2. Brief description of nature of the project.

The mining lease area of 3.30 Ha. is located in Govt.land. Open cast semi mechanized method of mining is followed and it has been proposed to produce 58,497 m3/annum of Building Stone, Road Metal & Gravel Quarry. M/s.Ajay Stone Crusher has applied Q.L. for building stone, Road Metal & Gravel quarry in Sy.no. 422 of devunipally village, Peddapalli Mandal, Peddapalli district, Telangana State. The proposed area is existing area it is executed vide ADMG Proc No. 7262/Q1/07 Dt. 29-07-2013.

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

The demand for Stone & Metal is increased due to rapid industrialization and growth in infrastructure. So the number of road metal producing quarries is increasing in India. Stone & Metal is the chief material for the constriction of buildings and road laying purpose. Based on the demand of Stone & Metal, the lessee intends to produce the required quantity of Stone & Metal for domestic market. As per EIA notification 2006 the project falls under Category‐ B, the proponent is submitting the proposal to get Clearance for production capacity of 31,924 m3/annum of gravel & 57,464 m3/annum of Stone & Metal for the purpose of grant of Environment Clearance of the quarry.

2.4. Demand-Supply

The demand and supply for the Stone & metal is growing which makes a lot of scope for revenue generation. Once the stone is obtained after quarrying it is further processed and supplied to industries.

2.5. Imports vs. Indigenous production

Not Applicable

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2.6. Domestic/ Export markets.

Although Stone & Metal is a minor mineral, it is a major contributor in india. It will also useful in domestic market.

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

Proposed mining is semi mechanized mining it will be provide direct employment of 48 no.s and indirect employment will also be provided like machinery operators. 3.0 Project Description

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

Not applicable

3.2. Location (map showing general location, specific location, and project boundary & project site layout) with coordinates.

3.3. Details of alternative sites, considered and the basis of selecting the proposed site particularly the environmental considerations gone into should be highlighted.

Not applicable

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3.4. Size & magnitude of operation

The proposed project envisages an average production of 31,924 m3/annum of gravel & 57,464 m3/annum of Building Stone & road Metal.

Table. 3.0 Production Details (Gravel)

Year Production (m3) Recovery (10%)

1st Year 32223 2nd year 31626 Total 63,849

Production Details (Stone & Road Metal)

Year Production (m3) Recovery (90%) Wastage (10%)

1st Year 58001 6444 2nd year 56926 6325 Total 1,14,928 12769

3.4.1 Topography The Quarry lease area is an undulating terrain interspersed with an elevated mound, which are mostly covered by small rock boulders. These boulders are of irregular shapes and vary widely in size and shape. The mound feature is a result of weathering and denudation and raise in height from the general ground level to about 140m.The area thus presents a rugged topography. The general soil cover in the area comprises of brown clayey soil type with kankary encrustations. The Q.L applied area is devoid of any forest or tree cover and the only vegetation seen comprises of shrubs. There are no agricultural lands in the leased area. The surrounding low lands however have been converted to arable lands and are owned local residents. 3.4.2 Regional Geology The region of the subject area is belonging to Peninsular Gneiss of Archaean group. The Peninsular Gneissic Complex comprising migmatite gneiss, grey granodiorite, porphyritic granite and intruded by dolerite and aplite veins The Peninsular Gneissic Complex comprises gneiss-migmatite-granite suite of rocks. They are highly variable in mineralogical composition appearance structure and relative ages. The individual members have not been distinguished in a major part of the area. However, granite and migmatite gneiss occupy a large part of the area while bands of relatively younger coarse-grained gneissic granite occur in the north eastern part.

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The Peddapally belt located along the Peninsular Gneissic Complex comprises a complex assemblage of gneissic variants and granitic rocks which occupy almost the entire lease area the Peninsular Gneissic Complex in the area is representing mostly by biotite hornblende granite and migmatitein north eastern part of the lease area and made up of rocks of high grade metamorphism, migmatisation and intense deformation. These granites, which are often porphyritic, are intrusive into the gneissic terrain and contain alkali feldspar space. The later in parts the colour to the granite which ranges from light to deep pink because of the massive nature of these intrusive they are amenable for producing large size blocks, due to the wide spaced joint pattern in hearted to them. The rock is exposed in the form of cluster of big boulders and occasionally sheets. 3.4.3 Local Geology Soil covers the periphery of the area on three sides (north, west & southern) along the boundary line. But major portion of the area is covered by weathered Granitic - Gneiss out crop. This rock type might have been derived from migmatisation of two different rock types of a granite material, which may take from magma have intruded through re-resting host rock. The area is mostly consists lot of big granite boulders on the surface all along the trend of North to South. In this area the deposit is having exposures on the surface to maximum height of 15m from the ground level. In this area about 1-2m thick material is containing small, medium size and uneven, boulders with multiple fractures and joint zones. At surface itself the ripple type and bluish granite boulders are exposed with a height of 2m on surface some big boulders also exist with prominent ripples good quality. However the size of the boulders varies from 2–3m3 will be utilized for marketing after necessary dressing. The sheet rock type’s boulders are available at the reef of the mound itself. After removing such boulders and soil the sheet rock will be reached. The granite sheet rock with ripples of light pink, and bluish colour (Quartz, Stone & Metal, biotite and epidote) mineral distribution is observed in the coarse to medium grain size fabrication of bluish granite. The ripples are formed due to the distribution of different rock forming minerals wavy action with different lineation and foliation of gneissic structure. The boulders are predominantly more in wavy design granites which are of 6 x 4 x 3 size on the mound of the deposit and small boulders like 1 x 1 x 0.5 m size are moderately distributed on the slope of the area.

The litho unit of the area is as follows:

Soil Cover : Loose colour soil

Gneissic Porphyry granite : Ripples multi-colour granite (Boulder

zone)

Light bluish Granites : Bluish metal with quartz rich sheet

rock

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3.4.4 Reserves

Category Geological Reserves

Proved Reserves 957285

Probable Reserves 147532

Possible Reserves 147532

Total 1252349

Life of the mine = Mineable reserves/Actual anticipated annual production

= 8, 13,511/57,464=14.1=14 Years.

As per Approved Mining Plan

3.5. Project description with process details

a) Type of Mining:

Open Cast – Semi mechanized method with bench height and width is about

6m.

b) Brief Description: (Existing method of working)

To cut down cost and for achieving targeted production of Stone & Metal for the

operations are planned to be carried out semi-mechanized methods deploying

machinery listed below. The Poclain is to be deployed for the removal of

overburden removal and for forming of the benches. The other pneumatic tools

like Jack Hammers etc. will be deployed for shot hole drilling in sheet rock for

taking out large of Road metal stones, Jackhammers will also be used in

primary cutting of mother rock. Per year 300 working days shall be proposed.

Each year one bench shall be proposed one over the other from south to north

direction.

Table 4.0 Extent of Mechanization S.No. Machinery No.s

1 Jack hammers 4 2 50 CFM Compressor 2 3 Tractor mounded Air compressor 2 4 Poclain (Bucket Capacity- 2 m3,

Boom length-9 m) 1

5 Tippers (Capacity 15 m3) 4

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3.6. Raw material required along with estimated quantity, likely source, marketing area of final products, mode of transport of raw material and finished products.

No raw material will be required in the proposed project. The operation involves the extraction of building stone metal and dumping in stock yard. Transportation of building will be through tippers.

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

Not Applicable

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

Water required for drinking, Green belt, Dust suppression and wire saw cutting is 4.0 KLD. This water will be supplied from tankers/bore wells of nearby area.

Table 5.0 Water Requirement

S.No. Water Usage Quantity (KLD) 1 Water sprinkling on haul

roads 2.0

2 Domestic 1.0

3 Green Belt 1.0

Total 4.0

3.9 QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT/ DISPOSAL 3.9.1 Solid Waste Generation& its Disposal About 10% of the material from building stone production is going to be generated as rock waste is About 12,769 m3 will be dumped into the waste dump yard located in the Southern side of the quarry lease area. 3.9.2 Liquid effluent No liquid effluent will be generated at the mine site. The domestic waste water generated will be sent to septic tanks followed by soak pits. 4.0 SITE ANALYSIS

4.1 Connectivity

4.1.1 Nearest Railway Station Peddapally Railway Station is 8.0 km from the quarry lease.

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4.1.2 Nearest Airport

Shamshabad airport (Hyderabad) is 180 km from the mine lease area. 4.2 LANDFORM, LANDUSE AND LAND OWNERSHIP

Geomorphology means a "discourse of earth landforms" and it generally defined as a Science of Landforms". It is a systematic study of landforms in relation to the climatological, geological and structural aspects. Study of geomorphology is of particular importance to aerial photo-interpretation as it forms major criteria in deciphering lithology and structure.

Table 5.0 Land use details

S. No. Purpose Extent ( Ha )

1 Area Proposed for Quarrying 2.667

2 Waste Dump area 0.221

3 Stock yard 0.166

4 Site services 0.012 5 Mine roads 0.062

6 Magazine 0.001

7 Afforestation 0.056 Total (Broken) 3.185 Unbroken land 0.115

Total 3.30

4.3 Topography The Quarry lease area is an undulating terrain interspersed with an elevated mound, which are mostly covered by small rock boulders. These boulders are of irregular shapes and vary widely in size and shape. The mound feature is a result of weathering and denudation and raise in height from the general ground level to about 140m.The area thus presents a rugged topography. The general soil cover in the area comprises of brown clayey soil type with kankary encrustations. The Q.L applied area is devoid of any forest or tree cover and the only vegetation seen comprises of shrubs. There are no agricultural lands in the leased area. The surrounding low lands however have been converted to arable lands and are owned local residents. As already stated earlier the Topographical expression of the applied area is in the form of small-elevated mound, which are made of small boulders and sheet rock out crops. The boulders are of various shapes and sizes. Often it is seen that the boulders vary in size between 5 X 3 X 5m and 3 X 2 X 4m sizes. The gaps between

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the boulders at are filled with murram soil washed down by rainwater from surface. This gives the impression that the boulders are embedded in the murram soil; below the boulders well migmatite sheet rocks are exposed. 5.0 PLANNING BRIEF 5.1 Planning Concept It is proposed to produce average production of 57,464 m3/annum of Building Stone & Metal and 31,924 cu.m of gravel 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 5.3 Land use planning The project is located in 3.30 Ha. of Government land. There will be change in land use as the building stone will be excavated. After the exhaustion of stone & metal, the pit will be backfilled with the waste generated. 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 &will be submitted at the time of final presentation regarding EC. 5.5 Amenities/Facilities Office, Rest shelter, first aid room, workshop will be constructed. 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.

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6.3 Green Belt Green belt will be developed along the boundaries of mine lease area. 6.4 Sewerage System The domestic wastewater generated will be sent to septic tanks followed by soak pits. 6.5 Industrial Waste Management Not applicable. 6.6 Solid Waste management About 10% of the material from building stone production is going to be generated as rock waste is About 12,769 m3 will be dumped into the waste dump yard located in the Southern side of the quarry lease area. 7.0 REHABILITATION AND RESETTLEMENT (R&R) PLAN There will be no displacement of houses. Hence rehabilitation and resettlement is not envisaged.

8.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) 8.1 Financial and Social Benefits with Special Emphasis on the Benefit to the Local People Including Tribal Population, If Any, In the Area. This project will also provide employment to local people helping them earn livelihood.

Environmental Management Plan

9. Anticipated Impacts & Mitigation Measures due to proposed project

The environment management plan is prepared with a view to facilitate effective environmental management of the project in general and implementation of the mitigation measures in particular. The EMP provides a delivery mechanism to address potential adverse impacts and to introduce standards of good practice to be adopted for all project works. The anticipated impacts due to mining and allied activities are air, noise, land, water and socio-economic along with the mitigations to the extent possible are described in the following paragraphs.

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9.1 Sources of Pollution and Control measures The major sources of pollution are air and noise due to proposed mine from blasting and transportation of material to the far places. 9.1.1 Air Pollution and its Mitigation Anticipated Sources of Air Pollution

Digging & Excavation (Dust, Non-fugitive) Loading & unloading and Transportation by vehicles (fugitive and line

sources Air Quality Management Road - Regular repair (every 6 months) and Grading -Regular water sprinkling on haulage roads during dry conditions Drilling -Wet drilling and usage of sharper drill bits Trucks -Avoid overloading of trucks and unnecessary idling of vehicles Movement - Trucks to be covered with tarpaulin/plastic Enforcing speed limit (<25 kmph) Plantation -Green belt development and avenue plantation 9.1.2 Noise pollution and its mitigation Sources of Noise 1. Loaded trucks movement generates 80- 84 dB (A) (2-3 trucks short time stay at mine area) 2. Digging and excavation activities - 70 dB(A) (Only during day time) 3. Blasting (Occasionally) & drilling- (89 dB(A)), blasting gives only outburst of noise (if required Blasting operations only for few minutes ) 4. Normal values when mining is not in operation (40-45 dB(A) Control Measures

• Mining operations will be carried out during day time only and avoid inconvenience to the nearby habitations

• The noise propagation values found to be less than the prescribed noise limits

• Ear plugs will be provided to the noise prone areas • Blasting will be done through controlled methods (occasionally) • Vehicular maintenance will ensure less noise.

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• Usage of sharp teeth on the JCB will reduce noise during loading operations 9.1.3 Water Quality

As the proponent is allocated dump area to accumulate the waste generated from the quarry and retaining wall also will be provided so there is less impact anticipated on the water courses due to proposed quarry.

The rainwater flows through the slopes of the area and drained off through nalas. The ground water table in this belt is 50 m below surface and since the quarry depth will not reach upto this depth in the near future flooding by ground water is not anticipated. However, during rainy months, there is a possibility of wet conditions developing in the working pit. This will be minimized if not altogether eliminated by adopting simple techniques like digging trenches all round to drain off rainwater and preventing surface run off from entering and flooding working pit. The water will be pumped by using electric motor, if and when required, the mine drainage can be effectively managed and the pit kept dry to keep up the production schedule. Garland drains will be provided around the mine wherever required to arrest any soil from the mine area being carried away by the rain water 10.0 Occupational Safety and Health Safety precautions as per Metalliferrous mines Regulations and Mine Rules

and Act shall be taken. Minimum distance of 7.5 m will be left all along the mine lease boundary.

The mined out area will be kept out of bounds for public by providing fencing.

Occupational Safety and Health to Control Exposure to Noise * Reducing the exposure time of workers to the higher noise levels * Smooth blasting techniques, special explosives and silent non-explosive

demolishing agent will be used. 11.0 House Keeping Proper house keeping and cleanliness will be maintained in the infrastructure facilities. Wet mopping will be adopted to conserve water. Sign boards will be provided in the work areas and the road and building highlighting the safety and occupational aspects. 12.0 Transport Systems

The finished product is transported by road using road trucks. The lessee will deploy tippers to transport the waste blocks, unfinished and finished blocks from quarry site to yard and trucks to transport sized dimensional blocks from yard to

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destination. Cranes will do the loading of blocks. The materials while transporting do not pose any hazard. Sufficient parking facilities will be provided for vehicles loading and unloading of material. Safety signs will be displayed inside and outside the mine to avoid road accidents. 13.0 Afforestation Programme and Flora-fauna Flora and Fauna Due to water stress conditions and edaphic factors the biomass cover is less.

Tree coverage is less and mostly herbs and shrubs are dominating. The vegetation is very scarce. No plant species is found that is ecologically

important (Rare, endangered, threatened etc.) restricted to this area. The loss of biomass can be compensated by providing ideal conditions

(proper supervision, water, fertilizer etc.) for the proposed greenbelt. Other than domestic animals no ecologically important animals are reported

in this area.

13.1 Proposed afforestation The soil scraped from the surface will be stored temporarily along the edges of the mine till the complete extraction. This ensures proper preservation and utilization of the soil. 13.2 Proposal for reclamation of land affected by mining The proposed mining will result in reducing the height of the area and exposing the parent rock. It will be covered with a mantle of soil to serve the dual purpose of utilization of soil and reclaiming the ground affected by mining. The reclamation will commence after the completion of mining activity. 14.0 Environmental Greening Program

Environmental greening program is an important component of the Environment Management Plan and is an imperative requirement for any major industrial activity, as per the guidelines issued by the Ministry of Environment and forests, Govt. of India. Conceptualization, design and implementation of the proposed activity, taking into account the specific requirement of the proposed mining activity and the site conditions are presented. Each year some of the part of the barrier zone will be subjected to afforestation and care will be taken to protect the saplings. Fruit growing trees are proposed to be planted.

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Table 6.0 List of suggested plant species for Green Belt

No. Botanical Name Common

Name Height (m)

Color of the flower

Flowering time

1 Acacia arabica Nalla thumma 8.0-10.0 Yellow March-May

2 Aegle marmelos Maaredu 8.0-10.0 Greenish white

March-April

3 Albizia lebbeck (A.procera)

Diresina 10.0-15.0

Greenish yellow

April-May

4 Artocarpus integrifolia Panasa 6.0-8.0 - Feb.-March

5 Anogeissus latifolia Velama 10.0-15.0

Greenish Sept.-Jan.

6 Anacardium occidentale

Jeedi 3.0-4.0 Cream Jan.-Feb.

7 Anthocephalus cadamba

Kadambamu 10.0-15.0

Yellow Oct.-Dec.

8 Bauhinia variegata Devakanchanamu

7.0-8.0 Purple & white

Feb.-April

9 Cassia fistula Reela 9.0-13.0 Yellow March-May

10 Casuarina equisetifolia Sarvi 10.0-15.0

Inconspicuous

March-May

11 Delonix regia Peddathurai 8.0-12.0 White-orange

April- June

12 Nyctanthes arbortristic Paarijatha 2.0-3.0 White Oct.-Nov.

13 Lagerstroemia floreginae

China goranta 7.0-10.0 Liliac May-June

14 Mangifera indica Mamidi 7.0-8.0 White Feb.-March

15 Mimusops elengi Pagada 4.0-5.0 White Nov.-Dec.

16 Nerium odorum Ganneru 2.0-4.0 Red, white Feb.-March

17 Pithecellobium dulce Cheema chinta 8.0-10.0 White March-April

18 Putranjiva roxburghii Kudhuru 8.0-10.0 Inconspicuous

March-April

15.0 Socio-economic Environment

For the functioning of the mine approx. 48 manpower will be utilized and it

will not have any significant impact on economy of the local people It will have indirect benefit to the people of Telangana in the form of

collection of tax.

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Land allocated for road will be laid with avenue plantation along with lights which will be useful for the local people

No impact due to influx of population/ labour because the mine is very small

16.0 Disaster Planning

The mining operation shall be carried out under the management control and direction of a qualified mines manager holding a Second class manager’s certificate of competency to manage a metalliferous mine granted by Director General of mines safety (DGMS). DGMS have been issuing a number of standing orders and circulars to be followed by the mine management in case of disaster, if any. Moreover mining staff would be sent to refresher courses from time to time to keep them abreast of the regulations. However following natural/ industrial hazards may occur during normal operation Slope failure at the mine faces Accident due to explosives Accident due to heavy equipment/machinery Sabotage in case of magazine Accidents due to fly rocks and boulder

In order to take care of above hazards/disasters, the following control shall be adopted: All safety precautions and provisions of Metalliferous Mine regulation 1961

are strictly followed during all mining operations Checking and regular maintenance of garland drains and earthen bunds to

avoid any inflow of surface water into mining area Entry of unauthorized persons shall be prohibited Fire fighting and first aid provisions in the mines office and mining Area; Provision of all the safety appliances such as safety boots, helmets, goggles

etc. would be made available to the employees and regular check to ensure the use

Training and refresher courses for all the employees working in the hazardous premises

Working of mine as per approved plan, related amendments and other regulatory provisions

Cleaning of mine faces shall be done regularly Handling of explosives, charging and blasting shall be carried out by

competent persons only Provision of magazine at safe place with fencing and necessary security

arrangement Suppression of dust on the haulage roads by providing water sprinkling.

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17.0 Environment Management Cell

A Cell for Environmental Management within Mine lease area at the project level, will take the overall responsibility for co-ordination of the actions required for environmental management and mitigation, and for monitoring the progress of the proposed management plans and actions to be taken for the project. The Cell will be under the overall supervision of the Mine Manager, and responsible for monitoring of the implementation of the various actions which are to be executed by the agencies specified in the EMP. The Cell will be headed by Mine Manager and the other members of the cell that will include a Horticulturist and 1 no. of supervisor. The EMC will prepare a formal report on environmental management and mitigation for the Environmental Engineer at the Mine, at six-monthly intervals. Reports on any urgent or significant issues may be prepared at shorter intervals. Apart from responsibilities listed above, the EMC will have the responsibility of the following Collection of water and air samples within and outside the work zone Analyzing the water and air samples Implementation of the control and protective measures Land reclamation and vegetation Co-ordination of the environment related activities Collection of the statistics of health of workers Green belt development Awareness and implementing safety programmes Monitor the progress of implementation of EMP

18.0 Post Project Monitoring

The survey of air pollution comprises of the following monitoring aspects;

a. Ambient air quality Monitoring b. Noise Level Monitoring

Ambient air quality and noise level Monitoring will be carried out at minimum three stations, one station within mine site and two stations nearby residential areas outside the mine. Parameters like suspended particulate matter, sulphur dioxide, oxides of nitrogen carbon monoxide and lead will be monitored. The frequency of monitoring is preferably once in three months on 24 hour basis. The samples will be collected in accordance with the procedures given by CPCB. 19.0 Other Management Aspects Records will be maintained for the analysis of ambient air quality and noise levels. These records are not only required for the perusal of the Pollution Control Board authorities. The management will maintain the records as per the hazardous waste

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regulations and EPA regulations and apply for the annual consents for air and water, and renewal of authorization for the storage of hazardous waste as per the Hazardous Waste (Handling & Management) Rules, 1989. The records of hazardous waste manifest will be maintained. The format of the same is enclosed in appendix. The mine shall obtain the consent for operation (CFO) as required under section 25/26 of the Water act, 1974 and under section 21/22 of Air Act, 1981, before trial production and commissioning from the State Pollution Control Board. The CFO will be renewed each year by the management. The mine will submit environmental statement every year before September 30. The management ensures that it will comply with all the directions and regulations issued by the Ministry of Environment Forests and Climate Change, New Delhi and Central Pollution Control Boards. The Consent for Establishment, Consent for Operation will be displayed in a conspicuous location for the information of the inspecting authorities of different departments 20.0 Cost proposed for Environment Management Plan

Aspects Item Capital

cost (Rs.) Recurring cost (Rs.)

Remarks

Air pollution

Nose masks 20 No's - Rs. 25/- each

--- 24,000 Once a week. Replaceable, and cost can increase with time

Cloth for drillers 10 no's 1.0 m each @ Rs. 35/-

--- 16,800 Once a week. Replaceable, and cost can increase with time

Gunny bags for covering the surface of jackhammer holes

20,000 10,000 As and when needed, Lump sum.

Road wetting @ 1 Ltr/ Sq.m. and waste dump settling (1/4 of wetting & wet drilling) - 5000 Ltrs tank @ Rs. 250/-

--- 50,000 Water tanker cost @ one tanker per day for 300 days

Plantation on road side - 2m interval and buffer zone - 3m interval plus maintenance

50,000 20,000 Re-plant the non-surviving plants, watering and protection from animals Greenbelt and Nursery

development 30,000 20,000

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Water pollution

Construction of garland drains

20,000 10,000 Once only for the lease period/life of mine

De-silting operations - 20,000 10,000 Yearly and manual operations

Construction of check dams

20,000 10,000 Once in year, cost incurred is to buy sand bags and filling sand

Construction of retaining wall for waste dump in slope side

15,000 10,000 Cost of construction of wall around the dip side of the dump.

Noise pollution

Maintenance of machinery suitably - Rs. 5000 per 3 months

20,000 10,000 Included in main cost

PPE's like Ear muffs 30 No’s- Rs. 25 each

10,000 5000 Once in three months

Occupational Safety and Health

Providing First aid kits - 2 No's and fire extinguishers - 2 No's

10,000 8,000 Once in year, replace by conducting periodical checkup

Providing Personal protective equipments to all employees (hand gloves @ Rs. 40, safety shoe @ Rs. 1200 and helmet @ Rs. 300)

45,000 20,760 Safety shoe twice in a year, helmets once in three years and hand gloves thrice in a year

Training and awareness programs on risk factors during emergencies by the experts

20,000 10,000 Once in six months and create sign boards about the risk and safety precautions regularly

Periodical medical checkup and supply of medicines

20,000 10,000

Once in a year and supply of medicines for every three months

Infrastructure Road Repaires and 30,000 15,000 Once in a year

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lightening especially during monsoon

Environmental monitoring

Ambient air quality studies - Once in a month - 2 locations

- 2,000

Will be done through MoE&F recognised laboratories

Water quality studies - Once a year - 2 Locations

- 2,000

Noise studies - Once in six months - 2 Locations

- 1,500

Vibration studies - 3,000

Grand Total 3,30,000 2,68,060