Sccl, Gdk Mines, Karimnagar Dist., Exe Sum Eng

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    EXECUTIVE SUMMARY OF DRAFT EIA / EMP

    FOR THE

    ENVIRONMENTAL PUBLIC HEARING OF THE PROPOSED

    CLUSTER OF GDK 1&3, 2&2A AND GDK 5 INCLINES

    UNDERGROUND COAL MINING PROJECTS

    NEAR JANGAON, SUNDILLA, MUSTYALA AND JALLARAM VILLAGES

    RAMAGUNDAM & KAMANPUR MANDALS,

    KARIMNAGAR DISTRICT, A.P.

    DEPARTMENT OF ENVIRONMENT

    (ISO 9001:2008 CERTIFIED AND QCI / NABET ACCREDITATED ORGANIZATION)

    THE SINGARENI COLLIERIES COMPANY LIMITED(A Government Company)

    KOTHAGUDEM - 507 101 (A.P.)

    JULY 2013

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    CONTENTS

    1. Introduction--- 1

    2. Description of Project --- 1

    3. Description of the environment--- 5

    4. Alternatives 10

    5. Anticipated Environmental Impacts and Mitigation Measures 11

    6. Environment Management Planmental 14

    7. Environmental Monitoring Programme 14

    8. Additional Studies 15

    9. Project Benefits 15

    10. Fund Provision for Environment Protection & Management 15

    11. Mine Closure Plan 15

    12. Conclusion 15

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    Executive Summary of Draft EIA / EMP of the proposed GDK 1&3, 2&2A and GDK 5 Inclines

    The Singareni Collieries Company Limited1

    EXECUTIVE SUMMARY OF DRAFT EIA / EMP OF THE

    PROPOSED EXPANSION OF GDK 1&3, 2&2A AND GDK 5

    INCLINES

    1 INTRODUCTION

    Singareni Collieries Company Limited (SCCL) is the only coal producing company in

    southern India and is jointly owned by Government of India and Government of Andhra

    Pradesh. More than 80% of companys coal production is being supplied to thermal

    power plants and balance coal is supplied to cement and other coal-based industries.

    In order to meet the production targets fixed by Ministry of Coal (MoC) for XII five year

    plan basing on increasing demand for coal from coal based industries and to compensate

    the production lost due to the closed mines, SCCL has formulated certain initiatives forincreasing / maintaining the coal production.

    - Reconstruction of existing mines for optimum production by intermediate and high

    technology.

    - Enhancing the production capacity of existing mines by improving the utilization of

    equipment.

    - Opening of new mines in the adjoining / superjacent areas or seams for higher

    production.- Adopting opencast methodology wherever possible for high rate of production. Thin

    seams which are not extracted by underground methods can be extracted with

    opencast method and it also yields high percentage of extraction.

    - Conversion of shallow underground workings to opencast method for extraction of

    balance coal reserves.

    - Extension of the existing opencast workings to further dip side up to optimum level.

    The present proposal is to enhance the coal production in the existing three under groundmines namely GDK 1&3, 2&2A and GDK 5 Inclines from 1.154 MTPA to 1.734 MTPA in a

    mine take area of 1356.85 Ha. up to the maximum depth of 600 m. The balance

    extractable coal reserves in the proposed three underground coal mines are 54.16 MT.

    2 DESCRIPTION OF THE PROJECT

    2.1. Location of the project

    The mine take area of these three mines (GDK 1&3, GDK 2&2A and GDK 5 Inclines)

    forms the northern part of Ramagundam Coal Belt falling in South Godavari Mining Block

    located in Ramagundam and Kamanpur Revenue mandals of Karimnagar district in

    Andhra Pradesh. The area is covered in Survey of India Topo Sheet No. 56 N/9 & N/10.

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    The Singareni Collieries Company Limited2

    The longitude and latitude details are as given below. Location plan of the projects is

    enclosed as Annexure.

    Longitude / Latitude GDK 1&3 Incline GDK 2&2A Incline GDK 5 Incline

    North Latitudes 18

    0

    4524-18

    0

    4653 18

    0

    4442-18

    0

    4542 18

    0

    4338-18

    0

    4519East Longitudes 7903025 - 7903229 7903115-7903238 7903119-7903314

    2.2. Nature of the Project

    The proposed expansion of Cluster of mines are aimed at extracting coal from

    underground through inclined tunnels without causing disturbance to the surface features

    lying over the property by adopting hydraulic sand stowing method by introducing

    intermediate technology with Side Discharge Loaders (SDLs) / Load Haul Dumpers

    (SDLs) in place of manual loading system in a phased manner

    2.3. Size of the Project

    The proposed Cluster of GDK 1&3, GDK 2&2A and GDK 5 Incline project is planned for

    enhancement of production capacity of 1.154 MTPA to 1.734 MTPA and increasing the

    lease hold area from 1272.44 Ha to 1356.85 Ha. and the project is categorized as A as

    per the provisions 1(a) of schedule of the EIA Notification, 2006 vide SO 1533 dated

    14.9.2006 and subsequent amendments vide SO 3067, dated 1.12.2009. The ToR was

    obtained for these Cluster of mines vide MoEF. Lr. No. J-11015/216/2012-IA.II(M) dated

    14thDecember 2012. The salient features of the Cluster of mines are as given below.

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    The3

    Sl. No Item GDK 1&3 Incline GDK 2&2A Incline

    1. Name of the mine : GDK 1&3 Incline GDK 2&2A Incline

    2. Proposed Place : Jangaon Sundilla, Jangaon

    3. Name of the Organization : S.C.Co. Limited S.C.Co. Limited

    4. Present Mining Method : Underground Mining Underground Mining

    5. New / Expansion project : Expansion Project Expansion Project 6. Present Production Capacity : 0.344 MTPA 0.450 MTPA

    7. Proposed Production Capacity : 0.486 MTPA 0.648 MTPA

    8. Present Mine take area : 457.25 Ha 282.76 Ha

    9. Proposed Mine take Area : 541.66 Ha 282.76 Ha

    10. Category as per EIA Notification : A A

    11. Land Requirement :

    Forest Land : Nil Nil

    Non Forest Land : 541.66 Ha 282.76 Ha

    12. Land Acquisition Details :

    Non Forest Land Acquired by SCCL : 541.66 Ha 282.76 Ha

    Land to be acquired : Nil Nil 13. Geological Reserves of the block : 386.42 MT

    14. Geological reserves considered for UG mining : 317.87 MT

    15. Extractable Reserves by UG mining : 108.08 MT

    16. Reserves already extracted : 53.90 MT

    17. Balance Extractable Reserves : 23.61 MT 11.34 MT

    18. Borehole density : 12.4 BH/Sq. Km 12.4 BH/Sq. Km

    19. Workable Seams : I, II, III & IV I, II, III & IV

    20. Gradient of seams : 1 in 4 1 in 3 to 1 in 4

    21. Quality of Coal : G2 & G9 G7 & G9

    22. Main Consumers : Basket Linkage Basket Linkage

    23. Mode of Transport outside ML : Road and Rail Road and Rail 24. Manpower : 1554 1930

    25. Life of the life : 65 Years 21 Years

    26. Capital Cost : Rs. 175.00 Lakhs Rs. 41.00 Lakhs

    27. Involvement of R&R : Nil Nil

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    2.4. Land use of the acquired land:

    The total mine take area of the proposed mines is 1356.85 Ha. No Forest land is involved

    in these Cluster mines. The total land acquired in these Cluster mines is 843.39 Ha., for

    establishing the required surface infrastructure.

    Land use of acquired land for various activities of the projects (Figures in Ha.)

    Sl.No.

    Land Use details of AcquiredLand

    GDK

    1 & 3 Incs.

    GDK

    2 & 2A Incs.

    GDK

    5 Inc.Total

    1. Pit head infrastructure 4.32 4.87 6.05 15.24

    2. Workshop, MVTC, Stores, CHP, etc. 5.60 6.27 0.67 12.54

    3. Approach Roads 12.24 5.88 18.34 36.46

    4. Township/ colony 6.00 0.00 0.00 6

    5. Sand Stock Yard and stowing bunker 22.60 20.50 47.43 90.53

    6. Existing Plantation 62.71 107.45 128.60 298.767. Plantation proposed 27.20 14.75 205.12 247.07

    8. Any other (pl.specify) 0

    Area vacant in patches 44.23 42.24 34.68 121.15

    Grave yard (s) 2.00 -- 3.00 5

    Sammakka jathara yard /idga yard 8.64 -- 2.00 10.64

    Land use SCCL Acquired Land 195.54 201.96 445.89 843.39

    2.5. Description of underground mining

    The following activities are involved in the extraction of coal in the proposed underground

    mine.

    - Bord and Pillar method with semi-mechanization is proposed to be adopted in place

    existing hand section mining.

    - Inclines have already been driven from surface up to the coal seams, galleries are

    driven at regular intervals from level galleries and inter connection will be made to form

    pillars

    - Drilling and blasting is being done as per DGMS guidelines and panels are being

    extracted using Side Discharge Loaders (SDLs) / LHDs- Coal produced is being loaded in to the tubs and hauled to mine surface by using set

    of haulers including direct hauler installed at surface

    - The coal reaching the surface is being transported to centralized CHP for discharge to

    consumers through road / rail transport.

    After the completion of development, depillaring operations will be done in seams one

    after the other in descending order. All the mining operations is being carried out as per

    the statutory provisions of Mines Act for the safety, health and welfare of the employees

    working in the mine. Conditions as stipulated by Ministry of Environment and Forests

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    The Singareni Collieries Company Limited5

    (MoEF) and Andhra Pradesh Pollution Control Board (APPCB) in the process of

    according Environmental Clearance will be implemented in the proposed mines.

    3 DESCRIPTION OF ENVIRONMENT

    Detailed baseline environmental studies have been conducted through EPTRI,Hyderabad during summer 2012 (March - May 2012) to assess the environmental status

    in respect of air, water, noise, land and soil quality in core zone and buffer zone (i.e. 10

    Km radius study area) of the Cluster of mines. The environmental baseline data conforms

    to the requirement of EIA Notification, 2006 vide S.O. 1533, on 14.09.2006 and

    subsequent amendments vide S.O. 3067, dated 1.12.2009 and MoEF issued ToR for EIA

    / EMP preparation on 14thDecember 2012.

    3.1 Physical ResourcesThe block area of Cluster of mines i.e, GDK 1&3 Incline, GDK 2&2A Incline and GDK 5

    Incline mines are gently sloping towards north and north east with minor undulations. The

    slope is about 8 m/km. The area is underlain by sandy soil cover ranging in thickness

    from 1.5 to 4.6 m. and at places it is up to 7.0 m. The topographic elevation varies from

    156 m to 131 m above mean sea level dipping towards north and north east i.e. towards

    Godavari River. The drainage is affected by Godavari River supplemented by seasonal

    nallahs.

    Ramagundam area is of gently undulating terrain, dotted with hillocks and intervening

    sand patches. The average elevation of this area varies from 123 m. above MSL on the

    northeastern side to 170 m. above MSL on the southwestern side, with a gentle slope

    towards Godavari River in the northeast. The hilly region on the southwestern side is of

    beveled cuesta type with intervening depressions. Along the Godavari River, the area is

    periodically flooded. It is a well drained flood plain of thick un-consolidated alluvium. The

    mines are mostly of plain terrain.

    Drainage of Core Zone:

    GDK 1&3 Incline: River Godavari flows along East West direction and is situated

    towards North side of the property. Highest Flood Level (HFL) of the same, recorded in

    the year 1995, was 835.95m. The RL of the pit mouth of GDK 1 Incline is 852.885 m and

    GDK 3 Incline is 850.008. Over the property of the GDK 1 Incline, one Jangaon Tank

    exists at the dip side of the property, below which workings are situated at a depth of 350

    m. A seasonal nallah flows along south side of the property where the depth of the

    working would be more. A surface drain exists beside GDK 1 Incline office, through which

    excess water of mine discharge flows.

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    GDK 2&2A Incline:The area is mostly plain with gentle slope towards East. The ground

    elevation with reference to MSL varies from 138.28m to 154 m with an average slope of

    6m/km. The surface drainage of the mine take area is affected by a nallah running along

    the raise side boundary and southern boundary of the property joining into Sundilla tank

    situated on the dip side property. The size of the nallah was 3 m to 12 m wide x 3 m to 6

    m depth. The HFL of the nallah was 145.9m. Against this nallah, an embankment was

    provided about 1.2 KM length having 3 m width at the top and 14 m width at the bottom.

    The top RL of the bund is 148.0 m. The nallah flows at a minimum distance of 150 m from

    mine entries. The entries of the mine are 5 m higher than HFL.

    This Sundilla tank at south eastern side of the of the property is of the size 600 m in

    length x 300 m in width x 1 m in depth. Against this tank, an embankment has been

    provided having 3 m wide x 2 m height with top of the RL of 843.92 m. The water

    overflows towards out side of the mine area along dip side mine boundary and joins at

    Jangaon tank which is 1KM away from the mine boundary.

    GDK 5 Incline:The surface drainage of the mine take area is affected by three small

    nallahs. All the mine entries are 5 m higher than HFL of these nallahs.

    - Nallah No.1 is flowing over the rise side boundary barrier of GDK No. 5 Incline &

    GDK No. 6 Incline on south east direction.

    - Nallah No. 2 is flowing between 26 Dip - 28 Dip and 10L - 37L of 4 Seam in North

    East direction and merged in Nallah No.4.

    - Nallah No.4 is flowing over the dip side boundary barrier of GDK 5 Incline and

    GDK 2 Incline on south east direction.

    Drainage of Buffer Zone:

    The study area is well drained by Godavari River and its perennial tributaries like Bokkala

    vagu and Jallaram vagu. The drainage of this area is of dendritic type, flowing south

    easterly and easterly. The highest flood level of Godavari River is 136.7 m above MSL.

    Meteorology (Climate)

    The climate of the region is characterized as tropical. A distinct hot summer from March

    to May with occasional dust storms, a good monsoon between June and September and

    a fair weather with variable winds from October to November and a pleasant winter from

    December to February, characterize the climate of the region.

    Rainfall

    Rainfall data being monitored at Ramagundam gauging station for last 39 years (1974-

    2012) was analysed. During this period, the annual rainfall varies from 621.1 mm (2004)

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    The Singareni Collieries Company Limited7

    to 1697.3 mm (1983), with a mean of 1096.97 mm. The maximum monthly rainfall is

    707.2 mm (July 1988).

    3.2 Air Environment

    Different air pollution parameters like Particulate Matters less than 10(PM10), ParticulateMatter less than 2.5 (PM2.5), Sulphur Dioxide (SO2) and Nitrogen Oxides have been

    identified as critical parameters relating to project activities for representing baseline

    status of ambient air quality within the study area in accordance with the Terms of

    Reference (ToR) issued by MoEF. To assess the base line ambient air quality, twelve air

    quality monitoring locations were selected covering core and buffer zone of the Cluster of

    GDK 1&3, 2&2A and GDK 5 Inclines within 10 Km. radius of study area.

    Air Quality Status in Core Zone:Ambient air quality for the core zones shows that PM10 concentration varied from 96

    g/m3 to 127 g/m3with a mean of 117 g/m3. PM2.5 concentration varied from 50.30

    g/m3to 73.20 g/m3with a mean of 63.60 g/m3. The NOxand SO2concentration varies

    from 15.00 g/m3 to 22.30 g/m3and 11.20 g/m3 to 16.60 g/m3 respectively. All the

    values are found within prescribed limit as per Ambient Air Quality Standards prescribed

    by MoEF for Coal Mines.

    Air Quality Status in Buffer Zone:The concentration of PM10 varied from 61 g/m

    3 to 88 g/m3 and the maximum

    concentration of 88 g/m3 recorded at Jangaon village. The PM2.5 concentration varied

    from 28.4 g/m3to 47.4 g/m3and the maximum concentration of 47.4 g/m3recorded at

    Jangaon village. The SO2 and NOxconcentration varies from 10.50 g/m3to 16.70 g/m3

    and 13.20 g/m3 to 20.30 g/m3 respectively. All the values are found within prescribed

    limit as per Ambient Air Quality Standards prescribed by MoEF for Coal Mines and

    National Ambient Air Quality Standards.

    3.3 Mineralogical Composition

    The mineralogical composition for the Particulate Matter size less than 10 collected at

    all air quality monitoring locations (one sample per location, which was based on

    maximum PM concentration) within the 10 Km radius of the study area and analyzed as

    per standards. The samples were analyzed for Chromium, Iron, Nickel, Arsenic,

    Cadmium, Mercury, Lead, Cupper, Zinc and it is found that there are no harmful heavy

    metals present in the particulate matter.

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    3.4 Water Environment

    The major water source in the area is Tanks and Ground water. The impact of the

    proposed project on the water environment is assessed by studying the water quality of

    ground water and surface water bodies sources with in the study area. The sampling

    stations were identified considering the proximity to project site and its effect on the water

    quality. A total of eleven water samples i.e. five samples from surface water sources,

    three samples from ground water sources and three samples from mines discharge were

    collected and analyzed for various physico-chemical and bacteriological parameters. The

    water quality results were compared with the standards of ground water quality with IS:

    10500 and Surface water quality with ISO: 2296, 1982 & CPCB water quality criteria

    Surface Water Quality

    From the results it can be seen that, pH values were found to be in the range between 6.9

    to 8.6. The least pH value of 6.9 was found to be at Nalla Cheruvu and highest pH value

    of 8.6 was observed at Godavari River Downstream. Colour, Nitrates, Fluoride

    concentrations were well within the tolerance limits. The TDS concentrations were within

    the tolerance limit of 1500 mg/L, except for the sample collected at Nalla Cheruvu where

    it was observed above the permissible limits. The chloride & sulphates concentrations

    were within the tolerance limit of 600 mg/L and 400 mg/L respectively, except for the

    sample collected at SW3, where it was observed above the permissible limits.

    The concentrations of Arsenic (As), Cadmium (Cd), Copper (Cu), Chromium (Cr), Nickel

    (Ni) and Lead (Pb) were found to be below their detection limits. The concentrations of

    Iron (Fe) and Zinc (Zn) were below the stipulated standards at all the surface water

    locations.

    Total coli forms and fecal coli forms were present in all the surface water samples

    collected in the study area. E.coliwas present in surface water samples collected at all

    the locations except at SW-4, where it was found to be

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    From the analytical results, it is seen that the water samples collected from the locations

    requires suitable treatment to make them potable. For all the groundwater samples both

    TDS and Total hardness were found to be above the desirable limits. Under natural

    condition, the composition of ground water depends on the composition of rainwater, soil

    strata and aquifer materials and changes with time and space. Rainwater harvesting

    could ease the situation considerably as enabling more percolation or infiltration of

    rainwater, TDS levels could be reduced.

    3.5 Noise Levels

    A detailed survey on noise environment was carried in and around the Cluster mines to

    study the hourly equivalent noise levels. Noise levels were measured for 24 hours on

    hourly basis by using a High precision Sound Level Meter at five locations within the

    study area.Average Leq values have been recorded at each location for every hour both

    during day and night time. It is observed that the noise levels during day time and night

    time in the core as well as in buffer zone of the proposed Cluster project are within the

    stipulated standards.

    3.6 Land Environment

    Core Zone

    For the analysis of land use & land cover in the study area of the proposed Cluster of UG

    mines, satellite data of IRS P VI Satellite Liss III (buffer zone for both Kharif & Rabi

    seasons) & IRS R2 Satellite Liss -IV (Core Zone) has been utilized.

    The extent of various land use land cover classes under respective classes are, Built up

    land of 69.23 Ha (5.1%), Agriculture land of 531.87 Ha (39.19%), Water bodies of 42.14

    Ha (3.11%), Waste land of 670.04 Ha (49.39%) and Others 43.57 Ha (3.21%).

    Buffer Zone (10 KM)

    For the analysis of land use & land cover in the study area of the study area, the IRS PVI

    Liss III Multidated (Kharif and Rabi) satellite data has been used.

    The extent of various land use land cover classes under respective classes are, Built up

    land of 3801.16 Ha (8.0%), Agriculture land of 26828.85 Ha (56.5%), Forest land of

    2828.5 Ha. (5.95%), Water bodies of 4130.07 Ha (8.7%), Waste land of 6814.66 Ha

    (14.35%) and Others 3087.69 Ha (6.5%).

    Within 3 km of the Buffer Zone

    The extent of various land use land cover classes under respective classes are, Built up

    land of 1215.74 Ha (13.47%), Agriculture land of 5066.17 Ha (56.13%), Water bodies of

    841.56 Ha (9.32%), Waste land of 1347.28 Ha (14.92%) and Others 554.76 Ha (6.16%).

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    The Singareni Collieries Company Limited10

    With 5 km of the Buffer Zone

    The extent of various land use land cover classes under respective classes are, Built up

    land of 1984.13 Ha (11.65%), Agriculture land of 9425.72 Ha (55.34%), Water bodies of

    1591.66 Ha (9.34%), Waste land of 2770.11 Ha (16.26%) and Others 1260.78 Ha

    (7.41%).

    3.7 Soil Quality

    To assess impact of the mining on soil in and around cluster mines site and the effect on

    agricultural field, baseline soil quality of the area has been evaluated with respect to

    physical and chemical parameters for seven soil samples in the study area.

    pH is an important parameter which indicates the alkaline or acidic nature of soil. Soil of

    all the villages of the study area are slightly acidic to strongly alkaline in nature having pHin the range of 6.4 to 8.5. This pH range is low to moderately suitable for growth of plants.

    3.8 Biological Environment

    The primary scope of the present study is to conduct a rapid floral and faunal appraisal

    and examine the impacts of expansion of Cluster of three underground mines on

    biological (terrestrial and aquatic flora and fauna) and surrounding ecology. Detailed

    biological studies have been carried out for the core zone / area (mine lease area) and

    buffer zone / area (10 Km radius from the periphery of proposed mines). It has been

    noticed there are no endangered or endemic species present in the study area of

    the project.

    3.9 Socio-Economic Environment

    The proposed Cluster of GDK 1&3, 2&2A & 5 Incline mines is surrounded by 49 villages

    within 10 km radius. The socio economic aspects, demographic structure, economic and

    livelihood pattern of the 49 villages was analysed based on the secondary data.

    Primary data has been generated by adapting a simple random sampling method. Out of

    49 villages, 10 villages are identified which have maximum number of households. Within

    these villages, 6% of households was taken randomly and attained the sample size of

    200 households.

    As the area is well developed and mining is being carried in this area from quite long

    time, infrastructure, quality of life, other social factors are found good.

    4 ALTERNATIVES

    Coal mining is site specific in nature and the present proposal is for enhancement of coal

    production from the existing cluster of underground mines namely GDK 1&3 Incline, GDK

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    2&2A Incline and GDK 5 Incline mines from 1.154 MTPA to 1.734 MTPA in the existing

    South Godavari Mining Lease. The total mine take area of the proposed Cluster of GDK

    1&3 Incline, GDK 2&2A Incline and GDK 5 Incline mines is 1356.85 Ha.

    5 ANTICPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURESThe section summarizes the pollution potential of the proposed project, its possible

    impacts on the surrounding environment during pre-operational and operational phases

    and the necessary management actions proposed for control and abatement of pollution.

    5.1 Impact due to Air Pollution and its Management

    The dust pollution control measures that being taken are more as preventive measures

    because the generation or emission is not through stacks but from various mining

    activities. The following measures are being taken in this regard.

    Effective water spraying arrangements in underground working places as well as at

    coal loading bunkers at pithead on surface.

    Water spraying arrangements are being made by suitable means at underground

    haulage roadways, junctions and other transfer points

    Enclosures at coal transfer points.

    Water spraying arrangement along coal transport route within the mine premises.

    Clearing off coal dust heaps on surface.

    Black topping of permanent coal transport route.

    Watering of roads at regular intervals

    Plantation within the mine premises and also along coal transport route

    Proper periodic maintenance of vehicles, etc.

    Covering the trucks with tarpaulin while transporting coal.

    The underground workings of the mine are being well ventilated by adequateventilation arrangements. The requirements and standards specified in this regard by

    Director General of Mines Safety (DGMS) would be adhered to.

    5.2 Impact on Water Environment

    Seepage of ground water is incidental to mining. The seepage water is being utilised for

    industrial purposes such as dust suppression, plantation, fire fighting etc. Excess water is

    being discharged onto land that ultimately gets into nearby streams and not having any

    impact except for TSS & TDS. Other properties of water by and large remain unchanged.

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    Presently, treatment of mine discharge water is being done in settling tanks to remove

    suspended solids and the same is being let out in to the natural drainage.

    Some of the control measures that are being taken for controlling water pollution are as

    follows:

    The mine discharge water, which may contain coal fines, needs sedimentation, before

    discharge into the natural water course / open land. The treatment facilities such as

    sedimentation, filtration and chlorination are being provided for mine discharge, so as

    to conform to the effluent standards as prescribed by MoEF.

    The effluents from service building are being collected by a sewerage system and

    treatment by means of septic tanks and soak pits is proposed. There will not be any

    impact as the treated sewage is discharged after treatment.

    Sewage is being treated in septic tank followed by soak pit for existing townships in

    RG - I Area.

    Based on the hydro geological studies using Groundwater Estimation Committee (GEC)

    1997, it is revealed that, the present stage of ground water development within 10 km

    distance from the edge area around GDK1&3, GDK 2 & 2A and GDK 5 inclines cluster

    mines is 84.79%. The trend of the phreatic surface in this area is showing marginal

    decline. Based on this data, this area is categorised as Semi Critical.

    Hence, it is proposed to take up ground water recharge measures in the area for bringing

    back the stage of ground water development to the safe category. For this, suitable water

    conservation measures and artificial ground water recharge methods will be taken up in

    consultation with A.P. State Ground Water Department.

    5.3 Impact due to Noise Pollution and its Management

    The existing equivalent noise level in the existing mines core zone are in the range of

    62.32 dB(A) - 65.82 dB(A) during day time and 50.21 dB(A) - 54.56 at night which are

    well within the stipulated standards. The anticipated noise levels are based on the

    prevailing noise levels measured at the mine site.

    As the mining operations are carried out in underground, there is no significant impact on

    the existing noise levels. The only increase in noise levels could be due to coal dispatch

    arrangements and surface mine ventilation fan and the same is being abated by

    developing a green belt around the fan house and the mine site. Hence, there will not be

    any persistent impact on the surrounding environment due to noise. As the miningoperations are being carried out in underground, there is no impact due to blasting and

    vibrations.

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    The following noise control measures are being taken in the cluster of GDK mines for

    mitigating noise pollution.

    The main mechanical ventilators (MV Fans) have been provided with evasee for

    dampening noise.

    Height of fall is minimized at all coal transfer points and internal lining of bins and

    chutes.

    In the high noise intensity working areas / zones earmuffs or earplugs or any other

    suitable personal protective equipment is being provided to the workmen.

    Regular noise level monitoring is being done periodically for taking corrective action,

    wherever required.

    Management of manpower working in high noise level areas such that the assignment

    is distributed amongst more persons thereby reducing individual exposure to high

    noise level to fewer hours in a shift and maintaining equivalent noise level exposure a

    shift to acceptable limit.

    Extensive green belt development along the roads and around the offices to create a

    barrier or screen between the source and the receiver so that the noise is absorbed

    and the exposure level is minimized.

    It is therefore expected that the exposure level will be within the permissible limits with

    these measures even after expansion of Cluster of UG mines.

    5.4 Impact on land and its management

    The mine take area of the proposed mine is 1356.85 Ha. which is completely non forest

    land. As the mining operations are being carried out below ground, the initial land

    required for establishing the pit-head infrastructure and others has already been acquired

    and established. Hydraulic sand stowing is proposed for extraction of seams because of

    complexity of the seams structure and to protect the surface features like Jangaon village,

    Sundilla and Jangaon tanks etc. The size of the panels is designed keeping in view of the

    stowing operations.

    Subsidence prediction studies using 3D numerical modelling for the three mines were

    carried out by Institute of Technology, Banaras Hindu University, Varanasi. IT - BHU,

    Varanasi has not suggested any subsidence management as the maximum tensile strain

    caused due to subsidence is below 10 mm/m through out the life of the cluster of mines.

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    5.5 Solid Waste and its Management

    As these three underground mines are operating mines, no further solid waste will be

    generated during drivage of tunnels and air shaft sinking which were already completed.

    However, solid waste generated during inter seam tunnelling and bottom blasting for

    during track laying will be used for underground track ballasting, levelling of the uneven

    floors and strengthening of surface bank head. Further, the rejects from mines and GDK

    1 CHP is being used for laying road, filling of cracks developed due to subsidence and

    pitching of embankments etc.

    5.6 Impact on Socio Economic Environment

    No Rehabilitation and resettlement is involved in this mine. The proposed enhancement

    of production from the Cluster of underground mines can have beneficial impact on socio-

    economic front. The proposed expansion of mining activities in the cluster mines also can

    bring to them further facilities like secondary employment, increase in existing medical

    and communication facilities etc. A common central township is provided on non-coal

    bearing area with facilities like dispensary, schools, recreation clubs, well-lighted internal

    roads, drinking water supply, sewerage system and dustbins etc.

    6 ENVIRONMENT MANAGEMENT PLAN

    Environment Management Plan (EMP) aims at the preservation of ecological system by

    considering in-built pollution abatement facilities at the proposed site. Mitigationmeasures at the source level and an overall environment management plan at the study

    area are elicited so as to improve the supportive capacity of the receiving bodies. The

    EMP aims at controlling pollution at the source level to the possible extent with the

    available and affordable technology followed by treatment before they are discharged.

    Environmental monitoring programme has been prepared for the proposed expansion of

    Cluster mines for assessing the efficacy of implementation of Environment Management

    Plan and to take corrective measures in case of any degradation in the surrounding

    environment.

    7 ENVIRONMENTAL MONITORING PROGRAMME:

    Post-project environmental monitoring programme has been envisaged for the project to

    monitor the impact of coal mining operations on various environmental attributes. Air

    quality, water quality, noise levels, ground water levels will be periodically monitored in

    compliance to the conditions stipulated by APPCB and MoEF and necessary mitigation

    measures will be taken as and when necessary.

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    8 ADDITIONAL STUDIES

    The effect of subsidence on the various surface features due to the proposed mining

    operations has been studied by IT - BHU, Varanasi. After considering the geo mining

    parameters, it has been proposed to extract the panels by Bord & Pillar method with semi

    mechanization with hydraulic sand stowing.

    Rehabilitation and Resettlement Plan

    No rehabilitation and resettlement is involved in these Cluster of mines.

    9 PROJECT BENEFITS

    - Indirect employment opportunities to local people and improvement in

    communication, education, community development and medical facilities.

    - The project will help in socio-economic development of the area and also the state- The project helps in further development of infrastructure facilities

    10 FUND PROVISION FOR ENVIRONMENT PROTECTION AND MANAGEMENT

    In order to implement the environmental protection measures, an amount of Rs. 125.00

    lakhs is provided in capital cost.

    11 MINE CLOSURE PLAN

    Mining being a temporary venture must be closed after exhaustion of the minerals being

    exploited. Closing a mine without adequate planning of post mining activities may induce

    severe negative impacts on environment in the post closure stage. Closing of mining

    operations involves numerous issues like reclamation and environmental protection,

    community issues, socio-economic consideration, planning for alternate use of available

    facilities, cost estimation and asset disposal. The total mine closure cost for the cluster

    mines mine is estimated at Rs. 6421.77 Lakhs.

    12 CONCLUSION

    The industrial and economic growth of India depends to a large extent on coal, which is

    the prime source of energy. Our requirement of coal has greatly increased as we

    progress from one five-year plan to another. The demand of coal on SCCL by the end of

    XII Plan is around 79.69 MTPA. The major requirement will come from the power sector.

    The balance coal is required for other industries like Cement, Sponge iron etc.

    As a strategy of SCCL for maintaining / increasing the coal production, the present

    proposal is made for enhancing the production from the existing underground mines.

    The industrial development and consequent economic development should lead to

    improvement of environment through better living and greater social awareness. As

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    mining cannot be stopped unless we want to revert back to medieval ages, solution lies in

    advanced planning and environmental management and protection as a part and parcel

    of the mining system.

    From the detailed analysis of the environmental impacts and the remedial measuresproposed, it can be concluded that no significant deterioration in the eco-system is likely

    to occur due to the proposed underground mine. On the other hand, this project is likely

    to have several benefits like improvement in indirect employment generation and

    economic growth of the area, by way of improved infrastructure facilities and better socio-

    economic conditions.

    * * * * *