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M/S. RAJ MINERALS
EIA & EMP REPORT
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CHAPTER-1
INTRODUCTION
Profile & Background of the Proponent: The Project proponent Smt. Raziya
Khanum Proprietor of M/s. Raj Minerals has been in the trade of Mining & Marketing for
more than 25 years and has sufficient experience in extraction of Iron & manganese
ore. The mine is operated under the guidance & supervision of Sri. B.R. Ashfaq Ahmed
Khan who is the Attorney Holder of the lease area and will be responsible to carry out
the proposed mine operations as contemplated in the Mining Plan and Environmental
Management Plan.
Objective of the Project
The objective of the proposed project is to mine iron & manganese ore which shall be
sold in the domestic market for the Sponge iron plants, local Ferro alloys for
manufacture of manganese steel and to intermediate parties. The quality of the mineral
sold will be as per the requirements of the user industry. The low grade usually finds
use in manufacture of pig iron in blast furnace, high grade in Steel making.
The mining lease area with M.L. No. 2557 (Old M.L.No.1575) is located at
Doddabyaladakere village of Hosadurga Taluk, Chitradurga District. The above said
mining lease is a Government revenue land over an extent of 12.58 Hectares bearing
the Sy. No. 38 and 59.
The project was accorded Environmental Clearance by MOEF, Government of India for
production capacity of 0.304 million tones/annum of Iron Ore & 0.015 million
tones/annum of Manganese Ore as required under EIA Notification – 1994 vide letter
No. J11015/78/2006-IA.II (M) dated 24.01.07.
The lessee is now desirous of further expansion of the mining production in the
production levels by mechanized method of mining in combination with 10 tons capacity
tippers as proposed in the approved Modified Mining Plan to maintain the production
capacity of the mines at a max of 15,390 tons/ annum of Manganese ore & 3.04 lac
tons/annum of iron ore. The mineable reserve estimated is about 11.62 lac tons of iron
ore & 0.93 lac tons of manganese ore for which an anticipated mine life at the proposed
capacity would be about 10 years.
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The Mining Lease area is so located that:
There are no metropolitan cities within 10 kms of the ML area.
There are no National park or wildlife sanctuary lies within the buffer zone or
nearby this region.
Ecologically sensitive areas such as tropical forests, biosphere reserves and
coastal areas rich coral formation fall do not in the region.
The site does not fall within ½ km of any highway or railway.
Displacement of people is not required.
Sensitive places of notified archaeological, historical or tourist importance do
not lie within or nearby the buffer zone.
The area is approachable by all Weather roads and is about 10 Kms from Huliyar town,
on the Huliyar-Hiriyur State Highway. The Taluk headquarters is Hosadurga, which is
located South Westerly to the area. The nearest Railway Station is Tiptur, situated on
Bangalore-Harihar; Broad-gauge line at a distance of about 45 Kms from the mines.
Doddabyaladakere is the nearest village which is 2.25 kms to the north of the mine
which facilitates with a few basic amenities.
Status of the Regulatory Clearances
The mine was earlier operated by Manual Method of Mining for Manganese and
subsequently after inclusion of Iron ore & renewal of the lease, it was worked by
Mechanized Method after obtaining Environmental Clearance as required under
EIA Notification – 1994 vide Clearance letter No. J-11015/78/2006-IA.II (M)
dated 24th January 2007.
The sanction for approval of Inclusion of Iron ore & Renewal of the Mining Lease
was executed on 22.09.2007 for a period of 20 years with effect from
15.02.1999.
The Modified Mining Plan is approved by Indian Bureau of Mines vide letter No.
MP/CTD/FeMn-197-SZ dated 10.01.2008.
Impact studies for one season i.e., Oct – Dec (2007) was conducted to prepare
an EIA & EMP report for submission to KSPCB for obtaining “Consent for
Establishment” & the Environmental Clearance from the MoEF.
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The company does not posses any other lease except the proposed lease area of 12.58
Ha in D.B. Kere village. Lease deed/approval under NMRD 1957 is attached. The
existing & operating mines within 10 kms radius of the proposed project are enlisted as
below
Sl. No Name Mineral Extent (Ha) Type of Mine
1 M/s. Bharat Ores & Chemicals Iron 72.86 Semi-mechanised
2 M/s. Milan Minerals Iron, Manganese Mechanized
3 M/s. Madras Cements Ltd Limestone Mechanized
4 M/s. Maris Cements Ltd Iron ore float, Manganese 131.52 Mechanized
5 Mahakali Mines Iron, Manganese & Dolomite 35.20 Mechanized
6 Ravi Minerals Iron Manual
Compliance Reports
The proponent complies with the conditions stipulated by KSPCB and MOEF
Environment clearance as required under EIA Notification – 1994 vide letter No.
J11015/78/2006-IA.II (M) dated 24.01.07 at all times. The conditions imposed in the
Environmental Clearance & CFE from the KSPCB have been followed and the proponent
has applied for grant of fresh consent along with the prescribed fee before the date of
expiry.
The conditions indicated in Annexure 1 are being followed strictly by the proponent as
per the Air & Water Act. Compliance report for the same has been prepared.
Compliance for the conditions laid down under Air & Water Act
1. The noise generated is well within the prescribed limits of 75dB (A) Leq during
daytime and 70dB (A) Leq during night time.
2. The AAQ emissions and other parameters have been monitored and the analysis
reports are furnished.
3. The AAQM stations have been established as per the Guidelines & the details of
which have been submitted along with the EIA & EMP.
4. The Environment Statement is being furnished regularly as stipulated.
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5. The production of iron ore & manganese ore is carried out within the mine area of
12.58 Ha and will be within the approved EC Capacity of 0.1539 lac TPA of
Manganese ore & 3.04 lac TPA of iron ore. The production capacity will not be
increased without the prior notice & shall be in accordance with the approved IBM
Mining Plan.
6. There have been no complaints against the industry/residents/NGO/ General public
in the vicinity of the mine area.
7. The internal roads within the lease area & mining area upto public roads have
been maintained.
8. The roadside avenue plantation has been taken up within the lease area and
surrounding villages.
9. The mine authorities shall obtain prior approval from the board after submitting
location plan design details for construction of check dam.
10. Appropriate measures are taken to avoid the entry of runoff into the agricultural
lands. Desiltation of the soil is being done accordingly.
Objective of the Study
The objective of the study is to ensure that development is sustained with minimal
environmental degradation. Environmental Impact Assessment (EIA) serves as an
important tool for integrating the objectives of environmental management with the
requirement of economic growth and social development. Thus, the purpose of EIA -
EMP exercise is to evaluate the beneficial and/or the adverse effects of a proposed
development activity on the surrounding environment. The details of the field studies
and their analytical results are given in the subsequent chapters in detail.
The terms of reference meeting for the proposed expansion was held on 30th March
2008 at the State Level Environmental Appraisal Committee constituted by the Ministry
of Environment & Forests, Government of India. Accordingly as per the directions of the
Expert Committee, the proponent has been advised to prepare the EIA & EMP as per
the Model terms of reference.
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CHAPTER-2
PROJECT DESCRIPTION
A key plan to scale 1:50000 distinctly indicating the core zone and the buffer zone
(whether Reserve Forest, Protected Forest, National Park, Sanctuary, Biosphere
Reserve, Elephant Reserve, Tiger Reserve, etc.) is enclosed which presents the recent
features of the area showing all relevant details like habitation (both rural and urban
areas), cropping pattern, water bodies, drainage systems, nallahs river, water reservoir
& forests with contour at not more than 15m.
2.1 General Description of Project
Need for the Project
The lease area with M.L. No-2557 (old M.L. No. 1575) was worked for manganese ore
but now intend to include iron ore mining in view of the existing demand for iron ore in
the market. The lessee has proposed for change in the method of mining viz.,
mechanized method by use of machinery in combination with tippers of 10 tons
capacity for enhancement of the production for the remaining plan period of three
years.
The proposed production is covered under the Ministry of Environment & Forests
Notification 2006. Since it is mandatory to take Environmental Clearance from the
Ministry of Environment and Forests, New Delhi for any such proposals, environmental
studies are been conducted accordingly & the project authorities have filed Consent for
Establishment application to Karnataka State Pollution Control Board.
2.2 Location Details
The Mining lease area with ML No. 2557 is 12.58 Ha situated in Doddabyaladakere
village of Hosadurga Taluk, Chitradurga District. The area is covered in the Survey of
India Topo sheet No. 57 C/6 & C/10. The Mining Lease area is located between,
Latitude : N 13o 39’ 58” & N 13o 40’ 10”
Longitude : E 76o 30’ 57” & E 76o 31’ 40”
Elevation : 914m to 836m
Maps showing the general location, specific location, project boundary and project site
layout are enclosed.
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2.3 Topography
The general topography of the area consists of a rugged terrain with almost North-
South trending hills. The subject area of the mining lease is hillock which is almost
slanted & sloppy confining to parts of Doddabyaladakere village. No nallahs or streams
exist within the area. The surface is covered by lateritic soil, iron ore reef & float areas
and manganese ore in the lease area. A small banded hematite Quartzite also exists in
the area.
The highest & the lowest elevations of the mine site are 914m & 836m respectively. A
map showing the topography of cadastral area is enclosed.
2.4 Geology
2.4.1 General Geology
The rock formations in this area belong to Dharwars. This area is the central group of
Mysore occurrences comprising the Chitradurga, C.N.Halli and Nagamangala Belts,
which reveals igneous material and also banded ferruginous rock and lime stones. The
manganese ore of this area are formed due to the concentration near the surface by
meteoric waters of the manganese present in the Dharwarian schists and phyllites.
The general geological succession of the area is as follows:
Laterite/Lateritic Soil covers BHQ’s (Ferruginous) Iron ore formations Iron ore
Float Manganese formations Phyllite Clay Quartzites
A Surface Geological plan on a scale of 1: 2000 with contours at an interval of 5
m has been prepared (Plate - 4). This shows the surface exposures and the
proposed workings.
Geological Sections have been prepared to show the occurrences of iron ore on
scale of 1:1000 and the same shown in Plate -5
2.4.2 Local Geology
Locally the area is known by the name of Kudure Kanive Kaval range and the subject
area falls in revenue lands at the southern extension of the ranges. The Mining lease
area is composed of only ferruginous lateritic boulders, lateritic soil, float ore & Iron ore
reef and Manganese ore deposits. The bedding in the Banded Iron formation trends
N25o-50oW-S25º-50oE and dipping moderate to steep westwards at places.
A geological plan showing all lithological units/structural details is enclosed.
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Some of the geological features observed in the proposed area are:
The general strike of the bedding and schistosity varies from NNW to NS
depending on the folding pattern.
The Banded Iron Formation & manganese ore zone is marked on the plan based
on the exposures.
The iron ore formation is associated with pockets of yellow ochre almost
throughout the deposit.
The area mainly comprises of lateritic soil, Iron float, Iron ore reef and
interpreted by Phyllitic formations on both sides of the slopes.
The Phyllite with lateritic soil is found to occur both on the East & Western side
of the Iron ore & manganese deposits.
The Manganese ore is found to be exposed all along the eastern slopes of the
deposit in lower contours.
The continuity of iron ore bands can be noticed from top to lower contours.
2.5 Mine Development & Production of Overburden
The mine will be fully developed in accordance with the developmental programme
proposed, so as to meet the required production target. After the third year the mine is
fully developed the rate of average production will be reduced to 18,386 tons of Iron
ore and manganese ore is 3,690 tons of production per annum.
In float ore mining, no waste is generated the sub grade generated will be stacked
separately. The total development during the manganese ore mining will be 26,100 tons
of OB for the said production quantity. 5.78 lac tones of OB are generated during the
Iron ore development. There is no sub grade generated for manganese ore, 90% of the
ROM is considered as mineral rejects.
Iron ore Development (Tones)
Year Sub grade Iron Ore
Sub grade Float Ore
OB Iron ore
2007 – 08 67500 7488 292000
2008 – 09 75330 - 126000
2009 – 10 75924 - 160550
Total 2,18,754 7,488 5,78,550
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Manganese ore Development (Tones)
Year OB Manganese Ore
Mineral Rejects (90% ROM)
2007 – 08 7800 68526
2008 – 09 10200 138510
2009 – 10 8100 134865
Total 26,100 3,41,901
Grand total 3.68 lakh tons
The waste generated will be dumped in the spoil banks earmarked specifically for this
purpose. The maximum height of the dump is 20m at a repose angle of 28°. The year
wise production of Overburden & OB dump sites are shown on the Year wise Production
& Development Plan which is duly enclosed.
2.6 Conceptual mine Plan
The Mining operations are proposed to be taken up with the capacity of production of
an average 3,690 tons of manganese & about 18,386 tons of iron ore per annum during
the proposed conceptual plan period.
During the conceptual plan period the anticipated production levels of ore for successive
5 years period will be as follows:
CONCEPTUAL PRIOD PRODUCTIONS
IRON ORE MANGANESE ORE YEAR
Production Development Production Development
5th - 10th 59616 195000 16403 196823
10th – 15th 96552 297000 19967 265199
15th – 20th 119632 148770 18995 255851
275800 640770 55365 717873
The side burden, waste and other interburden materials will be dumped separately in
the waste dump yard and later on utilized for reclamation of the area. The mineral
rejects will be dumped in the dump yard separately. The maximum build up height of
the dump during the conceptual period will be about 20m having 28º as natural angle
of repose.
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However, when the ore body is proved to its full depth, the conceptual plan will be duly
modified. The conceptual mine plan for every five years period for the entire mine life
has been prepared and enclosed.
2.7 Mining Closure Plan
It is a working mine. The geology of the area and the present mine workings indicate
continuation of the mineral deposit further below. The mine working shall continue for
another 20 years and hence Progressive mine closure plan is prepared as final closure
plan will be prepared and submitted one year prior to the proposed closure of mining
operations as per the directives of Notification GSR 330(E) dated 10-4-2003, MCDR-
1988.
Since the area is not fully worked and also continuity of ore to further depths is
observed in the pit, no reclamation is envisaged presently except for afforestation
of dumps, parapet walls, stabilization of dumps etc.
Proper fencing is proposed all around the working pit in order to prevent accidental
falling of animals and human trespassing into the working pits.
Watering of haul roads and plantations along the roadside shall be adopted to
reduce dust pollution.
Since there are no water sources/mine water the proposal for treatment and
disposal of water from the mine does not arise.
A Progressive Mine Closure Plan has been prepared showing the precise area put into
use during the plan period including the proposed dumps & afforestations.
2.8 Proposed Production Details
Manganese ore mining in the subject lease area is proposed to be Semi- mechanized
open cast method of mining where as the iron ore mining would be carried out by
mechanized method of mining.
The envisaged quantum of Proposed Production in tones for the remaining three year of
the plan period is as follows:
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Manganese/Iron ore Production (tones) Year Manganese Ore Iron ore Float Iron ore
2007 – 08 7614 11232 270000 2008 – 09 15390 - 301320 2009 – 10 14985 - 303696
Total 37,989 tons 11,232 tons 8,75,016 tonsGrand total 8.86 lakh tons
Planned Production:
The actual achieved productions quantity is more; the difference of proposed
production is about 42,502 tons for two year of mines working against the 2005 to
2007 of 6,150 tons of proposed manganese ore.
Year Planned Production
Production Achieved Difference
2005 - 06 3000 23042 20042 2006 - 07 3150 25610 22460 2007 - 08 3500 - - 2008 - 09 3600 - - 2009 - 10 3500 - -
Total 16,750 57,672 42,502
The total mineable reserves have been estimated to approximately 93,355 tons of
manganese ore and at rate of 10% recovery. Considering the recovery of 80% for reef
iron ore and 20% as mineral rejects/Sub grade ore, the cut off grade has been consider
58% Fe and float ore recovery is about 60% and balance 40% is Mineral rejects/sub
grade.
2.9 Project Details
The project layout and its various components are depicted in the layout map which is
enclosed here. The minerals found in the leasehold area are iron ore & manganese ore
which the lessee intends to mine. The exploration is done based on certain observations
of the old workings from which the geological reserves are been calculated. The
physical limits of the ore body like the strike; width, depth, extension & recovery of the
workings are taken into account based on which the reserves are been estimated.
The elemental composition of Iron ore is analyzed as follows:
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Ore Fe (%)
SiO2
(%) Al2O3
(%) S (%) P (%)
Iron ore 66.0 1.26 0.82 0.005 0.022 Fines 66.4 1.5 0.95 0.008 0.020
Float ore 56.3 10.5 1.95 0.003 0.024
Behaviour of Ore body: The Phyllite with lateritic soil is found to occur both on the
East & Western side of the Iron ore & manganese deposits. The Manganese ore is
found to be exposed all along the eastern slopes of the deposit in lower contours. The
continuity of iron ore bands can be noticed from top to lower contours. Based on the
detailed surface mapping, sectional study of the pits and regional study of the adjoining
areas iron ore are expected to be encountered further below.
Ore Quality: The iron ore analysis shows that 58-64% Fe is the likely grade that will
have a good potential.
Properties Grade Physical -30mm to +10mm size Chemical 28-40% Mn, 58-64% Fe
Use of mineral
The ore produced from the mine will be used for the local domestic market such as
Ferro alloys for manufacturing manganese steel and to other intermediate parties. The
iron ore analyzes reveals 58-64% Fe which is found to have good potential for meeting
the requirements of the domestic steel plants and also for exports.
Additional Details
The surface features of the lease area including the transverse sections of the mineral
deposits are shown in the surface plan with contour intervals of 3m. The drainage
pattern of the lease area is dendritic & most of the run off rainwater will form small
nallahs & later join the main nallah. Silted water from the dumps & mines will be
coursed through the trenches made with small bunds so that the water flow will be
reduced. Surface subsidence are ruled out as the proposed workings are shallow
opencast.
Delineation of the water shed and the drainage pattern is shown in the Drainage map.
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2.10 Mining Details
2.10.1 Exploration
The exploration is done based on certain observations of the old workings from which
the geological reserves are been calculated. The physical limits of the ore body like the
strike; width, depth, extension & recovery of the workings are taken into account based
on which the reserves are been estimated.
Prospecting DTH drilling already carried out for Iron ore is shown on the geological
plan. 18 DTH holes are proposed for drilling during the plan period for manganese ore
deposits.
The area of influence is assumed based on the exposure of mineral outcrops and
working pits. The indicated thickness of the outcrops, exposures of the workings and
drilled borehole logging of sub surface geology are considered for calculation of proved
reserves. An influence of 5 mts below the proved depth is taken for calculation of
probable reserves and below 5 mts this is taken for possible reserves. The bulk density
is taken as 2.7 and recovery factor of 10% for manganese and similarly for iron ore it is
taken as 80% recovery.
Year No. of Boreholes Depth
1st 6 30 mtrs
2nd 6 30 mtrs
3rd 3 30 mtrs
4th 3 30 mtrs
The proposed DTH bore holes with its locations are shown in the geological plan
enclosed. The reserve estimation is done by cross sectional method. The cross sections
are drawn based on the surface geological data and drilled (DTH) borehole logging.
2.10.2 Reserves
The reserves are been estimated based on the present configuration of the pit
exposures & the ore quantity after deducting the production of the last working years,
the reserves re-estimated are given in the table,
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(Quantity in Tons)
Reserves Proved Probable Possible Total Iron ore Float 15984 - - 15,984 Iron ore reef 1310148 227664 227664 17,81,460 Manganese 39366 28431 28188 95,985
Mineable reserves are classified under UNFC code of classification which is as
follows,
(Lac tons)
Category Iron ore Manganese ore 111 9.26 0.38
121+122 1.25 0.29
322 1.11 0.26
Total 11.62 0.93
2.10.3 Method of Mining
The subject lease area was previously worked for manganese & iron ore by Semi-
mechanized open cast method of mining which has resulted with approachable roads
for working.
Considering various technical parameters it is proposed to work the deposits by
adopting 6 m bench height with an ultimate pit slope of 45°. The bench height and the
width will be maintained under Metalliferrous Mines Regulations - 1961 specified by
DGMS. The width of the working benches will be greater than the height. The proposed
working depths for Manganese ore & Iron ore are 887m RL and 813.5m RL respectively.
I) Proposed Mechanization
As per the proposal, the mine shall be worked by opencast mechanized method of
mining by deploying requisite machineries and manpower as discussed below for
production of iron ore and manganese ore. It is envisaged to deploy Wheel loader, JCB,
hydraulic excavator EX-200LC along with 10 tons capacity tippers for transport of iron
ore from the pit to the Stock yard.
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Machineries Capacity HP Total Nos Hydraulic Excavator 0.9 Cu.m 125 2 JCB 0.65 Cu.m 60 1 Wheel loader 1.5 Cu.m 125 1 Water tanker 5000 lts - 1 Tippers SE-1613 10 tons 100 8 Screening/Crushing Plant 250 tons/hrs - 1
About 5 tippers will be deployed for Iron ore production and development & about 2
tippers to be deployed for manganese ore production while one tipper would be kept as
spare to be used during the vehicle breakdowns.
II) Proposed Manpower
The proposed quantity of production & development of both Iron and manganese ore
will be carried out in a shift of 8 hours, 300 working days/ annum. Since the excavation,
loading and other development activities for manganese ore will be semi-mechanized,
the man power required will be about 25 people and since the iron ore mining is fully
mechanized except for float ore & screening no large scale man power is required. Thus
the total labor force required for handling and other miscellaneous works will be about
60.
III) Drilling and Blasting
The mine workings indicate the friable nature of ore body at depths which does not
require drilling & blasting & hence not proposed, if any hard strata are encountered for
developmental works, contractual drilling & blasting arrangements will be made. Any
modifications in method of working, IBM guidance will be taken in this regard.
2.10.4 Disposal of OB/solid waste
Nature of Waste: The waste generated during mining is ore zone waste, which
consists of Shale, phyllite & overburden material with BHQ rubbles.
During the course of mining, excavation consists of both minerals and waste material.
Since iron ore is excavated from float as well as reef zones, the waste generated is the
interstitial waste as overburden. The waste excavated for production of iron ore shall be
dumped in the area earmarked for this purpose.
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The average generation of waste in the proposed plan period of mining is about 7.97
lakh tons for Iron ore & 3.68 lakh tons of waste is generated during the manganese ore
production, and conceptual plan period is about 7.10 lakh tons of Iron ore and
manganese ore production generated waste is about 7.18 lakh tons including Mineral
reject & Overburden waste.
The waste disposal yards are located on the South-Eastern side of the lease area away
from the proposed workings; this is barren and non-mineralized area. The area is ideal
for dumping and is also devoid of any vegetation.
Mineral Beneficiation
The mineral beneficiation process is not proposed for the proposed plan period except
for manual sorting & sizing for manganese ore & dry screening for iron ore.
Iron ore ROM will be dry screened mechanically using double deck screening to produce
-40 to +12mm calibrated ore and -12mm size products, +40mm size ore will be
manually broken & sorted separately,
Flow sheet of the dry screening plant
2.11 Impact on Hydrology
Mining activity in an area generally affects the water quality and hydrology of that area.
Water may carry suspended solid waste from the mine, which may reduce the channel
capacity of watercourse by way of siltation and scree deposition and consequently
inducing erosion and scouring of sides. Erosion from solid waste affects good
Hopper
Conveyor Belt
Double deck Screen (40mm & 12mm)
Iron ore lumpy + 40 mm
Iron ore (C-ORE) - 40 mm +12 mm
Iron ore fines - 12 mm
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agricultural lands by way of siltation. These lands become infertile, on which cultivation
becomes impossible. To minimize the effects to the best possible extent, drainage
control system has been designed with settling ponds, sumps/check dams and garland
drains.
The occurrence of ground water is controlled by the intensity and depth of weathering
and by the presence of joints and fractures, which may vary from place to place. During
the rainy season due to infiltration of rainwater, the weathered zone gets fully charged
and water table rises and augments the ground water storage. Occurrence of ground
water thus is mainly controlled by water table conditions. The recharge of the ground
water is mainly due to the rainfall which is quite scanty in the region. Therefore the
depth of the water table level in the area is 45 - 50m the ground level.
Even if enhancement of recharge results in the concomitant decrease of surface runoff,
it is not a matter of concern, because ultimately, the percolated water will emerge again
to the surface in the form of seep, spring or well withdrawal.
The ore body occurs along the hill ridge. The natural gullies drain the rainwater from
the workings and encountering ground water in this mine is ruled out, as the water
table is about 45 - 50m below the general ground level.
Zero waste mining: The proposed mining is ensured to be a zero waste mining
process by adopting scientific mining for extracting all the minerals that are extractable
& which will be utilized optimally. Though mineral beneficiation is not proposed, the
sorted & sized ore is transported from the mines to the yard after crushing & screening
according to the specifications of the user industry or the parameters specified for sale.
The low grade ore usually finds use in manufacture of pig iron in blast furnace. Higher
grades of ore are sold to the steel industry.
Recovery of associated minerals is carried out to increase the resource base of the
minerals, the sub grade minerals generated is proposed to be utilized either by blending
them with higher grades to meet the buyer’s requirements or stacked for future
whenever the demand for that particular grade arises.
Life of the mine anticipated would be for about 10 years for the proposed production.
Cost of the project is 500 lacs as per the latest estimate.
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CHAPTER-3
BASELINE DATA: Description of Baseline status of Environment, Anticipated
Environmental Impacts & Proposed Mitigating Measures
3 General Description
The baseline environment quality represents the background environmental scenario of
various environmental components. The baseline quality monitored reflects the
emission from vehicular movement and other local activities within 10km radius of the
study area.
The scope of the baseline studies includes detailed characterization of various
components like Meteorological Observations, Ambient Air Quality, Noise Quality, Water
Quality, Soil Quality, Socio-economic & Demographic Studies & anticipating their
impacts on the respective environment for which mitigating measures are proposed.
The mathematical models used for predictions is the steady state Gaussian plume
dispersion model designed for point sources and area sources for air quality. In case of
noise, water, land, biological and socio-economic environments, the predictions have
been made based on scientific methodology and judgments.
To create a better environment, it is necessary to understand the cause and effect of
the impact so that suitable corrective measures can be designed.
Parameter Inference Micrometeorological Studies
To assess wind pattern in order to identify air pollution impacts on neighboring environment.
Air Quality Data To assess baseline ambient air quality status of the area.
Noise quality Studies To identify noise producing areas & anticipated noise levels.
Water Quality Analysis To identify baseline water quality
Soil Quality Studies To identify existing soil quality.
Ecological Studies To identify the presence of any endangered species and impacts due to proposed activities.
Socio-economic & Demographic Studies
To know the baseline socio-economic status of the study area.
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3.1 Air Environment
3.1.1 Baseline Status
3.1.1.1 Climate & Meteorology
The area of study comes under the Tropical zone climate as seen in many parts of
peninsular India. On-site monitoring is undertaken for various meteorological variables
in order to generate site-specific data. Micrometeorological data within the project area
during the meteorological survey was assessed through a weather monitoring station
set up at the mine site.
The meteorological data has also been compiled from the readings obtained from the
monitoring stations set up near the mine site and from secondary sources like IMD,
Chitradurga for the following climatic parameters.
The meteorological parameters monitored during the Study Period (October to
December 07) are Temperature, Humidity, Wind Speed & Direction & Rainfall. The
observations monitored are tabulated as Annexure 1 & 2. Based on the wind speed &
its direction wind roses were constructed to arrive at the general wind direction and its
speed for the study period. Annexure 3 shows the wind rose data of the area during
the study period.
Study period Oct 07 Nov 07 Dec 07 Temperature (ºC)
Min 17 9 11
Max 32 31 31
Humidity (%)
Min 23 26 22
Max 70 64 61
Wind speed (km/hr)
Min 2.5 2.7 3.5
Max 9.9 10.1 10.5
Rainfall (mm) 149 15 4
Predominant wind direction NE
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The meteorological data of the proposed area during the study period is graphically
represented as follows:
Temperature (ºC)
0
10
20
30
40
OCT NOV DEC
MIN
MAX
The rainfall data of the study zone from 1985-2006 has been collected and is tabulated.
It is observed from the data collected that the highest rainfall received was in the year
2000 (1136.4mm) and the lowest was in the year 2003 (416mm). The average rainfall
for the last twenty one years is about 698.65mm/year.
The rainfall data for the year 2007 is also collected and the details are given below, the
data shows that the area received its highest rainfall in October for this year with an
annual rainfall accounting to around 575 mm.
Yearly Cumulative Rainfall (mm)
0.0200.0 400.0 600.0 800.0
1000.01200.0
1985 1987 1989 1991 1993 1995 1997 1999 2001 2003 2005
Humidity (%)
0 20 40 60 80
OCT
NOV
DEC MAX
MIN
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Rainfall Data in mm (2007)
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total
0 0 13 40 117 21 55 57 104 149 15 4 575
3.1.1.2 Air Pollutants
Air pollution is the excessive concentration of foreign matter in the air adversely affects
the well being of the individual or causes damage to property. An inventory of air
contaminants is a necessary step towards control of air pollution.
The ambient air quality of the lease area is studied in the 10 km radius; the quality of
air in the study area is characterized by four factors, i.e., the Suspended particulate
matter (SPM), Respirable particulate matter (RPM), Sulphur dioxide (SO2) and Oxides of
Nitrogen (NOX). Air sampling was carried using the following methodologies:
Parameters Sampling Methods
SPM High-volume Filtration Method using a Hi-Volume Sampler
RPM Gravimetric method
SO2 West-Gaeke Colorimetric method
NOX Jacobs-Hochheiser method
Location of monitoring stations for air quality were decided (as per MOEF guideline for
AAQM) after field survey keeping in view the location of stationary emission sources &
their placement with respect to topography, micro-meteorology, inhabitation, sensitive
places and archaeological sites.
To establish the existing air quality, air sampling and monitoring work has been taken
up & is assessed through a network of 6 air quality monitoring stations fixed in
accordance with the wind rose drawn.
Six monitoring stations were selected of which one is fixed within the core zone while
the remaining five stations are fixed at various distances within 6kms from the mine
site. Monitoring station A6 has been taken along the road intersecting Gollarahatti &
Kenkere in the southeast direction of the mine site. These stations are shown in the Air
quality monitoring stations location map enclosed herewith.
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Code Station Distance, kms Direction Elevation
A1 Mine Site 0.50 C 914
A2 Doddabyaladakere 2.25 N 760
A3 Jaisuvarnapura 3.25 NE 740
A4 Naganaikanakatte 6.00 NW 720
A5 Melanahalli 5.25 E 800
A6 Gollarahatti (Kenkere) 5.00 SE 740
Terrain features: The terrain around air quality monitoring stations was observed
during field survey since they are important in assessing the air quality of the study
area. The highest elevation of the mine is 914m above MSL. Naganaikanakatte is a low
lying area at an elevation of 720m above MSL. Melanahalli is a hilly area with an
elevation of 800m from the mines and there are no water bodies within 5 kms of the
mine site.
The data thus obtained is considered for preparing this report. Max, Min, Average and
Percentile values have been computed from the raw data collected at individual
sampling stations to represent the ambient air quality status.
The max ambient air quality levels in the study area are summarized below. Detailed
AAQ including percentile values of all the locations is given as Annexure-4.
SPM RPM SO2 NOX Code
Max Min Max Min Max Min Max Min
A1 283 229 38 24 10 5 15 10
A2 153 131 32 20 9 4 12 8
A3 184 155 34 22 9 5 13 9
A4 118 101 30 17 8 4 12 10
A5 126 107 31 23 8 5 13 8
A6 115 97 29 18 8 4 11 9
It may be observed from the above data that all the parameters are well within the
permissible limits of Industrial/mixed use and rural areas as per CPCB norms. The SPM
& RPM concentrations of the core zone also confirms to the permissible limits. The
maximum concentration recorded for buffer zone villages for SPM were found to be
184µg/m3 in Jaisuvarnapura village. This is due to the frequent movement of public
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transport vehicles and tractor movement as there is main road along the village which is
frequently being used for transportation.
The 98th percentile of these parameters are given below
Code SPM RPM SO2 NOX
A1 281.16 35.70 9.54 15.0
A2 152.54 31.54 9.00 12.0
A3 182.62 33.08 8.54 13.0
A4 117.54 27.70 8.00 12.0
A5 126.00 30.54 8.00 13.0
A6 115.00 29.00 8.00 11.0
Ambient Air quality Standards
Permissible Limits of Air Quality Parameters as per CPCB for Industrial and Mixed use
are given below:
S. No. Parameters Concentration in µg/m3
1 SPM 500
2 RPM 150
3 SO2 120
4 NOx 120
Fugitive emissions
The micro meteorological data for the region was consistent with the general
meteorology for the study period. The fugitive emissions in and around the mining area
is largely from the excavation area, the screening plant & also along the transportation
routes contributed by diesel operated excavation/ loading equipment and vehicles
plying on haul roads.
3.1.2 Anticipated impacts
An attempt has been made to predict the incremental rise of various ground level
concentrations for the production proposed of about 3.04 lac tons/ annum of Iron ore &
15,390 tons/annum of Manganese ore.
The impacts envisaged due to mining activity are evaluated based on various factors.
The emission inventory of the pollutants is as follows,
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Sources Operations Involved Pollutant Released
Active mine site, Mine Haul Road
Movement of public transport vehicles SPM & RPM
Loading & Transportation
Emissions due to diesel operated excavation & loading equipment.
SO2 & NOx
The impact of mining operations on air quality is negligible on the areas outside the
mining zone.
Drilling operations of the mine are considered as point sources. Extraction of mineral by
various activities in mining area, are considered as area sources. Transportation of
mineral from mining benches to tipper platform of crushing plant is considered as line
sources.
The present study assesses the impact on air environment due to the proposed iron &
manganese ore mining activities. This report gives the maximum (24 hrs) concentration
of SPM up to a distance of 10 kms along major wind directions and selected stations
covering calculated stability conditions during the study period, Oct to Dec 2007.
3.1.2.1 Prediction of Fugitive Dust Emission
The emission in the present case has been computed using Environmental Protection
Agency (EPA), USA established emission factors. The calculation is based on the
tonnage of ore produced, the distance traveled by the vehicles in the mine, distance of
dumps from the mine face etc. Sum of these contributing factors was taken as the
source of emission and utilized to arrive at the emission rates (mass per unit time).
The details of emission computed from various sources are given below:
Ore output per annum: 3,18,681 tons/annum
Excavation:
Tonnage handled per day: 318681/300 = 1062 tpd
Tonnage handled per hour: 1062/8 = 133
Dust generated per hour: 132.75 x 0.406 = 53.9 kg/hour
Dust generated per second: 53.9/3600 = 0.0150 kg/sec
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Transport:
Stock yard/Waste dump
Waste dump distance (average): 1 km
Tonnage handled/day: 318681/300 = 1062 tpd
Tonnage per vehicle: 10 tones
No. of vehicle trips: 2 x 1062/10 = 212
Total vehicle – km traveled/day: 212 x 1 = 212 kms
Vehicle- km per hour: 212/8 = 26.56 km
Dust generation = 26.56 x 1.175 = 31.2 kg/hr
Dust generation per second = 31.2/3600 = 0.0087kg/sec
Total Dust emission rate from the mine operations is:
0.0150 kg/sec + 0.0087 kg/sec = 0.0237 kg/sec or 23.7 gm/sec
The above mentioned emission rates are uncontrolled emissions. Due to installation and
operation of dust control measures at mining site the emissions will be one third of the
estimated emissions. This is based on the onsite experience and literature reference.
Accordingly emission rate considered in modeling is 23.7/3 = 7.9 gm/sec.
The emission rates and conditions have been summarized in the Table below:
Mine Area 12.58 Dust emission rate
Uncontrolled Controlled
In gm/sec 23.7 7.9
Emission temperature Ambient
The fugitive emissions on the flora & fauna are not anticipated as the area is devoid of
any vegetation except for some thorny shrubs & bushes; the area is also not a
significant faunal habitat such that the emissions are insignificant to cause any impact
on them.
3.1.2.2 Prediction of Impact on Ambient Air Quality
Mathematical Model for Pollutants Dispersion
To predict the ambient air quality of the area the mathematical model used is the ISCST
(Industrial Source complex - Short Term ISC-3) model. This ISC model for area sources
uses the steady state Gaussian plume equation for a continuous source. For prediction
of the center of mine was assumed (0, 0) as the emission source coordinates in the
mathematical modeling
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Modeling Procedure
Data in respect of wind speed, wind direction; temperature etc., recorded during
baseline studies is utilized in this calculation.
For predicting the impacts, the monitoring stations with their distance, direction and
difference in elevation has been considered. The average wind speed in the respective
directions was found to be <2 mts/sec and the same has been considered. The
elevation of the source i.e. mine site is taken as 914m RL as per Toposheet No. 57 C/6
& C/10 of Survey of India.
Ground level Concentration
Prediction of ground level concentration (GLC) due to the proposed mining activities has
been made using the ISCST (Industrial Source complex-Short Term ISC-3) model. This
model for area sources uses the steady state Gaussian plume equation for a continuous
source.
The ground level concentration at a receptor located downwind of all or a portion of the
source area is given by a double integral in the upwind (x) and crosswind (y) direction
as:
Q K V D y C (x, y, 0) = --------------- exp. [-0.5 (------)2]
2π Us σY σZ σY
Where
Q = Area source emission rate (mass per unit area per unit time)
K = units scaling coefficient
V = vertical term.
D = decay term as function of x
σY σZ = standard deviation of lateral and vertical concentration distribution (m)
Us = mean wind speed at release height
Vertical Term
The vertical term includes the effects of source elevation, receptor elevation, plume
rise, limited mixing in vertical and gravitational settling and dry deposition of particulate
(with diameters greater than about 0.1 micron).
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In the present case effects on the ambient air concentrations due to gravitational
settling and dry deposition have been neglected. The vertical term without deposition
effects is given by
He ∞ n-1(2n Hm-He)2 (2n Hm+He)2 V = (L + γ) exp ------- + Σ γ exp ---------------- + exp ------------------ 2 σZ2 i=l 2 σZ2 2 σZ2
Where,
H = effective release height of emissions (plume rise + physical stack height)
Hm = mixing height
γ = Reflection co-efficient
The infinite series term in equation accounts for the effects of restrictions on
vertical plume growth at the top of mixing layer. Complete reflection from earth
surface has been assumed (γ = l).
Estimation of σY and σZ
The values of σy and σz have been shown to relate to the diffusion coefficients in the y
& z directions. Based on experimental observations of the dispersion of real plumes,
Pasquill and Gifford have devised a method for calculating σy and σz of a spreading
plume from a knowledge of the atmospheric stability. Six categories of atmospheric
stability, A thru F, were suggested and these are shown in the table as functions of
wind and solar radiation.
Day time isolation Night time conditions Surface wind speed (m/s) Strong Moderate Slight Thin low
clouds < 4/8 Overcast
clouds > 3/8 <2 A A-B B E F 2-3 A-B B C E F 3-5 B B-C D D E 5-6 C C-D D D D >6 C D D D D
A- Extremely unstable B- Moderately unstable
C- Slightly unstable D- Neutral
E- Slightly stable F- Moderately stable
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The values of the wind speed shown in the above table correspond to measurements
made at a height of 10 m. The stability category is known from appropriate weather
conditions, σy and σz values for any downwind distance ‘X’ can be calculated from the
equations:
σy = AX0.903
σz = BXP
Where the values of A, B and p are given in the table below:
X <= X1 X <= X1 <=X2 Class A X1
(mtrs) B P X2
(mtrs) B P
A 0.40 250 0.125 1.03 500 0.00883 1.51
B 0.295 1000 0.119 0.986 10000 0.0579 1.09
C 0.20 1000 0.111 0.911 10000 0.111 0.911
D 0.13 1000 0.105 0.827 10000 0.392 0.636
E 0.098 1000 0.100 0.778 10000 0.373 0.587
For number of sources more than one simulation is done for each individual source and
then added. In order to calculate σy and σz for various receptor points for given wind
direction following equation is used.
x = - (X(R) – X(S) Sin (WD) – Y(R) – Y(S) Cos (WD))
Where (X(R), Y(R) are receptor point coordinates and X(S) and Y(S) are source co
ordinates and WD is wind angle from north.
Atmospheric Stability
Many alternative models are developed by different authors to relate σy and σz with
down wind distance (x) under different atmospheric stability conditions. Unfortunately
none of these have been found to be comprehensive enough to be applicable under all
types of topographic and meteorological conditions. On the basis of available
information, ISI adopted “Pasquill Gifford” stability classification system for flat terrains
and “Mc Elroy” stability classification system for non-smooth and uneven areas such as
urban and other undulating areas.
The study area is flat in present case therefore Pasquill Gifford stability classification
system will be applicable in accordance with ISI recommendations as described above.
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Estimates of Impact
With a wide fluctuation in meteorological parameters it is a complex task to predict post
project ambient air quality. With available ambient air quality data and incremental
concentrations computed through mathematical modeling the following post project
ambient air quality has been predicted.
Pollutant: SPM Units in µg/m3
Location Dist kms Direction Background
Level Predicted
Conc. Resultant
Conc. Mine Site - C 283 115.5 398.50
Doddabyaladakere 2.25 N 153 9.60 162.60
Jaisuvarnapura 3.25 NE 184 4.79 188.79
Naganaikanakatte 6.00 NW 118 0.52 118.52
Melanahalli 5.25 E 126 0.84 126.84
Gollarahatti (Kenkere) 5.00 SE 115 0.98 115.98
The predicted incremental concentration at the core zone is 115.5 µg/m3 & the post
project incremental concentration is predicted to be 398.5 µg/m3. Though the values
are well below the stipulated limits, it indicates that adoption of scientific mining
methods with better management plans need to be undertaken which are outlined in
the following chapters, so that the net pollution scenario will not cause any adverse
impact to the surrounding environment. Since there are no pollution sources of SO2 &
NOx, these have been predicted as nil.
No adverse impact is envisaged on the roads due to the proposed project as the road
used for haulage connects the nearest State Highway, the Huliyar-Hiriyur road which is
a kilometer from the mine site. The road connecting the highway is an asphalted road
which is generally used by some of the neighboring mines like the Madras Minerals, the
Maris Cements, etc, for transportation of the ore. The road is regularly maintained by
asphalting it such that the dust due to transportation is avoided. The dust emanated
due to project is nil as the trucks loaded will be covered with tarpaulins to avoid
spreading of fine dust.
3.1.3 Proposed Mitigating Measures
Various mitigative measures are proposed to lower the pollutants that emanate due to
the various mining activities. From the viewpoint of maintenance of an acceptable
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ambient air quality in the region, it is desirable that air quality should be monitored on a
regular basis to check with the standards prescribed by the CPCB.
The sources of air pollution in the proposed lease area are mainly due to mining and
the haulage activities. The meteorology of the area becomes an important parameter in
environmental issues in the mining settlements. Suitable measures to protect the
inhabitants and environment against the dust and fumes emanating from vehicular
movements are required to be taken.
Alternatives to conventional Engines are suggested for the machineries used for the
various activities. The conventional gasoline engines can be replaced by LPG, natural
gas or other less polluting fuels.
Dust Control
Dust is the major air pollutant generated from the mining operations; it is generally
generated during the loading and transportations of the mineral.
All the required precautions would be adopted to prevent dust generation at site and
that would be dispersed to the surroundings. However for the safety of the workers at
site engaged at strategic locations/dust generation points like loading & unloading
points, dust masks would be provided there by reducing the risk of lung diseases &
other respiratory disorders. Regular health monitoring of workers will be carried out.
The mitigation measures proposed to maintain the air quality are as follows
It is proposed to take up mitigative measures in the form of sprinkling water in
the sensitive areas and also create green belt along lease boundary to act as a
dust barrier.
For these purposes water tank fitted with sprayer are being used on haul road,
etc. In addition to the use of dust collectors, dust extractors are provided to all
drilling machine operations.
Adopting wet drilling method will also help reduce the dust generation.
Avoid overfilling of tippers & consequent spillage on the roads. Ore carrying
trucks will be covered by tarpaulins to avoid escape of fine dust to the
atmosphere.
The water availability is adequate & the company will provide structures for
ground water recharging in their field to replenish the aquifer.
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The green belt proposed all round the mining area will act as a dust filter and
arrest the spread of air borne dust on to the nearby agricultural lands and
villages.
The top soil dump surfaces are proposed to be covered by mulches and
growing of grasses and legumes, which protects not only from wind erosion but
also will improve the soil quantity.
The office complex is also surrounded by green belt, to arrest the spread of
dust to the workshop and other office buildings.
Conveyor belts are not proposed as the extent of mining area is small. The proponent
has proposed piped sprinkling of water to mitigate the dust pollution in the haulage
roads in the core area.
A delineation of a plan for the piped water sprinkling system has been done where the
proponent proposes to lay pipes along the haul roads from an altitude of 902m RL
where a water tank has been provided for this purpose. The pipes will be fitted with
atomizers which will help in better mitigation of dust emission due to mining.
3.2 Noise Environment
3.2.1 Baseline Status
Mining and allied activities are usually noise-prone activities. Excessive noise levels may
cause adverse effects on human beings and its associated environment including
domestic animals, wild life, natural ecosystem and structures.
As per the guidelines of IBM, noise levels in the core zone near the sources and at
different sites in the buffer zone have been recorded. Ambient Noise levels within the
mine and around were recorded using a digital sound level meter to establish the
existing scenario. Annexure-5 gives the sound levels recorded at the monitoring
locations in the core and buffer zones. Locations of noise recording stations are shown
in noise quality monitoring station plan and also given below:
Code Station Distance, kms Direction
N1 Mine site - -
N2 Doddabyaladakere 2.25 N
N3 Jaisuvarnapura 3.25 NE
N4 Naganaikanakatte 6.00 NW
N5 Melanahalli 5.25 E
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Noise levels monitoring is done considering all the cardinal directions with an average of
atleast 15 minutes. The noise level data with time and date of measurements are
specified in the annexure.
A summary of the noise levels during day and night times is given below:
(Units in dBs)
N1 N2 N3 N4 N5 Stations
Max Min Max Min Max Min Max Min Max Min
Daytime 44.5 36.7 44.3 32.2 45.0 34.2 41.0 32.5 42.5 32.0
Nighttime 37.5 34.3 32.4 29.6 34.3 30.8 33.1 28.8 33.6 29.3
The Ministry of Environment and Forests has notified ambient standards w.r.t noise vide
gazette notification dated 26th December 1989. It is based on the weighted equivalent
noise level (Leq). The standards are presented below:
Noise levels dB(A) Leq Area Code Category of Area
Day Time Night Time
A Industrial Area 75 70
B Commercial Area 65 55
C Residential Area 55 45
D Silence Zone 50 40
The noise generation is expected to be on a lower scale with respect to the core zone
even though the proposed activity is a mechanized mining deploying a Hydraulic
excavator in combination with 8 tippers. Drilling and blasting are minimal; therefore
ground vibrations are insignificant to cause any impacts at all.
3.2.2 Anticipated Impacts
Noise is produced due to movement of heavy earth moving machineries & the haulage
vehicles, the pronounced effect of noise is felt only near the active working area.
Though the proposed activity is mechanized open cast method of mining the impact of
noise on the surrounding areas are minimal & appropriate mitigative measures will be
adopted accordingly.
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The noise survey conducted at various locations in and around the mining area shows
the background noise levels to be in the range of a maximum of 45 dBs at daytime and
34.3 dBs at night time in the buffer zone villages, which are well within the permissible
limits for rural residential area.
The core zone does not have any human settlements. The lease area is not inhabited
by any wildlife, as there is no forest cover. Hence the impact of noise on wild life is
insignificant. As drilling & blasting are not proposed the ground vibrations will be
insignificant to cause any adverse impact.
Exposure to higher noise levels than the permissible levels will have the following
impacts:
Prevention of sleep, insomnia and fatigue.
Decrease in speech reception, communication distraction and diminished
concentration, thus affecting the efficiency of the person.
Chronic psychological disturbance including impaired hearing.
In certain extreme cases there are irreparable cardiovascular, respiratory and
neurological damages.
The impact due to noise levels generated by the proposed activities on the human
environment is insignificant as the noise generated is below tolerable ambient and
hence the impact on hearing due to the noise levels will also be negligible with respect
to the proposed activity as they conform to the stipulated standards of noise levels.
Impact Prediction: Anticipated noise levels at mine boundary resulting from
operation of the excavation have been computed using point source model.
Computation of noise level at the mine boundary is based on the assumption that there
are no attenuation paths between the source and the mine boundary.
Basic phenomenon of the model is the geometric attenuation of sound. Noise at a point
generates spherical waves, which are propagated outwards from the source through
the air at a speed of 1,100 ft/sec, with the first wave making an ever-increasing sphere
with time. As the wave spreads the intensity of noise diminishes as the fixed amount of
energy is spread ever an increasing surface area of the sphere.
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The assumption the model is based on point source relationship i,e. for every doubling
of the distance the noise levels are decreased by 6 dB(A). Point source propagation is
defined by the following equation:
Lp2 = Lp1 - 20 log r2/r1
Where Lp1 & Lp2 are sound pressure levels at points located at distances r1 & r2
respectively from the source.
The max noise levels at the core zone during day and night times was found to be 44.5
& 37.5 dB (A) which is less than the prescribed limits of 55 & 45 dB (A) respectively.
Impact due to the transportation activity is minimal as loading & haulage of materials
will be from the mine site to the stockyard through well-prepared all weather roads.
Noise generation may be for an instant or for an intermittent period of time, which are
within the stipulated limits of CPCB.
The lease area is not inhabited by any wild life as the proposed working is on a govt.
revenue land & also there is no thick vegetation cover. Hence there will not be any
effect of migration or extinction of wild life nor are there any endangered avi faunal
species in the lease area that will be affected due to the noise created by the mining
operation
Impact due to the transportation activity is minimal as loading & haulage of materials
will be from the mine site to the stockyard through well-prepared all weather roads as
of present, transportation in the future is also envisaged to not have much impact as
they are proposed to take the same routes as of present.
Noise generation may be for an instant or for an intermittent period of time, which are
within the stipulated limits of CPCB. Hence the impact of noise levels on auditory
function of a human is insignificant as of now.
3.2.3 Proposed Mitigation Measures
Identification of mitigation measures for noise abatement including noise barriers for
point sources and line sources are undertaken and measures to minimize the impact is
proposed:
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Proper and timely maintenance of mining machinery adhering to original
equipment manufacturer’s recommendations of maintenance.
Limiting of speed of haulage vehicles/tractors leaving the mine to a moderate
level to prevent undue noise from the empty vehicles.
Periodic inspection and checks of the risk prone areas and equipment have to
be conducted.
Provision of good ear plugs/ear muffs to workers in noise prone areas like
drilling, blasting.
Safe guarding of operators cabins in mining machinery from noise arising out
of the machinery.
Growing of trees with thick foliage along the roads & lease boundary.
Adequacy of the proposed pollution control measures will be evaluated periodically so
as to minimize the occupational exposure. As the proposed workings are mechanized
the operators and other workers involved are well protected with sound proof cabins
such that the exposures are minimized. Presently the noise levels monitored are well
below the prescribed standards and the control devices provided as of now are
sufficient enough to prevent any exposures during the proposed workings. Modifications
if any would be notified as and when required.
3.3 Water Environment
3.3.1 Baseline Status
Understanding the water quality is essential in preparation of Environmental Impact
Assessment and to identify critical issues with a view to suggest appropriate mitigation
measures for implementation.
The source of water in the area is generally the groundwater. The lease area is hilly
terrain and there are no sources of surface watercourses i.e. perennial streams or
ponds within the vicinity of the core zone. The sources of potable water in the region
are the tube wells & dug wells.
During the post monsoon the water bodies are likely to be affected by the proposed
activities. The assessment of the water quality area and in the mine area includes the
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quality assessment of parameters as per the IS: 10500 standards. Considering all the
facts three water-monitoring stations have been selected which are shown below in the
table:
Code Station Distance Direction
GW1 Near mine site - -
GW2 D.B.Kere 2.25 N
GW3 Jaisuvarnapura 3.25 NE
The average rainfall in the area is around 698.65mm/annum; the drainage pattern in
the study area is of dendritic type. As observed in the nearby bore wells, the water
table in the area is at a depth of more than 45-50 mts from the general ground level.
Physico-Chemical Analysis Report
The water quality analysis stations thus located are been analyzed and the analysis data
is shown as Annexure 6 and a summarized water analysis report is shown in the table
below:
Code pH Iron as
Fe, ppm
Coliforms, MPN/100
ml
TDS, mg/l
Fluorides as F, mg/l Chlorides,
mg/l
GW1 6.95 0.02 Absent 460 0.9 220
GW2 7.21 0.02 Absent 410 1.0 168
GW3 7.08 0.01 Absent 470 0.8 173
Biological & Bacteriological Characterization
Water samples were collected in sterile bottles/vials for various examinations to avoid
contamination. The report is presented below.
Total coliforms Nil Faecal coliforms Absent
Plankton Analysis: Bacillairiophaceae/diatoms Navicula - sp Melosira - sp
Chyanophyceae/blue green algae Cyalobacteria Oscillatoria - sp
The iron & Manganese level in the water samples are analyzed and it was found that
the manganese level was found to be below detectable level.
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Parameter Permissible limit GW1 GW2 GW3
Iron as Fe, mg/l 1.0 0.02 0.02 0.01
Manganese as Mn, mg/l 0.3 BDL BDL BDL
Delineation of water sheds and water drainage pattern is updated by using remote
sensing satellite imagery. As the workings will be well above this there will be no
interception of ground water and inundation of mines from ground water is not
anticipated.
There is no Surface water in the study area and withdrawal of the same is not
envisaged hence water balance of the surface water is not prepared.
Hydrogeology: The occurrence of ground water is controlled by the intensity and
depth of weathering and by the presence of joints and fractures, which may vary from
place to place. During the rainy season due to infiltration of rainwater, the weathered
zone gets fully charged and water table rises and augments the ground water storage.
The ground water recharging is mainly due to the rainfall received which is quite scanty
in the region. Therefore the depth of the water table level in the area is 45 - 50m the
ground level. The ore body occurs along the hill ridge. The natural gullies drain the
rainwater from the workings and encountering ground water in this mine is ruled out.
There are no aquifers in the proposed area hence water absorbing capacity of the same
is not indicated
Ground water Potential: Occurrence of ground water is mainly controlled by water
table conditions. The ground water recharging is mainly due to the rainfall received
which is quite scanty in the region. Ground water recharge test was conducted during
the study period which shows the depth of the water table to be about 45 – 50m the
ground level. The pits created during excavation can be modified into recharging pits
and thereby rainwater harvesting can be done and hence maintaining the water balance
of the area.
The mining activities do not require any water as consumption of water for the
proposed activities is nil. As there is no ground water withdrawal in the mine site
ground water balance for the same is not prepared.
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Water Requirement
The water consumption at the mine site is generally for
Dust suppression
Afforestation
Drinking purposes
Water requirement for the proposed production is about 25 KLD, which will be met by
several ground water sources, and hence exploitation of surface water and the aquatic
biodiversity is not anticipated.
(KLD) Purpose Avg. Demand Peak Demand
Dust suppression 15 16 Drinking 5 7 Green belt 5 7
Total 25 30
Since there are no proposals for setting up an ore processing unit or a beneficiation
plant, wastewater production from these processes is not envisaged. Hence no
wastewater treatment is planned for this project. Rain water harvesting to replenish
groundwater is proposed after consultation with concerned officials.
There are no water bodies existing within the mining lease as of now but future
workings are likely to create artificial water bodies that can be utilized for recharging
the ground water. There are few seasonal nallahs and water bodies in the buffer zone
of 10 kms, the water bodies lie close to Huliyar, Sommanahalli & Kanchipura.
3.3.2 Anticipated Impacts
There are no perennial rivers or streams present in the area but there are a couple of
small nallahs, which are seasonal in nature. But no proposals are put forth to shift any
of the water courses hence impact on them are not envisaged. The probable cause of
surface water is soil erosion and wash-off from the dumps. Therefore the impact of
mining on hydrogeology is studied and mitigative measures to conserve the water
resources are taken up such as preventing wash-off of mine silt and uncontrolled run-
off water during monsoon. As the water table in the area is about 45-50mts below the
general ground level the intersection of the groundwater body during the mining
activity is not envisaged. Ground water horizons are structurally and topographically
controlled. And hence problem due to inundation is also not predicted.
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The mining activities can cause adverse impacts due to mine drainage, siltation due to
storm water & contaminated water from domestic sewage. The analysis results of three
different samples collected shows that the water is Potable as all the parameters are
well within the stipulated limits.
3.3.3 Proposed Mitigating Measures
As the proposed activity involves dry excavation process with no beneficiation process
the impact due to effluent generation is not predicted. The probable cause of surface
water is soil erosion and wash-off from the dumps. Therefore the impact of mining on
hydrogeology is studied and mitigative measures to conserve the water resources are
taken up such as preventing wash-off of mine silt and uncontrolled run-off water during
monsoon. There is no wastewater generation due to the proposed mining operations
and hence management plans for the same are not envisaged. The presence of mine
drainage or siltation is nil except during the rainy season, for which appropriate
mitigative measures are planned.
Storm Water Management Plan: Mining operations are restricted during the rainy
days thus the workings accounts to a maximum of about 300 days/ year. Hence the
possibility of freshly excavated material being carried away by the storm water into
nallahs is avoided. The seasonal nallahs present in the lease area will channelize the
storm water.
The storm water carries the silt generated from the ore, overburden and soil of the
mine area. Check dams will be constructed at the lowest level of each nallah to collect
the storm water. The clear overflow from the check dam is passed on the downside of
the nallah to maintain the natural course of water in the region. Retaining walls shall be
constructed below the foot of the dump slopes. The slopes shall have contour trenches
of 1m interval where saplings shall be planted to consolidate the dump.
Structures Proposed
Check dams 7 check dams of about 40 mts length
Retaining walls 4 walls are proposed for about 1.2m x 1.2m in length
Dump toes At various places to channelize water to prevent erosion
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As the proposed area is close to a forest land the proponent proposes to conserve the
existing waterholes in the forest and also create a few water holes by converting the
excavated pits at the end of the mine life for wildlife and will also help in recharging the
ground water. The excavated pits will also be used for recreational activities or for
pisiculture accordingly. The withdrawal of ground water is within the threshold limits of
recharging & hence its impact is not anticipated. The proposed afforestation
programme will also increase the rate of recharging the ground water in this area.
At the end of the mine operation the proponent has proposed to convert few of the
mining pits into artificial ponds to store the rainwater, which could be used as a
reservoir in the locality which will in turn help in recharging the groundwater table.
Rainwater harvesting will be taken up after consulting the concerned officials about the
feasibility of such a setup, so that water stored can be used for water sprinkling and
afforestation purposes thereby conserving the ground water source. The rainwater
harvested will also be used for dust suppression at the haul roads and the mine heads.
They will also be used for dump stabilization.
3.4 Land Environment
3.4.1 Baseline Status
3.4.1.1 Soil Quality
The normal mineral composition of plants is affected by alteration in soil composition.
Soil could well represent the topsoil cover, which is rich in nutrient content and the sub
strata where additional features like the textural class, infiltration rate, field capacity &
wilting coefficient, pH etc are important.
Three locations were selected for analyzing the soil quality status around the subject
mine. The soil samples were collected from the core and buffer area within 10 kms of
the study period.
S1: Mine site, S2: Chikka Byladakere (Agricultural lands), S3: Jaisuvarnapura
(Agricultural lands)
Soil samples were tested for their physico-chemical & microbiological properties and are
given in Annexure-7. The summary of the soil analysis data are given below:
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Parameters S1 S2 S3
pH 7.15 7.27 7.45
Water holding Capacity in % 16.54 14.65 18.50
Organic Matter, meq/100 gms 1.32 1.16 0.98
Chlorides as Cl, meq/100 gms 10.2 12.5 9.8
Sulphates as SO4, meq/100 gms 0.2 3.8 2.9
Available Nitrogen in kg/ha 256 267 236
Available Potassium in kg/ha 220 235 210
Available Phosphorus in kg/ha 63 71 58
The soil fertility of the samples collected are studied and was found that the mine site
showed infertile soil with a low NPK value & the water holding capacity of the soil is
also very low such that no agricultural crops can be grown. The soil sample at
Jaisuvarnapura is found to be quite fertile for most agricultural crops; it showed 0.9
meq of organic content/100g of soil. The NPK content is fairly present in the soil sample
which shows the better soil fertility.
3.4.1.2 Existing Land Use
The area proposed for mining falls under the Government revenue lands over an extent
of 12.58 Hectares. The proposed mine site is dominated by rugged hilly terrain with
elevations varying between 914m to 836m RL. As of present the entire area comprises
of thorny bushes & shrubs. The subject area is a revenue land not used for any other
purpose and is prospected for mining iron & manganese ore by the lessee. The
surrounding area has a few patta lands & the buffer zone has few abandoned mining
leases. The core zone (lease area retained) does not fall under the forest land but only
lie in close proximity to the Kudre Kanave Kaval state forest in the south western side.
The land use and terrain patterns of the study area can be observed from the remote
sensing satellite imagery IRS-1C - LISS-III data. The land lies in close proximity to the
Kudre Kanave Kaval State Forest which is an open scrub forest. But the lease area
exhibits no thick vegetation except for some thorny bushes & shrubs. The waste
generated from the mine is dumped separately. The buffer zone upto 10 kms from the
mining lease comprise of few villages. These villages include some hamlets. The villages
in the buffer zone are indicated in the key plan. The study area (buffer zone) comprises
of revenue and patta lands falling in Doddabyaladakere village limits.
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Location and rate of yearly generation of waste quantity & mineral rejects are shown in
the plans.
Land Use Pattern (Area in Ha)
S. No. Purpose of use Present Proposed Conceptual
1 Area to be excavated 2.70 4.85 6.672
2 Storage of top soil Nil Nil Nil
3 Overburden/Dump 0.80 2.00 2.338
4 Mineral Storage 0.10 0.10 0.100
5 Infrastructure 0.02 0.02 0.020
6 Roads 0.50 0.50 0.500
7 Greenbelt Nil 2.50 4.520 (1.820 on dump)
8 Mineral separation Plant 0.05 0.05 0.050
9 Others Nil 0.20 0.200
10 Un disturbed area 8.41 2.36 Nil
Total 12.58 12.58 12.58
Belt Conveyers are not proposed within the area as the proposed area is just 12.58 Ha
but the transportation of ore along the haul roads will be done using closed lorries and
thus avoid fugitive dust emissions. The proponent proposes to use rail services for the
mineral transportation for long distance transportation. The proponent has no stock
yard in the rail yard & hence no EMP is submitted for the same but proposes to have
one in future after applying for the same.
Transportation of the ore from pithead to stockyard over a distance of about one km
shall be done using tippers. Mine waste is also being transported to respective dump
yards through tippers.
3.4.2 Anticipated Impacts
The anticipated impacts on the topography of the core zone will be changed due to the
proposed activities in the form of digging, leveling of lands & dumping of waste etc.
these have the potential to effect in the form of land erosion, changes in the ground
cover etc. Open scrubs mark the general topography of the area.
The proposed lease area is devoid of any surface water body except for a few seasonal
nallahs hence impacts on water drainage pattern anticipated due to the mining activity
on the land environment is nil.
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Impact on Land use Pattern
The proposed mining activity and other developmental activities will have an impact on
the present land use. The applied ML area is 12.58 Ha of only revenue lands of which
the area proposed for excavation of minerals is 4.85 Ha. As the proposed area does not
involve any forestlands impact on forestry is not envisaged. As the area is also devoid
of any agricultural activity their possible impacts are also not predicted.
As far as impact on the land use pattern is concerned, the buffer zone will not be
affected as the mining operations are confined only to the core zone. However, the
buffer zone i.e. adjacent area to the Mining lease consists of several other Mining lease
on all the sides. They are of greater concern as the mining operations; the eventual
pollution affects & solid waste disposal could drastically influence the landscape and
aesthetic beauty of the area. The OB generated, as a consequence of mining activity
will not be mixed with non-saleable or sub grade, they will be utilized for bund
formation. There is no likelihood of top soil generation however if any generated they
will be utilized for green belt development in & around the mine site.
Impact of Leachate water is envisaged to be nil as sufficient no. of retaining walls will
be constructed all along the dump toes to channelize the water collected there such
that there would be no change in groundwater quality.
The mine workings are planned scientifically such that the occurrence of landslides or
failure of mine benches is not anticipated.
The soil quality of the proposed lease was found to be well within a moderate
concentration. Topsoil generation is not expected however if generated they will be
shall be stacked temporarily and utilized for Afforestation works.
Impact of mining on the local biodiversity is observed to be insignificant as there are no
proposals of deforestation of the surrounding forest cover for the proposed activities.
3.4.3 Proposed Mitigating Measures
Delineation of the mine closure plan is considered with respect to restoration and
reclamation of the mined out area. The mined out area are thus reclaimed or restored
with respect to the surrounding land use as follows:
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3.4.3.1 Reclamation of mined out areas
Land degradation is one of the major adverse impacts of open cast mining activities and
efforts to control adverse impacts would be incomplete without appropriate land
reclamation strategy.
The lessee will take up restoration & reclamation of the mine spoiled area within the
core zone as integral part of the mining activity. The waste generated during mining will
include overburden and other ore zone waste, which will be disposed into the dump
yards or used for reclaiming the mined out areas. Parts of the mined out pits will be
converted into artificial lake or a water body as a part of Hydro reclamation.
As a part of the progressive mine closure plan the following reclamation is been
proposed:
Period Reclamation
2007-2010
2012-2017
2017-2022
Worked out areas of about 1.0 Ha to be afforested apart
from the proposed 0.5 Ha.
(Plantation on dumps, near statutory building, Avenue
plantation etc & construction of check Dams, retention
walls, gully plugs etc )
As this area sometimes experiences acute draught like situation, the water body can act
as source of water. The area surrounding the lake will be beautified by landscaping.
The remaining area in the lease area will be handed over to the local people for social
forestry after taking the necessary steps towards the betterment of the land quality.
The fertility status of soil in the study area will not be affected. There will not be any
impact on the bio-diversity of the study area as the mining activities are limited to the
lease area and required suitable measures will been taken.
3.4.3.2 Soil Erosion
Hill slopes are vulnerable to soil erosion. Construction of check dams and gully plugs
will be an effective insulation to arrest soil erosion. Plantation on the dump slopes will
also help in stabilizing the dumps, which shall also contribute in improving the situation.
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3.4.3.3 Topsoil Conservation
The top soil dump surface is proposed to be covered by mulches and growing of
grasses and legumes, which protects not only from wind erosion but also will improve
the soil quantity. The soil quality of the proposed lease was found to be well within a
moderate concentration. The system of selective removal of the topsoil wherever
encountered will be stacked separately. Terracing of dumps will also form an effective
control measure in reducing soil erosion. Topsoil generation is not excepted, however if
generated they shall be stacked temporarily and utilized for Afforestation works.
The land use plan post mining for the core zone with environmental management is
delineated as follows:
Land use Description
Plantation Water body Public use Undisturbed Total
Top soil - - - - - External waste dumps 1.682 - - 0.300 1.982
Excavation - 4.094 - - 4.094
Road - - 1.200 - 1.200
Built up area - - 0.459 - 0.459
Afforestation 1.321 - - - 1.321 Undisturbed area 3.524 - - - 3.524
Total 6.527 4.094 1.659 0.300 12.580
3.5 Biological Environment
3.5.1 Baseline Status
Ecological survey was carried out by field visits in the study area of 5 kms radius to
observe the species and to assess the status of dominance, density, frequency,
abundance, etc. Besides, personal enquiries & discussion with local people and forest
department officials were also conducted to get a fair idea of the existing ecological
status.
Flora: A survey was been conducted in the study period within a radius of 10 kms for
the assessment of the biological environment in the study area. The mining area is
devoid of any vegetation including large tree species. They contain only thorny bushes
on the bunds of agricultural lands. In the buffer zone area of 10 kms, Neem, Tamarind,
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Jali, Eucalyptus trees are seen. Natural vegetation like grasses and wild shrubs grow
here during the monsoon, which is useful for grazing and during the summer they dry
out. The authenticated list of flora and fauna of the Chitradurga forest division has been
enclosed.
Fauna: No endangered species are found in the study area. During the field survey the
following common variety of fauna like Jackal, Rabbit, Rats, Deer, Fox, Snakes etc were
observed. The common birds seen are Crows, Sparrows, Barbets, Partridges etc, exists
in the area. There were no endangered or endemic species in the study area. An
authenticated list of the fauna has being collected indicating the endangered & endemic
species with their scientific names as well as their local name as per the Schedule of the
Wildlife (Protection) Act.
Agricultural activity
As rain fed farming is still followed in the area most of the crop cultivation is subjected
to risk and uncertainty and consequently, the technological status of crop cultivation is
still low. Main agricultural produce in the area include:
Cereals Oil seeds Pulses Cash Crops
Paddy Groundnut Cow pea Cotton
Jowar Sunflower Bengal gram Tobacco
Wheat Safflower Horse gram Sugarcane
Maize Castor Green gram -
It was observed that technological status of irrigated farming is better than that of rain
fed cultivation. Soil testing, use of quality seeds, application of chemical fertilizers and
plant protection have been reported substantially by the farmers under irrigated
conditions.
Existence of National Park, Sanctuary, Biosphere Reserve, etc is not observed within 10
kms of the mine site. Deforestation of the area is not proposed for the mining activity
hence estimation of the no. of trees cut is not carried out.
Photographs showing the vegetation cover in the lease area are enclosed.
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3.5.2 Anticipated Impacts
Since the proposed lease area is already explored, the biodiversity to be affected is nil
within the core zone i.e. the mine area, dump area & the haulage roads. But the impact
can be considered insignificant as the region consists of only skeletal vegetation
consisting of grasses & thorny shrubs with no rare & endangered species. As the mining
activity will be limited only to the core zone the impact on the flora of the buffer zone is
also insignificant. However afforestation planned to be undertaken in the mine and
surrounding areas will over a period of time, upgrade the flora.
The area is not a significant faunal habitat hence impact on the same is not predicted.
The impact on the wildlife including the avifauna of the buffer zone due to the mining
activity will be minimal. Green belt shall be developed all around the boundary to avoid
inadvertent entry of animals to the lease area.
There shall be no habitat fragmentation or blocking of migratory corridors due to the
proposed mining activity. Moreover progressive plantation activity over a period will
create conditions favorable for faunal habitat.
3.5.3 Proposed Mitigative Measures
Mitigative measures proposed are in terms of afforestation over the mined out areas.
Delineation of the same will be carried out as the mining activity proceeds. Mine
benches and overburden will be stabilized by developing a vegetation cover over them.
Species with good canopy & extensive root system will be utilized such that the mine
benches are stabilized. With the mining operations concentrated on the slopes and
ridges of the rocky hills, ecological damage shall be a minimum. With the afforestation
program in the lease area, improvement in the green cover is expected. The air
pollutants like NOx may have some injurious effect on the natural vegetation in the
buffer zone. But as observed from the ambient air quality data, these pollutants are
very low in concentration.
The afforestation to be taken up provides the requisite floral biodiversity. Afforestation
will be taken up on the soil bund, its terrace and slopes in the phased manner. 2.5 Ha
of area is earmarked for afforestation in the proposed plan period. The species chosen
for green belt are fast growing with good canopy and dense leaf density, and some
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ornamental plants to give good aesthetic look. Details of the afforestation program are
given below.
Year Nos Survival rate Location Saplings
2007-08 1000
2008-09 1000
2009-10 1000
Total 3000
60% Haul roads & Dump slopes
Hamata grass sps., Bio-Fuel plants like
Honge, Neem, Badam etc.,
The measures underway to improve vegetation and reduce noise and air pollution will
help in containing the impact on the fauna and flora of the buffer zone to a greater
extent. The Dump shall be suitably stabilized using Hamata grass species and legumes.
The slopes shall have contour trenches of 1m interval where species of plants shall be
planted to consolidate the dump. On the dump terraces agricultural/plantation activity
could be carried on.
Recommended plant species
The plantation of saplings will be more of local species so that bio-diversity is further
enriched. Relevant forest authority would be consulted for successful
reclamation/afforestation programme. The plant species which are indigenous, fast
growing, spreading roots, broad leaf base etc, would be selected for
plantation/afforestation with focus on different mine problems.
Some of the recommended species are
Acacia sp.
Mangifera indica
Azadiracta indica
Tamarindus indica
Gulmohar
A green belt will be developed around the lease boundary, haul roads, dump slopes,
ultimate pit etc., to protect the surrounding areas from dust and sound. For which
plants suiting the geo-climatic conditions, shall be selected. As there are no proposals
for deforestation, compensatory afforestation is not envisaged. But afforestation of
reclaimed mined out areas with economically beneficial plantations are proposed to be
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grown. A thick green belt of at least 50m width all along the lease area is proposed thus
preventing any adverse impacts on the biotic environment.
During the afforestation work, the combination of different species shall be taken
selection of plant species based on its height, quick growth, broad-leaved, leaf density
and drought tolerant species will be taken into consideration. Guidance from the local
forest department shall be taken in the selection of species and their maintenance.
A separate monitoring cell would be constituted to supervise and monitor the various
measures proposed.
Management plan for the core zone for the entire lease period in terms of soil &
moisture conservation is delineated. The plan includes development of green belt
development around the mining benches, the crushing units & OB dumps. One-hectare
area of forest with broad leaf species would arrest 30 to 50 tonnes of dust generated.
Retention walls to the O.B. soil dumps are proposed to check the suspended particles
rolling down and choking the natural drainage system of the area. The designs and
locations of the proposed check dams & retaining walls are shown on the environmental
plan& the conceptual plan.
The proposed plan includes developing green belt around mining benches, crushing
units and overburdens. Afforestation in terms of avenue plantations is also proposed to
be carried out along the road sides and in the worker colonies with suitable species of
grass, shrubs & trees. Native hardwood varieties are given priority for avenue
plantations. Proposed year wise afforestation for the study zone has been delineated
with an expenditure cost of Rs. 1.00 lacs/annum
Year Location Nos Cost (Rs)
2007-08 1000 1,00,000
2008-09 1000 1,00,000
2009-10 1000 1,00,000
Total
Along the lease boundary, mineral storage area, haul roads & around the
screening plant 3000 3,00,000
The following conservation plan shall be taken into consideration:
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As a part of the conservation of the flora & fauna of the region, the project site
& its surrounding shall be guarded & protected against forest fires & illegal
cutting of any trees.
Trenches & fencing all along the lease boundary will be dug to prevent
accidental entry of domestic/wildlife if any in to the mining area.
Mining activities are to be in accordance with the conditions imposed as per the
agreement entered into by the lessee.
Mining & allied activities shall be restricted only to the lease area and shall not
be taken up outside the lease area endangering the forest in the buffer zone.
As per the guidelines & consultations of the PCB, afforestation & plantation
works shall be taken up.
Guards/personnel shall be appointed to guard the working area from any illegal
activities and untold actions.
3.6 Socio-Economic Component
Socio-economic study is an important integral part of environmental studies. Existing as
well as upcoming projects will have some adverse or beneficial impact on the
environment. Information has been compiled from secondary sources including various
government and semi-government offices.
3.6.1 Baseline Status
Population & Literacy
There is no inhabitation within the lease area. There are 27 human settlements in the
buffer zone with a total population of 43,832 forming 9,356 households at an average
of 5 persons per household as per 2001 census data. Of the total population only
68.45% of the population is literate. The 10 kms radius of the study area falls under
Hosadurga taluk. The nearest habitation is Dodda Byladakere village at a distance of
2.25 km from the mine with a population of 1,317.
There are no places of historical, cultural or ecological importance in the core or the
buffer zones.
The SC population is more than the ST population. The overall SC/ST population is
24.2% of the total population. The SC & ST population is given below:
SC Population: 7,520 (17.2%)
ST Population: 3,185 (7.2%)
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Information has been compiled from secondary sources including various government
and semi-government offices. The settlements are shown in the Transportation Network
and Settlement plate.
Occupational Pattern
The occupational pattern of the population has been detailed and given as Table -5.
The perusal of the tables reveals the following occupation status of the study area:
Details Total Male Female
Workers 20015 13350 6665
Non workers 4412 1195 3217
Marginal workers 23112 8826 14286
(MW ~ Marginal workers, NW ~ Non workers, W ~ Workers)
The village wise break up of the detailed Demographic profiles and the socio-economic
data analysis as per the 2001 Census is presented in Tables (1 – 5).
Existing Infrastructures & Utilities
Educational Facilities: Primary schools are present in all the villages. Higher
secondary education is available at Huliyar, Kenkere, etc, for better educational courses
& other job oriented technical courses one has to seek facilities from Chitradurga, Tiptur
& Tumkur. Some of the near by villages having educational facilities & literacy centers
are given below:
Worker Details
0 5000 10000 15000 20000 25000
W
NW
MW FEMALE MALE TOTAL
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Name of the Villages
Primary school
Middle school
Sr. secondary
school College Training
school
Adult literacy center
Melanahalli Y N N N N N
Naganaikanakatte Y N N N N N
Gollarahatti Y Y N N N N
Arasingundi Y Y N N N N
Chikka Byladakere Y Y Y N N N
Dodda Byladakere Y Y N N N N
Jaisuvarnapura Y Y N N N N
Kenkere Y Y Y Y Y N
Huliyar Y Y Y Y Y Y
Elenadu Y Y Y Y N N
Medical facilities: Community health centers are present in all villages. In addition,
there are registered medical practitioners in almost all the villages. Some of the villages
like Kenkere, Huliyar & Kittadahal have maternity & child care centers. For sophisticated
medical facilities the villagers have to go to Hosadurga & Chitradurga.
Drinking water: Open wells and bore wells are the major source of drinking water. In
some villages public water supply is also available.
Communication: There are good approach roads in the form of state highway passing
through major towns & villages and metal roads linking smaller villages. Bus facilities
are available in almost all the villages.
Power: All the villages in the buffer zone have electricity supply. However, supply of
electricity through rural feeder is sometimes erratic.
Post and Telegraph: Postal facilities exist in majority of the villages, nearest being
Dodda Byladakere. Telecommunication facility is also available in some of the villages.
As the core zone is a notified govt. revenue land there can be no claim from the private
land owners indicating loss of income due to the proposed activity. The proposed area
is along the Kudre Kanave Kaval forest and there is no loss of rights in terms of cattle
grazing land as the proposed area is surrounded by several other mine leases. The
mine activities do not involve any common property resources in the core zone. It can
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be observed that the mine transportation is along the haul road meant for the ore
transportation and which is not frequented by the public or the villagers, the mine road
connects the state highway which is just a kilometer from it.
3.6.2 Anticipated Impacts
According to the survey conducted in the villages near by the nature of impact that
could bring a change in the socio-economic condition of the people living in close
proximity of the mines. The proposed mines could bring a positive change in the village
as the mine shall provide employment to more than 100 people.
As rain fed farming is still followed in the area most of the crop cultivation is subjected
to risk and uncertainty and consequently, the technological status of crop cultivation is
still low. As there are no agricultural lands within 2 kms of the core area impact on the
cropping pattern and crop productivity is not envisaged.
The main source of livelihood of most people within 2 kms radius is generally
agriculture and mining. As most people depend on rains for agriculture the off season
occupation of the population in majority is mining activity. The most vulnerable section
of people will be provided with petty contract works and other unskilled work such that
a source of living is provided. Grazing lands are not affected due to the proposed
mining activity as the activities proposed are entitled to be specific to the core zone.
The access routes frequented by the people are not affected by any of the mining
activity.
Human Settlements
The lease area does not cover any habitation, hence the mining activities does not
involve any displacement of human settlement. No public buildings, important places,
monuments etc., exist within the lease area or in the vicinity. The mining operations will
not disturb/relocate any village or need resettlement during the entire mine life. Thus
no adverse impact is anticipated.
3.6.3 Proposed Mitigating Measures
Social welfare & Compensatory activities
The project proponent with the help of local social welfare workers will take up welfare
activities like providing drinking water and sanitary facilities for the people in the buffer
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zone area. The local womenfolk shall be involved in afforestation works thereby
providing them with means of earning an income.
Various development schemes are formulated similar to the schemes executed by
various Govt. agencies. The proposed schemes are based on various levels such as
community based, household wise & individual wise and there by providing gainful
activities on sustained basis.
A need based survey was conducted in various nearby villages according to which
various measures have been implemented. Scholarships to meritorious students provide
books or other necessary facilities to the needy children of the workers and other village
people. Vocational training to eligible boys & girls will be provided with financial
assistance. Special monetary scholarships to select meritorious students will be provided
till their higher studies.
They also propose to provide initial financial support to people interested in taking up
gainful economic activities on a sustained basis. Monetary help will be rendered to the
villagers for developing fodder farm, rearing of goat, sheep etc in their respective
homestead lands thereby providing a regular source of income.
The proponent proposes to identify barren land in the surrounding villages with the help
of the local people to take up social forestry for the needs of the villagers. He also
proposes to initiate the local people especially the women folk with the help of self-help
groups in planting fruit bearing species. They also plan to initiate the local people
especially the women folk with the help of self help groups in planting fruit bearing
species like Mango, Tamarind and other local varieties including fuel wood. Proponent
with the help various agencies would provide marketing of their finished products. They
also propose to identify convenient collection centers for the minor forest produce.
The royalty collection against the mineral produced as per schedule is beneficial as it is
earning finance to the exchequer of the government, which will be used for various
public welfare activities.
Employment
The mining activity will improve the standard of living & economic status of the people
in the nearby areas. Continued mining activities will benefit the local people by way of
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development of more infrastructural facilities provided by the local industry as mining
boosts up the local market, which will invite people from different places to install their
ancillary units here and also provide employment opportunities to the people. More
than 100 people residing in the nearby villages are benefited by the direct and indirect
employment opportunities created by the mining activity.
3.7 Occupational Health
3.7.1 Baseline Status
Occupational health & safety is very closely related to productivity and good employer-
employee relationship. The effect of mining activities on the health of the workers in
the lease area is primarily due to emanation of dust from the transport vehicles, noise
pollution due to various operational activities in the mine as well as the buffer zone.
Occupational health survey is regularly conducted and the health reports are maintained
during the mine operation.
The field survey conducted in the locality of the lease area showed that the people are
commonly suffering from TB, Pneumonia, Dysentery, Arthritis, Common Cold and
Ophthalmologic diseases like Cataract etc. The villagers avail medical facilities from the
public health center located at D.B. Kere & Kenkere, for specific treatments & health
assistance they avail facilities from govt. hospital located at Chitradurga.
The proposed manpower is around 60 including a Mine Engineer with Mines Manger
Competency Certificate, Geologist and other staff. The working hours at the mines will
be 8 hours/day for 300 days/year. The hazardous operations that are likely to be
involved are the drilling & blasting operations which are not envisaged for the proposed
mine handling.
The contributing factors that affect the health of people are dust, gaseous pollutants
excess noise and vibration in the mine. These are categorized as occupational hazards.
Workers are prone to be affected by respiratory & pulmonary diseases, apart from
health hazards related to water pollution, noise & vibrations. The main concern for
public health in the order of severity is:
Respiratory disease
Chronic pulmonary diseases like bronchitis & asthma
Other specific occupational health hazards
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There are major risks involved to the public health due to the proposed mining
activities. Hence impact assessment for the same is not undertaken. Various awareness
programs are developed to explain various occupational exposures to the workers.
Various training sessions will also be conducted regularly by the concerned authorities.
Additionally, the health status of workers in the mine shall be regularly monitored under
an occupational surveillance programme. Under this programme, all the employees shall
be subjected to a detailed medical examination at the time of employment. The medical
examination shall cover the following tests:
Disease Tests to be conducted
Heart Disease Electro Cardio Gram (ECG), blood for lipid profile, stress test, 2d-Echo and other tests as required
Lung Disease Total count (WBC), Differential count, sputum examination, X-ray chest, culture & sensitivity (COS)
Asthma Differential count, ESR, x-ray chest, lung function tests and sputum examination-provoke test if required
Diabetes Random blood sugar, urine sugar-if positive BSL-fasting/pp, diabetic profile
Hypertension BP reading, if required renal profile + ECG and stress test
Abdomen Pain Routine urine for albumin, sugar bile salts + bile pigments, stool examination, USG, Ba meal, liver function test (serum, bilirubic etc) as per requirement
Hearing Auditory tests
3.7.2 Anticipated Impacts
The occupational risks are injuries due to accidents during mining, transportation, at
dump sites, dust related occupational diseases. A list of possible diseases due to the
proposed mining of iron ore & manganese ore are as follows:
Silicosis
Silico tuberculosis
Chronic obstructive pulmonary disease
Lung Cancer
Tuberculosis
Manganism
Dust related Pneumonias
Joint, Tendon & Muscle inflammation
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As all the mining operations will be carried out strictly in accordance with the mines act.
All the necessary provisions under factory act will also be provided therefore risk
involved is minimum.
3.7.3 Proposed Mitigating Measures
An inventory of the risks involved during the proposed project would be delineated with
the measures to mitigate the same and the same would be ensured to the people by
conducting an awareness program in the surrounding areas. Workers will be periodically
deputed to the induction training & awareness programme on health & safety and
various other operational risks.
A safety committee would be constituted where members of the committee would be
from the employees from the mines who would be given training on different aspects of
occupational health & safety. Regular workshops are conducted where workers will be
exposed to the safety aspects of the mine working. A Safety officer would be deputed
to identify the occupational risks at an initial stage to avoid serious damage.
The proponent will appoint a doctor who is trained in occupational health surveillance to
meet the health requirements of the employees. The proponent will also provide
facilities for medical checkups, pathological tests and medicines to all employees.
Programme indicating activities & preventive measures
δ As per the health surveillance plan, all employees will be medically examined
during their first employment & 20% of the workers will be periodically
examined as required under Mines Rule–1955 at Govt. District Hospital at
Chitradurga which has all requisite facilities
δ Rest shelter nearby the mine workings is constructed for the workers to take
rest in between tea & lunch breaks. Cool & wholesome drinking water is
provided to the workers.
δ Separate sanitation (bath/toilet) facilities with sufficient water for
washing/cleaning of hands & legs etc are being arranged.
δ First aid facility at the office premises is available where trained personnel
(Mine foreman/mates with valid First Aid Certificate) will help the workers if
injured during mining operations.
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δ All first aid appliances, stretchers & accessories namely scissors, bandages,
cotton, dettol, tincture iodine or other antiseptics, carbolic soaps, pain balms
& sprays are made available.
δ Government/private dispensaries are also available at D.B.Kere, Kenkere &
Huliyar where qualified doctors attend in case of emergencies.
δ The working areas & haulage roads will be frequently & adequately sprayed
with water by engaging water tankers to avoid emanation of dust during
mining & its allied activities. About 12000-15000 lts/day (i.e. 3-4 trips/day) is
envisaged to be used for this purpose.
The medical expenses will be borne by the mine owner. The medical expenses incurred
by the Employees for accidents or illness due to non occupational diseases will be
reimbursed by the Management. They will also compensate the workers for health
impairment based on the severity of illness/injury arising due to accidents as per
workmen compensation act-1923. Apart from this, Medical Insurance for employees is
also proposed.
Regular Medical Health camps shall be conducted wherein people are thoroughly
examined and health survey including tests like spirometry, pulseoxymetry & lung
function tests shall be conducted and report submitted periodically.
Medical & Health Facilities
First-aid facility is provided at the mines. Apart from medical and health facilities
rendered at the nearby village Public Health Center, there are also government
hospitals at the nearest town Huliyar/Kenkere to meet the health needs of the locality.
The medical histories of all the employees shall be maintained in a standard format.
Thereafter, the employees will be subjected to medical examination on an annual basis.
The above tests will be recorded in the database of medical history of the employees.
These medical histories over a period will show if there are any occupation related
deterioration in the employee’s health. A periodical Survey would be conducted to
assess the health impact on the local people and the workers as a mitigative measure.
The project proponent will be responsible for providing the required expenses for all the
requisite tests. A recurring cost of Rs. 2 lacs/annum is allocated for Occupational Health
activities.
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CHAPTER-4
ADDITIONAL STUDIES
4 Risk Assessment
Risk assessment is undertaken with respect to the regulations prescribed in MMR-1961.
There is no risk to the public on account of any of the factors listed below, as entry of
unauthorized personnel and vehicles into the mining and industrial areas is restricted.
But in an opencast mine, risk to workers may arise due to many factors, the risk
assessment is done covering the following aspects:
Roof fall inside the mine
Since it is an opencast mine this risk is not applicable
Surface subsidence
As the proposed activity is a shallow opencast mining no land subsidence is
expected in the mine.
Inundation
The ground water table is more than 45-50mts below the general ground
level and the workings are high above the ground level, hence there is no risk
due to inundation of mine.
Surface fire (electrical & oil)
There is no power requirement for the proposed mining activity, hence
problems of short circuit and the resulting fire are ruled out. Fire due to oil or
other inflammable material is not envisaged, as there is no storage of these
materials inside the mine.
Storage of explosive and sabotage
No explosives are stored in the mine site; hence there is no danger due to
sabotage.
Failure of mine benches
There is no possibility of failure of mine bench slopes as surrounding strata is
quite compact and hard.
Accident due to blasting & explosives
Since there is proposal for blasting once or twice in a week, drilling & blasting
will be done under supervision of qualified people. Hence, an accident caused
due to blasting is minimal.
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Accident due to heavy earth moving machinery
Since mechanized method of mining is proposed the risk factor due to this
will be taken into consideration and necessary safety measures will be
adopted.
4.1 Disaster Management Plan
DMP is envisaged with a goal to prevent hazards and accidents at work places by
careful design, operation, maintenance and inspection of the mining equipments. The
following control measures will be adopted to take care of hazards/disasters that may
occur during mining operation.
All safety precautions and provisions of Metalliferrous Mines Regulation-1961
will be strictly followed
Fire fighting and first aid provisions will be provided in the Mines office and
mining area
All safety appliances will be made available to the staff and their use regularly
checked
Maintenance and testing of all mining machinery will be done regularly as per
manufacturer’s guidelines
Better upkeeping and maintenance of haulage roads will be done to prevent
road accidents
Increasing awareness of safety and disaster through competitions, posters and
other similar activities
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CHAPTER-5
ENVIRONMENTAL MANAGEMENT PLAN & POST PROJECT MONITORING
PROGRAMME
5 Introduction
An Environmental Management Plan is detailed on the basis of impact assessment.
Control and mitigation measures for the adverse impacts are envisaged. The concept of
EMP has gained sufficient importance without which the mining plan will not be
approved, as it will show gross negligence towards the existing environment. An EMP is
prepared to minimize the likely adverse impacts that may crop up due to the mining
activities.
5.1 Implementation of EMP
As the major environment attributes have been confined to the project area alone,
implementation of the proposed control measures and monitoring thereof will be
undertaken on a regional basis. The project proponent will ensure the implementation
of the measures within the mine area and carryout efficient monitoring.
In order to implement the measures suggested for mitigating the adverse impacts on
the environment, it is suggested to monitor the environmental parameters regularly.
5.2 Environmental Monitoring
Monitoring and feedback becomes essential to ensure that the measures planned for
environmental protection functions efficiently during the entire period of the mine
operation. Changes, not consistent with the mining activities may at any time endanger
the environmental conditions rendering the existing mitigatory measures inadequate.
For assessing the prevailing quality of air, water, noise, land etc., regular monitoring of
these parameters are necessary. The data assessed will be helpful in predicting the
impact and planning suitable measures to improve/ protect the environment. In the
study area, the lessee will carry out monitoring studies for ambient air quality, fugitive
dust, water quality, noise levels and soil quality as per the standard procedures and
schedules.
The monitoring system will include
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Examination of signs of slope failures and excess erosions both along the
pit and the OB dumps.
Inspection of retaining walls, check dams and drainage system.
Monitoring stations in the buffer zone remain the same as selected in this
study for Air, water, Soil, Noise etc.,
The Environmental parameters will be monitored & samples will be analyzed as per the
stipulations of Indian Bureau of Mines & Karnataka State Pollution Control Board as per
MOEF Guidelines. The above monitoring proposals shall be adhered to and the results
shall be intimated to the appropriate authorities for their perusal and records.
5.3 Organizational setup for Environmental monitoring
Environmental Monitoring cell will be under the direct control and supervision of the
Mines Manager. Suitable qualified personnel will assist him in the monitoring operations.
A full-fledged laboratory is not essential; part of the work will be given to recognized
consultants to undertake these jobs. Meteorological data will be collected from the
nearest station. Necessary agricultural tools will be procured for preparation of
seedbeds, mulching and post plantation care.
Regular manpower will be required for supervision, assistance in reclamation works,
monitoring and post plantation care. For afforestation work, construction of drains and
settling ponds/tanks and other maintenance works casual labour will be engaged as and
when necessary.
5.3.1 Environmental Cell
The project proponent is conscious that setting up of a permanent cell with the task of
effective implementation of Environment Management Plan is necessary apart from
having an EMP. Environmental cell will consist of the following officers and staff:
Mines Manager
Geologist/Environmental Officer
Supervisors
Skilled & Unskilled workers
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The cell will be under the control of Mines Manager and will coordinate with the
management and external environmental consultants in implementation of
environmental control measures and monitoring the environmental parameters
regularly.
5.3.2 Functions of the Cell
Implementation of the mitigation measures
Monitoring the programme of implementation
To estimate the efficiency of measures taken
To bring out any other unforeseen effect on environment not covered under the
report
Post-plantation care
Inspection and regular maintenance of mining equipments and transport vehicles.
5.4 Financial Implication for Environmental Monitoring
After an in-depth study of the Environmental Management Plan, the management may
make estimates of expenditure on annual basis for the implementation of different
environmental protection programme. The following tentative estimates are made for
the implementation of various proposed activities.
Sl. No Activity Annual recurring Cost (lacs/annum)
1 Green Belt development 1.5
2 Check dams construction/desilting 1.0
3 Gully checks 1.0
4 Garland drains 1.0
5 Retention/toe walls 1.0
6 Plantation on dumps 0.5
7 Water spraying of haulage roads 2.0
8 Occupational health 2.0
9 Environmental monitoring 2.0
10 Community development works 2.0
11 Miscellaneous 1.0
Total 15.0
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5.5 Post project Hydro geological Monitoring
In respect of hydrological balance, as the mine workings are well above the ground
water table, there will not be any tapping of ground water table during the mining
operations. Water shall be pumped out of the bore wells to meet the requirements of
domestic use and for dust suppression and such quantities pumped out water is well
within the rechargeable limits of the ground water table. Further, the proposed
afforestation programme will increase the rate of recharging ground water in this area.
To prevent the precipitated water entering into the working quarries though surface
drainage and run off water containing some silt, the following measures shall be
adopted. The over burden (O.B) soil cover is scraped in advance of the workings using
dozer and formed as bund using a part of the O.B. soil. This bund will act, as a barrier
for precipitated water entering into the pit and seepage is negligible.
Retaining walls to the O.B. soil dumps are proposed to check the suspended particles
rolling down and choking the natural drainage system of the area, in addition to gully
checks and check dams in the nallahs.
During the post project monitoring programme, plantation monitoring is also done for
ensuring its survival & growth rate so as to keep in check with the no. of plantations
that are proposed are carried out in the reclaimed area within the proposed plan period
& thereby minimizing the level in pollution.
S. Ravikumar B.E B.R. Ashfaq Ahmed Khan RQP/BNG/167/2002/A (GPA Holder)