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LISTS OF CONTENTS,!

Sl.No Contents P"s;N"\p,s",

1 Consent Letter from Applicant 5

2 Declaration of the Applicant A

3 Certificate from the RQP 54 Introduction 6

5 Location & Accessibility 8

6 Geology, Exploration & Reserves o

7 Mining 12

8 Blasting 15

9 Mines Drainage 21

10 Stacking of Mineral rejects and Disposal of waste 2211 Use of Mineral 22t2 Site Services & Emolovrnent Potentia.l 2213 Mineral Beneficiation LJ

74 Environment Manasement Plem

15 Progressive Mine closure plan -1 |

16 Project Schedule aad Cost Estimates 3517 Financial Estimates 3518 Conclusion JO

19 List of Annexures 37-8420 List of Flates 85-97

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Sri.C.H. SakkariyePresident Mannarakkad Taluk KaringalQuarry operators vyavasaya sahakarana sangam limi edMannarakkad Taluk Email lD. mkdso iq:ty@gamil.comPalakkad District (D) Kerala - Phone No: 9744443057,8281729725

CONSENT LETTER FROM APPLICANT

The Mining PIan in respect of Granite Building Stone Quarry in S.Y.No. 24211A1 over anextent of 0.8419 Ha (2.0803 acres), Patta land in Pottaserry Village, Mannarakkad Taluk,Paiakkad District, and Kerala State(Geo Co-ordinates Lat.(N) 10" 59' 59.11' -1 1" 0' 1.95"Long.(E) 76" 30' 02.67"-7 6' 30' 7.89' )has been prepared by Recognized Qualified Person.

I kindly request you to make further correspondence regarding the modification of the MiningPlan with the said recognized qualified person at this following address.

NAZAR AHAMED K VDMG/KERALA/RQP/7/201 6N SQUARE MINING & ENVIORMENTAL SOLUTIONS .LTDKARIMBANAKKAL BUILDING, P.O EDAPPALMALAPPURAM (DiSt), KERALA-679576

I hereby undertake that all the modifications. lf any made in the mining plan by the recognizedqualified person may be deemed to have been made with my knowledge and consent andshall be acceptable to me and binding on me in all respects.

Signat

t lmtruJaqrcrdercd roco3er' e' o1a,od

o c"icoo,r"flti ot ocflu co. mJ'rO6'O6m mto.eto etlA'IoftU

No. SIND (P) 179

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Sri.C.H SakkariyaPrestdent Mannarakkad Taluk KaringalQuarry operators vyavasaya sahakarana sangam limitedMa nnarakkad TalukPalakkaO Drslrict (D). Kerala -

Emarl lD m kdsociety@ga m il. comPhone No 97 44443057,82817 29725

DECLARATION OF THE APPLICANT

The Mining Plan in respect of Granite Building Stone Quarry in S.Y.No .24211A1 over anextent of 0.8419 Ha (2.0803 acres), Patta land in Pottaserry Village, Mannarakkad Taluk,Palakkad District, and Kerala State(Geo Co-ordinates Lat.(N) 10" 59' 59.1 1' -1 1'01 '1 .95'Long.(E) 76" 30'02.67"-76'30'7.89') has been prepared in full consultation with me.

I have understood its contents and agree to implement the same in accordance with Laws,Rules and Act applicable to Quarry.

Place.Date:

Signature of Applicant

C.H.SAKKAIYA

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No slND (P) 17s

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NAZ,,{R .\ TI,{ \I F] I) K.\'I) irl (;/Kli Ii.\ t.A /RQt' t1i2t 6N SQt {IrE \trNt}i(; & IiN\,'ror{t\,tENI'A L sot.t'TIoNS .t,T I)K,{ R I \I B,\ N,\ KKA T- III'II,DING. P.O F-,I).\PAL!IA L.\ PPtrl{ANl (l)ist), KEItAI.A-679576F,mail :geologistnir'a gmail.contllobilc No.li5{7097533. 9J{? 1 7753J

CERTIFICATE FROM THE RECOGNIZED QUALIFIED PERSON

This is to certify that the Provisions of Rule 12 of Draft l\/inor Mineral Conservatjon andDevelopment Rules, 2010 have been observed in the preparation of Mining PIan for GraniteBuilding Stone Quarry in S.Y.No. 24211A1 over an extent of 0.8419 Ha (2.0803 acres), Pattaland in Pottaserry Village, Mannarakkad Taluk, Palakkad District and Kerala State (Geo Co-ordinates Lat.(N) 10'59'59.11' -1 1" 0'1.95" Long.(E) 76" 30'02.67"-76" 30'7.89" )hasbeen prepared for

Sri.C.H. SakkariyaPresident Mannarakkad Taluk KaringalQuarry operators vyavasaya sahakarana sangam limiied

Whenever specific permissions/ exemptions/ relaxations and approvals are required, theapplicant will approach the concerned authoritles for such permissions/ exemptions/relaxations and approvals.

It is also certified that information furntshed in the above Minino Plan are true and correct tothe best of my knowledge.

NAZARAH fy.'til.':,.;^,.,--, roRNMENTAL

N SQUASuLu I tvr'" '_'- ^^-'

RQP NO: DMG/KERALI./KUTI II

NAZAR AHAMED K.VDMG/KERALA lRQP t7 t2016

N SQUARE MINING & ENVIORMENTAL SOLUTIONS.LTDKARIMBANAKKAL BUILDING, P.O EDAPAL

MALAPPURAM (Dist), KE RALA-679576

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CHAPTER I

INTRODUCTION

This Mine plan is prepared lor the Granite Building Stone Quarry in S.Y.No. 24211Al over an extent of'

0,tt4l9 l-la (2.0803 acres) Patta land in Pottaserry Village, Mannarkkad Taluk, Palakkad District. and

Kcrala Stare in favor of Mr. C.H. Sakkariya. who is the President of Mannalal<kad Taluk Karingal

Quarly Operators Vyavasaya Sahakalana Sanganr Linrited, Mannarl<kad Taluk. Palakkad Distticc. TIte

said flrrn is a Co-operative Society and the details are Given in Annexure No: l. An original copy ol'

Le .er ol'[ntend is enclosed as Annexure No: 2. The Possession certificates and copy of land docuntcnrc

ale enclosed as Annexure No's.3& 4,

This dcposit of granite rock is not suitable for cutting to pre- deterrlined sizes, polishing or calving

and is not amenable fbr rnaking value-added pfoducts in decorative. monurrental and or ot'rratnental

tlelds of industry as a high- value irem as it is weathered arrd fractured. This rock is not suitable for

using as dinrension stones. but can be used as ordinary building stones, road rnetal, nrbble or ballasts

alicl Lrrcal<ing into irlegular pieces by blasting and breaking or otherw'ise as low value items lil<e lubble.

aggregates or other bu ild ing nraterials,

ThisMining Plan is duly certitied by RQP as per the requilenrents of Kerala Minor Minelal Concesslon

Rr-rles. ?015. The nrining plan is prepared at the fequest of the lessee. Tlte lessee shall calry

oLrt Scienrific minirrg arrd protection of environment as prescribed under Rule 77 of KMVICR and

thc lesseeshall undeltake all possible precautions lor the protection of envilonrnent and control of

pollution while conducting quarrying in the area tbr which lease is sought.

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CHAPTER 1

INTRODUCTION

This Mine plan is prepared for the Granite Building Stone Quarry in S.Y.No. 242/lAl over an extent of

0.8419 Ha (2.0803 acres) Patta land in Pottaserry Village, Mannarkkad Taluk, Palakkad District, and

Kerala State in favor of Mr. C.H. Sakkariya, who is the President of Mannarakkad Taluk Karingal

Quarry Operators Vyavasaya Sahakarana Sangam Limited, Mannarkkad Taluk, Palakkad District. The

said firrn is a Co-operative Society and the details are Given in Annexure Nol 1. An original copy of

Lettcr of Intend is enclosed as Annexure No: 2. The Possession certificates and copy of land documents

are enclosed as Annexure No's.3& 4.

This deposit of granite rock is not suitable for cutting to pre- determined sizes, polishing or carving

and is not amenable for making value-added products in decorative, monumental and or ornamental

fields of industry as a high- value item as it is weathered and fractured. This rock is not suitable for

using as dimension stones, but can be used as ordinary building stones, road metal, rubble or ballasts

after breaking into irregular pieces by blasting and breaking or otherwise as low value items like rubble,

aggregates or other building materials.

ThisMining Plan is duly certified by RQP as per the requirements of Kerala Minor Mineral Concession

Rules, 2015. The mining plan is prepared at the request of the lessee. The lessee shall carry

out Scientific mining and protection of environment as prescribed under Rule 77 of KMMCR and

the lessee shall undertake all possible precautions for the protection of environment and control of

pollution while conducting quarrying in the area for which lease is sought.

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The information and data collection for preparing this mining plan has been collected

field visits, complete survey of lease area.

1,2 GENERALSl. No. Parliculars

I Seneral

(aJ Name ofthe Lessee

C.H. Sakkariva

Mannarakkad Taluk Karingal

Quarry Operators Vyavasaya SahakaranaSangam Limited, Mannarkkad Taluk,Palakkad District

District Palakkad

State Kerala

b.Status of the Lessee

oresident

c. Mineral which are

Cccurring in the area and which theLossee intends to mine

Granite/ Building Stone

Period for which the Quarry lease isgranted / renewed/proposed to beAnolied

Applied for 9 years

Details of the RQP preparing the minins planName NAZAR AHAMED K.V

Address

N SQUARE MINING &ENVIORMENTAL SOLUTIONS .LTDKAzuMBANAKKAL BUILDING, P.OEDAPALMALAPPURAM (Dist), KERALA-679576

Phone 8547097533, 9447 177 533a-mall gerl o gis tna(@ gm ail. comResistration No. DMG/KERALA |RQP I 7 12016Date of qrant z0^2/2016Valid Uo to 19/1212026

f.Name of prospecting AgencyThe proposed area has been prospected by the Directorate of Mining & Geology.Govt. pf Kerala and by the Geological Survey oflndia. RQP has conducred deiailedlopographical survey and field studies in MAY 201 7.Extent of area: 0.8419 Ha (2.0803 acres)

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Table 1: Description ofEach Pillar in the Lease Area

CHAPTER2

2.1 LOCATION AND ACCESSIBILITY

a) DETAILS OF AREA (WITH LOCATION MAP):

The location r4ap ofthe lease area has been given in Plate No. I.

The details ofthe land covered in the lease area are as below:

State : Kerala

District : Palakkad

Taluk : Mannarkkad

Village : Pottassery Village

Ownership/occupancy: President of Mannarakkad Taluk Karingal Quarry Operators VyavasayaSahakarana Sangam Limited

Toposheet No :58B/5/NE

LONGITUDE (E)

76 30'02.82"

I l" 0' 0.46" 760 30'04.30"

11"0'1.95" 76" 30'05.73"

11" O',1.72" 16.30',07.89"

76" 30',07.26',10. 59',59.42"

76.30',04.30"10. 59'59,32"

76" 30' 03.82"10. 59',59.11"

76" 30'.02.67"10. 59'59.18"

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Latitude and Lonsitude:

Latitude (N) 10'59'59.11" -1 1" 0'1.95" N

Longitude (E) 76.30', 02.67"-76'30', 7.89" E

b) INFRASTRUCTURE

Railway Stationi - The nearest railway station is Parall which is located at a distance 9.75 km,

from the lease area.

PoliceStation: - The nearest police station is Mannarkkad Police station which is Iocated at a

distance SKm from the lease area.

Medical Facilities: - The nearest hospital is at Kanjiram Govt Hospital, which located at a distance

2.65 RM, from the lease area.

Availability of water: - The total water requirement for the proposed project has been estimated

to be around 3 KLD. About 1.2KLD is required for domestic consumption, 0.8 KLD is required for

dust suppression and 1 KLD is required for green belt development. The required water will be

met from open well/bore well.

Educational Facilities: - The School facilities are available at Govt. High School, Pattassery

which is located at a distance 1.5 Km. from the lease area,

River/ Canal: -The nearest river is Kanjirapuzha, which located at a distance of 1.5 Km from the

lease area.

Fire and safety office: - The nearest fire station is Vallampalam which is located at distance of 9

Km

Other relevant information: - Bankine and all other essential infrastructural facilities are

ava ilable at Mannarkkad,

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CHAPTER-3GEOLOGY AND EXPLORATION

3.1 TOPOGRAPHYTopography of the Iease area is hilly terrain with some ofthe proposed land is covered with

shrubs, herbs bushes etc. Highest elevation of the lease area is 235 M above MSL and lowest is 210 M

above MSL. The drainage of the area is controlled by seasonal channels towards North side which joins

to seasonal streams. The contour map/surfaceplan of the proposed area is enclosed as Plate No'3'

3.2 RXGIONAL GEOLOGY

The area forms a part of the Precambrian metamorphic complex of Palakkad district, comprising mainly

rocks of the Charnockite Group. Large patches and lenses of Homblende-Biotite gneiss and Biotite

gneiss are seen towards the east-north-east and east of the area. The rocks have a general WNW-ESE

strike of foliation with steep dips, often giving rise to WNW-ESE tight isoclinals folds'

3.2.I LOCAL GEOLOGYThe main rock type in the quarry site is charnockite, consisting of pyroxenes, feldspars, quartz and

occasional biotite. Two sets ofjoints are seen traversing the rocks, often rendering the rock mass as

elongated and isometric blocks of different shapes and sizes. As a result, the quarry products cannot be

used as blocks of dimension stone. Thin veins of pegmatite are seen intruding the charnockite mass. The

upper part of the rock is weathered, giving rise to a thin veneer of soil, thickness of which does not

exceed I .0 m within the quarry site. I

3,3 GENERAL DESCRIPTION OF FORMATIONS

The geological parameters / features ofthe ore body as obtained from the field mapping shows that

this rock deposit is not suitable for making value-added products in decorative monumental or

ornamental fields of industry, Geological map showing the different litho units has been prepared and

the oross sections showing the disposition of the different litho units are marked and enclosed as Plate

No.3.

3,4 DETAILS OF EXPLORATION

The lease area is an exposed rocky area. So no further exploration is proposed to be carried out in

the next five year period,

3,5 METHOD OF ESTIMATION OF RESERYES

The estimation of ore reseryes is made by conventional parallel cross section method using geological

cross section. The geological cross sections are prepared across the strike of the ore body. The area of

individual litho units in each and every cross section is calculated separately. The volume between the

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cross section is arrived on the basis of the average area of production cross section

sectional interval. And tonnage is arrived at by multiplying by bulk density.

Notc : Followlng are the parameters considered for reserve estimation:

(i) In the allotted area, the mineral is exposed from the lowest level of 210 M MSL to the

toD most Dart of the hill at 235M MSL.

(iil Bulk Density of Stone and assbciated minor minerals is taken as 2.STon /Ms.

3.6 RESERVES OF MINERALS

Considering the above parameters and exposures observed in the existing pit in the

allotted area, the surface geological plan and geological cross-sections & longitudinal section are

prepared on a scale 1:1000, Accordingly, the reserves for Stone and associated minor minerals

have been estimated on cross- sectional area method,

Summary of category-wise geological reseryes of granite in the subject area:

SECTION A-A' SECTION A-A'

BLOCKED RESERVE MINEABLE RESERVE

BENCH

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AREA

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Density/Sp.

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93 50 2.5 l. _LOZJ zzo 50 tq 3000

22r 95 50 2.5 11875 227 90 )U 2.5 112 50

2LO 720 50 2.5 15000 zto rot 5U 2.5 20525

277 145 50 18125 2rr 253 2.5 51625

188 50 2.5 23500 328 50 41000

20t 50 2.5 20L 5ZZ 40250

l:, o zJ6 50 2.5 AZZJU 298 ,U 2,5 37250

191 283 50 3 5375 791, 272 5U 34000

ldo 308 50 2.5 38500 -16t| 248 31000

181 5J5 50 2.5 41625 181 222 2.5 27150

TOTAL 257000 TOTAL 277750

Blocked Reserves + Mineable Reserves = 257000+277750= 534750

And if the production per year is 30000 MTPA then the life of the mines will be

277750130000 = 9.2583years or say I years.

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CHAPTER- 4

4.TMINING

The said area is proposed to work with conventional open cast method with bench system and mode of

operation will be mechanized. Based on the mode and method so adopted and taking geological

parameters of the ore body into consideration, the quarry pit is designed in such a way that the height of

the bench is kept about 5.00 m max., and the width at 5.00 m min., maintaining a slope of 450 from the

horizontal.Mining will be done with the help of machineries like rock drills, jack hammer, compressors,

hydraulicexcayators, breakers, etc. The targeted annual production ofStone is about 30,000 MT.

It is proposed to produce about 100 ton/ day of ordinary stone. To achieve this, the proposed mine

layout to be carried out systematically & scientifically is as follows:

DESCRIPTION FOR THE MINING LAYOUT

Considering 300 working days in a year and production per day of 97Tonlday with a proposed bench

height of 5 m and bulk Densiry of rock as 2.5mr/Ton,

Volume of rock to be broken per day : Prod.uction pgr dayBulk Density of mineral

= 100

^2.5=40m'Therefore, area to be broken per day = Volume ofbroken rock

Bench Height

=405

=8m2

A) Site Preparation

. Remove the soil cover and expose the rock.

. Remove the loose boulders with the help of excavator and prepare free face fordrilling.

. To develop haul road from the proposed quarry using natural gradient of the hill for

movement of tippers.

. To give proper layout to the top bench.

. Once the site is prepared; production will be commenced by drilling holes of 32 mm

diameter and 1.5 M in depth using jack hammer and compressor.

. The drill holes will be charged with explosive, and blasting will be done, size of the

boulders so generated by blasting will be reduced by using rock breaker.

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. The blasted material will be transported by road for the end use by the con

B) Drilllng and Blasting: Granite is compact rock, at places it is fractured also, produ

the fractured zone will be obtained with the help of excavator, whereas from compact zone the

production will be obtained by drilling and blasting.

PPEs - Protective goggles or shields fitted with unsplinterable glass or other suitable rnaterial

will be provided to workers engaged in breaking, chipping or dressing the stone, Persons engaged

in workshop on jobs involving work of cutting, chipping, grinding or drilling, rock or such other

substance, and welders and their helpers will also be provided with protective segment to prevent

eye injuries. Further, persons handling rock block chips and who are exposed to the hazard of

injuries to hands shall be provided with gloves,

C) Loading and Transportation: Loading of granite will be done by excavator and will be sold out.

Trucks / Tippers of5 T will be used for transportation of mineral from mine site.

4.2 DEVELOPMENT AND PRODUCTION PLAN

The System or method of working shall be performed as stipulated under Rule 69(l) by formation of

benches as per th9 Metalliferous Mines Regulations, issued under the Mines Act.The area is covered

with a thin layer of weathered chamockite; recovery of saleable material isabout 95% of ROM.

During the first year of mining, the work will be carried out from 226 to 2llm MSL by bench cutting

method as shown on sections A-A'.

During the second year of mining, the work will be carried out from 216m to 206m MSL for benches as

shown on sections A-A'.

During the third year of mining, the work will be canied out from 21lm to 20lm MSL by forming

benches as shown on section A-A' .

During the fourth year of mining, the work will be carried out from 206m MSL to l96m MSL as shown

on sections A-A'. I

During the fiftth year of mining, the work will be carried out from 20lm MSL to lglm MSL as shown

on scctions A-A'.

4.2.1 Proposed Rate ofProduction and Expected Life of Mine-

The annual production targets have been planned, the average proposed production (ROM) will be

about 30000 MT for the next nine year lease period. As per the production capacity proposed the life of

the quarry will be 9 years.

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Proposcd Productlon details of the Quarry

S, No, Year ROM (in MT)

I I Year 30000

2 II Year 30000

3 III Year 30000

4 IV Year 30000

5 V Year 30000

4.2.2 Top Soil

Topsoil in the proposed site is very minimal, about 200 cu M oftop soil will be generated from the

mining pit and the topsoil excavated from the quarry will be dumped separately at predetermined place

and subsequently utilized for spreading over reclaimed areas for plantation.

4.2.3 Waste

About 13887.5 ton of overburden (OB) will be generated throughout the mine life. This waste will be

utilized within the pit for lying ofhaul roads. Atthe end use, OB can be reutilized as soil base fol plantation.

4.3 EXTENT OF MECHANIZATION

Following machineries are prcposed to be deployed at the quarry site.

Machinerv Details

Sl.No EquipmenV Machinery No, of units Sizei Capacity

Excavator I I50 HP

2. Excavator I lOO HP

3. Tipper 2

^ Rock breaker I

5. Portable Compressor I

CHAPTER-s

5.1 BLASTING

Granite is compact rock, at places it is fractured also. Production from the fracturedzone will be

obtained with the help of excavator, whereas from compact zone theproduction will be obtained by

drilling and blasting.Drilling will be done by jack hammer with the help of air compressor.

. Hole location will be properly dressed by excavator to remove the loose boulders forefficient

drilling and for avoiding jamming of drilling hammer and bits,

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. Drill holes of 32mm diameter and 1.5 M in depth will be made.

. To reduce the noise level the holes will be blasted by using nitrate mixture and

Mi I lisecond delay detonators.

. To maintain the bench height of 5 M, sub bench of 2.5 m will be formed first, later on

Two benches will be merged and one bench of 5m will be formed and maintained

. The spacing and burden will be kept at 1.0 M'

. About 20 to 30 holes will be blasted in one blast

. Yield per hole will be 1.5 x 1 x 1=1.5M3.

. Number ofblasts per day will be 2 blasts of25 holes each

Blasting Pattern:

The blasting pattem entirely depends on the situation of the joints present in the rocks. The drilling is

done as per the requirement ofthe rock fragmentation with desired production of mineral.

5,2Requirement of explosive

' Charge per hole will be 375 grams

. Yield of explosive - about 6'6 M3 per Kg' or 77.76 ton/Rg

. For 30000t0n per year or 2417 tons per month the requirement of explosive will be about

1 4'l lro ncr mnnfh

5,3 Prccaution during blasting

No explosives other than those provided by company, the agent or manager shall be used in the mines

and the explosives shall not be taken inside any building except magazine approved by the ligensing

authority under the Indian Explosives Act 1884. Cases and containers for carrying explosives shall be of

substantial construction and securely locked. Containers of steel or iron shall be galvanized and not

more than 5 Kg explosives shall be carried in one case or container. The manager shall fix maximum

number of shots that a blaster may fire in one shift and should not exceed 80 in case of electrioal firing

or 50 in case of firing with igniter codes. Shot firing tools conforming will be used and provisions under

162 on drilling, charging, stemming and firing of shot holes shall also compiled with'

As static charge can be generated and stored on bodies of persons wearing synthetic fiber cloths and/

socks and such potential may go up to 60,000 volts during dry months, especially on a cold day in a dry

climate, blasters /shot fires and their helpers should not ware such clothes while on duty' They will be

provided only non-conducting type of shoe or boots eg leather sole footwear as prescribed under'

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5.3,1 Type ofExplosives to be used

Only class 2 and class 6 explosive is proposed for use as given below:-

a. Safety precautlons to be adopted,

PRT,CAUTIC|NS:

. Blasting in the open cast pit will be done only during day time at designated hours.

. Only competent blasters will be appointed to handle explgsives.

. Explosives will be stored in approved and licensed magazine as per Explosive Act/ Rules,

. Explosives will be brought from magazine to blasting site in licensed Explosive Van under

the care of blaster,

. Sufficient warning signals will be given before blasting !he holes.

. Guards will be posted on all roads and paths at least 250 m distance to stop entrance to the

danger zone during blasting hour.

. Controlled blasting will be practiced to control vibrations and flying fragments.

. Optimum charge will be used, while blasting near office complex/ infrastructure site.

. Maximum charge per day will always be less than 10kg to limit the PPV levels within the

DGMS standards of 15 mm/sec

b. Brief description on method ofprocurement and storage ofexplosives,

. Proper and safe storage ofexplosives in approved and Licensed Magazine.

. Proper, safe and careful handling and use of explosives by competent Blasters having Blaster's

Certificate of Competency issued by DGMS.

. Proper security system to prevent theft/ pilferage, unauthorized entry into Magazine area and

checking authorized persons to prevent carrying of match box, lights, mobile phones, cigarette

or Beedi, etc.

. The explosives of class 2 will be used in their original cartridge pAcking and such cartridge

Slurry explosive

Nitrate Fuel oil Q.JFO).

The NFO mixture can be readily produced at a site by

mixing nitrate (94.5 %) with diesel oil (5.5 %).

Explosive

(Column charge) (80%)

Delay /Electric detonators

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. Detonators will be conveved in snecial containers, These will not be

exolosives.

. 'l-he holes which have been charged with explosives will not be left unattended till blasting is

completed.

. Before starting charging, clear audible warning signals by Sirens will be given so that people

nea rby can take shelter,

. Blasting operations will be carried out in day times only.

5.3.2 Storage of explosives

There is no magazine situated within the complex. The explosive license is held by the Society and the

explosives are delivered to the site on request. The controlled blasting is proposed by adopting all the

safety nreasures as per "MMR 1961" and with the permission of DGMS.Blasting will be performed as

per requirement on thg face.

Vibration Control

Vibration caused due to blasting will be controlled by the following steps:

. Blast holes will always be initiated by short delay detonators, rather than adopting

lnstantaneous detonating. Short delay in blasting of successive blast holes will effectively

redu ce the vibration problem.

. Number of holes per shot and blast will be kept to minimum, to guide the throw in the

desired direction while keeping vibration and noise to minimum.

. Multiple blasting and "V" pattern of firing will be adopted to minimize forward throw and

have a good rock pile.

. Mostly, holes will be fired towards the free face.

. Use ofANFO which has low velocity of detonation, will also reduce the vibration.

. Blasting shall not be permitted within 10 0 m of surface structure.

. Peak particle velocity at a distance of 100 m from the shot hole, shall not exceed 10mm/

sec,

. The flying fragments shall be controlled by muffled blasting and will not project beyond

the distance of300 m,

. Propef spacing & burden will be maintained.

. optimum utilization of the explosives will be ensured

. Direction of the hole will be maintained towards free face.

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Deck charging will be practiced for required fragmentation,

Noise Control

Noise control will be achieved by following the measures:

1. Shooting of well-designed 5 numbers of blast

which will produce less noise momentarily.

2, Detonating fuse will notbeused,

3. Blasts will be planned properly to eliminate noise,

4, No plaster shooting will be taken up, as this is the main reason of noise pollution.

Fly Rock Hazard Control

1. Stemming length will be kept not less than the burden.

Z. It will be ensured that the burden will not be excessive.

3. Inter row delay will be selected in such a manner, so that each row pushes its burden in a

forward direction rather than in an unward direction.

Each blasting operation will be unique in nature, involving different surface ooatings, blast material

quantity and working conditions. Before beginning of drilling & blasting operations, the lessee will

identif the hazards from the knowledgeable person who had worked in masonry stone mining and

being trained to recognize the hazards as well as to inform the authority for quickly coffective action to

eliminate such hazards. The lessee will use engineering and administrative conirol measures, personal

protective equipment's (PPE) including respiratory protection and training to protect workers involved

in drilling & blasting activities. Engineering control measures such as substitution, isolation,

containment and ventilation which are the primary means of preventing or reducing exposures to

airborne hazards during drilling & blasting operations have to be implemented by thg lessee.

Adninistrative control measures including the use ofgood work and personal hygiene practices will

also reduce exposure to health hazards,

Englneerlng Controls

1. Substitution

. Use ofproper blasting material.

. Use of water soluble (slurry) explosives to reduce dust.

2. Isolation and Containment

. Use barriers and curtain walls to isolate the blasting operation from other workers.

. Uso blast rooms or porlable blast shelter for smaller operations.

holes / shot for 5 holes is planned daily,I

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. Keep co-workers away from the blaster.

Ad ministrative Controls

Perform routine cleanup using wet methods.

. Not to use compressed air to clean the working site as this will create dust in the air,

. Clean and decontaminate the equipments on the worksite.

. Schedule blasting when the least number ofworkers are at the site.

. Avoid blasting in windy conditions to prevent the spread of hazardous materials.

Medical Control

Medical control measures will be taken for the miners with a view to protect their health, The medical

officer will visit the mine site once in a month and shall undertake the following need based functions.

. Pre-employment health examination of all miners.

. Emergency medical care.

. IJealth Education & Trainins.

. Health Counseling.

" Provide necessary medical and occupational health facilities.

Statutory Control

For ensuring bompliance of the statutory requirements and to maintain the desirable standard for the

mine, all the places will be under the control of qualified Mine Manager assisted by number of qualified

Assistant Mines Managers, designated as Safety Officer and Welfare Officer and front line supervisors

like Mine Foreman, Mining Mate, Blaster/ Shot-firer, Surveyors etc to look after the Safety, Health,

Sanitation & Welfare of the work persons. They all will operate in the mine and ensure proper

supervision and control in all the activities of mining to avoid any untoward incidents causing injury or

harnr or health hazards to workforce, For coordinating the activities of mine at corporate level, an Agent

will be appointed with specific responsibilities. Owner of the mine will be responsible for providing all

the l'acilities & assistances to mine management to ensure all the standards at a desired level.

Personal Hygiene Practlces

. Prohibit eating, drinking or using tobacco products during drilling & blasting.

. Provide wash stations separately for the workers to wash their hands and face routinely

before eating & drinking.

. Remove contaminated work clothes before eating & drinking,

. Provide separate accommodations and storage facilities fqr protective clothing and

eouipments,

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Respiratory Protection

The driller & blaster will have respirator with the wearer's head, neck, and shoulders

wearer from dust & solinters.

. A cerlified & approved blasting airline respirator with positive pressure blasting helmet will be

prov ided if necessary.

Personal Protective Equipments

. Hearing protection

. Eye and face protection

. Helmet for head protection

. Leather gloves to protect to full forearm and aprons (or coveralls)

. Safety shoes or boots to protect legs

. Provide training to drillers & blasters and suppoft personnel on drilling & blasting health and

safety hazards, how to use controls, personal hygiene practices, safe work practices and the use of

resp rrators.

Preventive Measures

l. Respirators should not be used as the only means of preventing or minimizing exposures to

airborne contaminants. Dust source controls such as containment systems, local exhaust systems,

and good work practices should be implemented as the primary means of protecting workers.

When dust source controls cannot keep exposures below the recommended exposure limits,

controls should be supplemented with the use ofrespiratory protection.

2. Environmental monitoring by trained personnel will be conducted in all -blasting applioations.

This is necessary to ensure that workers will not be over expos than the prescribed exposure

limit as fixed by the authorities.

3. Anytime environmental conditions, airborne contaminants and their concentrations should be

within the permissible limit.

CHAPTER-6 I

MINE DRAINAGE

6.1 'Iopography:

The quarry site is on the northern slope of a rocky hillock with sparse vegetation towards the lower

reaches, consisting of shrubs, herbs, climbers, grass and occasional native trees.Towards the upper

reaches, the vegetation cover becomes thicker. The highest elevation of the lease area is 235 m above

MSL and lowest is 210 m above MSL. Drainage in the lease area is mainly towards North East.

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Norrnally, the mine will be closed during rains. In case of necessity, the accumulated

fronr suspended solid material) from pit bottom may be allowed to flow out after

check dam &, may be allowed to spill over adjoining areas, facilitating uptake by

(coconut). The same will be also used for watering saplings/trees in the plantation site. The excess

will be allowed to be stored in the public tank for public irrigation.

6.2 Rain fall:

The district has more or less the same climatic conditions prevalent elsewhere in the State viz. dry

season from December to February and hot season from March to May, the South-West monsoon from

June to September and the North-East monsoon from October to December. The normal annual rainfall

of the district is 2135mm. Out of this, major rainfall contribution is from SW monsoon followed by the

NE monsoon. The South West monsoon is usually very heavy and nearly 73.5o/o of the rainfall is

received during this season. NE monsoon oontributes nearly 16.40/o and March to May summer rain

contributes nearly 9.90/o and the balance 0.20lo is accounted for during January and February months.

6.3 Water Table:

The nearest river is Kanjirapuzha which is at a distance of 1.5 km towards Nofth. The ground water

depths were observed from the available open well within nearby sources. The observation made during

the field studies indicate water level varying and between 15 m. to 20.0 m below ground level.

CHAPTER-7

7.0 STACKING OF MINERAL REJECTS AND DISPOSAL OF WASTE

7.1 Nature and Quality ofTop-Soil and overburden to be gererated

7,1.1 Top SoilAbout 200 Cu M oftop soil will be generated from the mining pit.The topsoil excavated from the quarry

will be dumped separately at predetermined place and subsequently utilized for spreading over

reclaimed areas for olantation.

7.I.2 Overburden

About 13887.5 ton of overburden (OB) will be generated throughout the mine life. This waste will be

utilized within the pit for lying of haul roads. At the end use, OB can be reutilized as soil base for

plantation.

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8.I USE OF ROCKS

The rock oroduced from the quarrv will be sold to contractors and consumers and wi

consumed locally for road (State Highway & National Highway), building and construction works. Fine

Material will be sold to the hollow block/ solid block manufactures,

CHAPTER-g

9,I SITE SERVICES AND EMPLOYMENT POTENTIAL

The mine site office, small workshop, first aid room, canteen & rest shelter will be provided in the mine

area as per Mines Act.The total numbers of employees proposed including skilled and un-

skilled workers are 10. The details ofthe proposed employees/workers including their position are given

below:

Employment Details

Sr, No, Name of the post Nos.

I Mechanical Engineer I

2 Quarry Supervisor I

3 Mine Mate 1

4 Blasting Helpers 2

5 Blast man I

Mine Labors 4

Total l0

CHAPTER-10

1O,O ROCK PROCESSING

The stone excavated from the mine will be transported to the destination from mine-site

through trucks/tractor-trolley. No beneficiation ofstone will be done or required at mine site.

CHAPTER.Il

1I, I ENVIRONMENTAL MANAGEMENT PLAN

Environment Management Plan is a systematic programme which includes environment impaot

assessment, planning for offsefting the ill effects of development, implementing the programme for

resource management, development planning, and close control over day-to-day operations, regular

monitoring and auditing of environmental performance and collection of base line information which

senr'e as a guide to determine how the future development will affect the environment compared to the

present base line status.

(A) BASE LINE INFORMATION

Most of the useful base line information has been collected in the field. This has been helpful in

preparation of the mining plan and is given below:

(D EXISTING LAND USE PATTERN

Land use pattern as on date, plan period and conceptual period are given below.

Land Use Pattern.

S.

No.Particular Presnt Land

use

After 5 yr ConceptualLand use

Area under Quarry pit NiI 0.12 0.12(reclaimedbv plantation)

2. Road Existingroads

Existingroads

Existing roads

3. undisturbed Nil 0.7219 0.7219

4 Total area o.8219 0.8419 0.8419

(iD WATERREGTME

Natural water courses do not exist in the allotted area.

(a) Surface Water

There is no surface water body in the allotted area and hence there will be no effect on surface waterdue to mining activities.(b) Ground WaterThe nearest river is Kanjirapuzha which is at a distance of lkm. The ground water depths were observed

from the available open well within nearby sources. The observation made during the field srudies

indicate water level varying and between 15 m. to 20.0 m below ground level.

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(iii) FLORA & FAUNA

Few Iocal bushes and trees are there in the allotted area which dries during summer

demarcated / protected forest falling within the 3 km periphery ofthe allotted area.

(iv) CLIMATICCONDITION

The district has more or less the same climatic conditions prevalent elsewhere in the State viz. dry

season from December to February and hot season from March to May, the South-West monsoon from

June to September and the North-East monsoon from October to December. The normal rainfall of the

district is 2793.3 mm. Out of this, major rainfall contribution is from SW monsoon followed by the NE

monsoon. The South West monsoon is usually very heavy and nearly 73.5o/o of the rainfall is repeived

during this season. NE monsoon contributes nearly 16.4Yo and March to May summer rain contributes

nearly 9.90/o and the balance 0.20lo is accounted for during January and February months'

(v) HUMAN SETTLEMENT

The proposed mining activities will be carried out away from the human settlement, nearest

house(House of Chinnama) is located at 102.2 m towards North east side from the lease area, so there

will be no impact on human settlement by the proposed mining activities. For the proposed mining, the

workers will be employed from the adjoining villages surrounding within 10 km area so there is no

proposal for human settlement to be made in the allotted area.

(vi) PUBLIC BUILDING, PLACES AND MONUMENTS

No such buildings, places of importance and monuments exist in and around the aliotted area.

(vii) QUALITY OF AIR & WATER

QUALITY OF AIR

The quality ofair at the allotted area is fresh & respirable.

QUALITY OF WATER

The area is a hilly terrain forming natural water sheds. The rain water flows down to these water sheds

and forms natural watercourses outside the allotted area, There is no water source within tha allotted

area, The quality of water in the dug wells outside the allotted area is potable.

(viii) WEATHER THE AREA FALLS UNDER NOTIFIED AREA UNDER WATER

ACT 7974

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ENVIRONMENT IMPACT ASSESSMENT STATEMENT

AIR QUALITYThe proposed five years mining activities will have air pollution due to drilling and blasting operation,

running of transport machinery like dumpers & excavators. To reduce these air pollution mitigation

proposals like water spraying, wet drilling etc. have already been made.

WATER QUALITY

In the proposed five years mine working, the water will be used for spraying on haul roads and

dumpers, wet drilling & sanitation requirement of the workers employed. This water will be met from

nearby open well and quarry pond water, There will be no impact of mining on the surface & ground

water quality as it will not be used for any of the mining activities. The ground water depths were

observed from the available open well within nearby sources. The observation made during the field

studies are varying between 15.0 m. to 20.0 m below the existing ground level, whereas the proposed

first five years mining will be only up to l9lMSL. So, there will be no water pollution. Hence, the water

quality of the allotted area will not be affected due to proposed mining operations. So, the qua)ity of

water will remain the same during the proposed five years mining.

NOISE LEVEL

During the prciposed mining operations, noise pollution will be there due to following activities: -

(l) Drilling ofholes and running ofcompressors.

(2) Operation ofexcavators & dumpers.

(3) Blasting of drill holes.

VIBRATION LEVELS

Blasting ofdrill holes has been proposed for the mineral excavation whioh will produced vibration for a

few moments.

WATERREGIME

The ground water depths were observed from the available open well within nearby sources. The

observation made during the field studies indicate varying water level between 15.0 m. to 20.0 m below

the ground level.

SOCIAL AND DEMOGRAPHIC PROFILE

The applicant shall spond I % of profit for the development of the area, He donates money in the school,

to the poor for treatment, temple and other social work.

HISTORJCAL MONUMENTS

No publiq building, places of monuments exist in or nearby the allotted area, so there will be no effect

by nrining activities on any public building, places and monuments.

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(C) DNVIRONMENT MANAGEMENT PLAN

(D TEMPORARY STORAGE AND UTILISATION OF TOP SOIL

Topsoil ManagementAbout 200 Cu M of top soil will be generated from the mining pit. The topsoil excavated from the

quarry will be dumped separately at predetermined place and subsequently will be utilized for spreading

over reclaimed areas for planration.

Overburden Management

About I 3887.5 tons of overburden (OB) will be generated throughout the minE life. This waste will be

utilized within the pit for lying of haul roads. At the end use, OB can be reutilized as soil base for

plantation.

rl.O(C) (iD YEAR WISE PROPOSALS FOR RECLAMATION OF LAND AFFECTED

BYABANDONED QUARRIES AND OTHER MINING ACTIVITIF''S DURING FIRST FIVE

YEARS

As the mining will progress, the areas where ultimate pit depth is reached, backfilling will be started.

This will reduce the transportation ofOB and waste ouiside the pit area'

I1,() (C) (iiD EXTENT OF BACKFILLING AND RECONTOI]RING

There is no proposal for backfilling and re-contouring during the next five years of this mining plan as

terrain above the present mining will be quarried.

I I.O(C) (iv) ALTERNATE USE OF UNFILLED/PARTIALLYFILLED/ EXCAVATION/ROAD

SIDES/SLOPES AND MINE

The unfilled area of the quana will be considered for storing rain water during monsoons for supply to

locals during summer months for agricultural use.

11.0 (C) (v) USE oF ABANDONED QUARRIES/PITS PROPOSED TO BE USED AS

RESERVOIR ETC

Abandoned pits will be utilized for water storage during rainy season. This water will be utilized for

irrigation and plantation. It will also help in recharging the ground water. The outer boundaries will be

properly fenced.

11.0 (c) (vi) PROGRAMME FORAFFORESTATION

The year wise programme of eco-restoration for the life of mine, about 200 trees will be planted.

Biological reclamation / ecological restoration for the mined area byplantation ofthe species as per the

time schedule.Selection of species is based on high dust capturing, soil holding capacity, groundwater

recharge capacity etc.

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11.0 (C) (vii) PLANTATION PROGRAMME

(i)plantation along the outer boundary of the lease area is proposed, this will help to

environment and ecologY.

(ii)Plantation will be done around offices, road side and fencing boundary eto.

11.0 (C) (xiv) SPECIES TO BE PLANTED

Fuflher afforestation programme up to conceptual plan period will be similar to the above five years

programme which will be repeated every five years.

11.0 (C) (xv) POST PLANTING CARE

Post planting care is most essential for healthy growth ofvegetation, This will comprise:

. Replacement of causalities at the first opportunity itself'

. Weeding monthly for first two months and later on six monthly'

. Irrigation fortnightly from oct. to March, once in 10 days between April and June.

. Soil working, manuring, mulching etc, twice in a year.

. Protection from grazing cattle etc,

11.0 (C) (xvi) TREATMENT AND DISPOSAL OF WATER FROM MINE

ere will not be any disposal of water from the mine and hence no treatment of water is required. The

mines working have been proposed quite above the ground water table'

MEASURES FOR MINIMISING ADVERSE EFFECTS ON WATER REGIME

. Garland drain will be constructed and maintained to channelize water, particularly during monsoon'

. Plantation will be carried out all along the periphery ofthe lease area.

General ground water level in the area is shallow and it occurs at a depth ofabout 8 tol0 m from general

ground level during monsoon. Quarry operations will not have adverse effect on ground water as

workings are confined to above the ground water level. I

11.0 (C) (xvii) PROTECTM MEASURES FOR GROUND VIBRATIONS / AIR BLAST

CAUSED BY BLASTING:.

The controlled blasting is proposed by adopting all the safety measures as per "MMR 1961" and with

the permission of DGMS. In this area for fragmentation of granite, blasting will be conducted. Multiple

blast hole of 1.0 to l.5m depth will be drilled with the help of 32mm drill rod, jack hammer and air

conrpressor of 100 cfm capacity.

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1r.0 (C) (xviii) MEASURES FOR PROTECTING HISTORICAL MONUMENTS

There are no historical monuments in the lease area or buffer zone, therefore no measures

of any monuments are required.

1r.0 (c) (xix) REHABILATION OF HUMAN SETTLEMENTS LIKELY TO BE DISTURBED

DUD TO MINING ACTIVITY

The mining activity will be confined to an area outside human settlement. No population will be

affected by mining activities and as such the question of rehabilitation of the people displaced by

mining operations does not arise. No rehabilitation of human settlement is involved due to mining

operallon.

rr.0 (C) (xx) SOCIO-ECONOMIC BENEFITS ARISISING oUT OF MINE

euarrying site is remote and under developed. Standard of living of the Peolle in the proposed QL area

is normally low, therefore due to industrial activity like Quarrying, local population within the buffer

zonc are to be benefited by direct and indirect employment opportunities created by the Quarrying

activities.

The lessee shall be contributing ten percent of the amount of royalty to "The Quarry safely fund"

constituted by the District collector under rule 63 of KMMCR 20l5.People will also be benefited for the

facilities developed due to Quarrying activity.

Lessee will be providing medical checkup camps to the local villagers, supply of drinking water, and

contribution of funds for social and cultural programme.

euarrying actiyity contributes towards economic up-liftment by way ofjob opportunities in the region.

Hence there will be an improvement in quality of life in the area. Quarrying activity will also boost the

ancillary industries, business and market establishments.

The state govemment also will earn revenue in terms of royalty / consolidated royalty and contribution

to the Quarry safety Fund".

r1,O (D) ENVIRONMENTAL MONITORING

An environment protection cum afforestation cell has been proposed. It will be responsible for

implementing the proposed measures and monitor the progress of implementation and reinforce them

wnerever necessary.

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rI.O(D) (iD MANAGEMENT OF MINING ENVIRONMENT DEGRADATIO

Following control measures will be taken to abate the deteriorating impact on

improving the same. For affective management of this, a few persons will be exclusively

will be responsible for implementing the control measures and to monitor the progress of

implementation of these measures in order to minimize environmental degradation.

ll.0(D) (iiD soLID wAsTE MANAGEMENT

The mine waste and top soil are proposed to be stacked in the dump area specially provided for the

purpose. Care has been taken in selecting the site for the stacking yards for the stacking purpose. It is

located in a sgcure place and having solid base and on non-usedzong, These dump yards have been

protected by toe walls. The toe walls will be constructed during first five year period. Thq height of

these dumps will also be restricted and benched. A retaining wall 0.5 x 1.0 m will be made on low

altitude side of the dump.

11.0(D) (v) MONITORING OF AIR BORNE DUST

It is known that very fine silica dust is harmful to human beings. It is also known that dust between 0.2

to 5 microns is harmful to the lungs. Thus it is very important to know the dust concantration in the air

where there is mining activiry.

Vegetation cover will help in restricting the spread of dust in surrounding area. The bushes and scrubs

will also act as barriers for arresting spread ofdust there.

in the mine, dust is generated mostly by plying of tractor/trucks. Air borne dust generated by plying of

trucks can be considerably reduced by sprinkling water on roads.

11.0(D) (vI) MANAGEMENT OF NOISE PROBLEM

Sources of noise pollution have already been dealt.To reduce the noise caused by machineries and

equipments at the mine, mufflers ofadequate size and capacify shall be provided with equipments at the

mine, Chief sources of noise pollution in the mine will be mining machineries.Based on LOI practice, in

Dircctorate Ceneral of Mines Safety circularno.-158 (Tech.) of 1975, noise standards have been

recommended. According to this, there is a warning limit value of 85 db (A) by which the danger of

hearing impairment and deafness may result from unproteoted ear.

Personnel protective equipment have to be used if there are single isolated out bursts of noise which can

go above I30 db (A) impulse or I20 db (A). Noise from trucks can be reduced by using mufflers of

adequate size and strength and better maintenance of the equipments. Noise will not be the problem as

the mining has been proposed by semi-mechanized open cast method.

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r1.0(D) (vii) MANAGEMENT oF GROUND VIBRATIONS

The only source of ground vibrations is due to blasting operations. Based on the ground\

studies made earlier, proper care will be taken during blasting operations.

11.0(D) (viii) MANAGEMENT OF LAND SLIDE PROBLEM

The final pit slope will not be kept at an angle steeper than 450 which are not likely to cause any

problem in respect ofslope stability. Thus there is no likelihood ofany land slide at any stage in future.

11.0(D) (ix) MANAGEMENT OF HUMAN SETTLEMENT PROBLEM

The mining activify will be confined to remote area away from human settlemgnts. No population will

be affected by such mining activities. As such the question of rehabilitation of the people displaced by

mining operations does not arise.

11.0(D) (x) MANAGEMENT OF WILD LIFE HABITATE

No specific management is proposed because there is no wildlife, sanctuary etc. within the study area.

11. (D) (xi) MANAGEMENT OF FLORA

Existing flora Will be improved by plantation oftrees.

1r.0(D) (xii) MANAGEI\IENT OF ToP OVERBURDEN

Top overburden does not exist over the quarry deposit.

rl.0(D) (xiii) MANAGEMENT OF CROPPING PATTERN

No management is specifically being proposed since there will be no adverse impact on cropping

pattern due to mining in the lease area.

r1.0(D) (xiv) MANAGEMENT OF PLACES OF TOURIST INTEREST ETC.

Since there is no place oftourist interest in the area, no management is proposed

11.0(D) (xv) WATER COURSES' SPRINGS ETC. MANAGEMENT THEREOF

There are no water courses or springs and no action is contemplated.

1r.0@) (xvi) MANAGEMENT OF SOCIO-ECONOMIC PROBLEMS

There will be positive impact on socio-economic conditions of the area due to mining. Locals will be

given preference in the matters of employment.

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r 1.0(D) (xvii) CLIMATE-MANAGEMENT FOR IMPROVEMENT

Proposed plantation will improve present olimatio conditions' This will be

environment management cell.

CHAPTER-12

PROGRESSIVE MINE CLOSURE PLAN

(12.A) Reason for closure

This is an existing mine and economical mineral reserve does exist, Therefore in the mining lease area

so reason for closure of mine is not applicable at present.

(I2,8) Statutory Obligation

This is a new mining lease area. The PMCP has been prepared in compliance of rules 37E(Vl) as

statutory obligation for closure of mine, though it is not applicable at present.

I2.C MINE DESCRIPTION

r2.C.I TOPOGRAPHY

The terrain sunounding the lease area forms part of a hill rock with some native trees, shrubs, herbs,

climbers & grass etc. The highest elevation of the lease area is 235 m. MSL and lowest is 210 m MSL.

12.C.2 REGIONAL GEOLOGY

The area forms a part of the Precambrian metamorphic complex of Palakkad distriot, comprising mainly

rocks of the Chamockite Group. Large patches and lenses of Hornblendb-Biotite gneiss and Biotite

gneiss are seen towards the east-north-east and east of the area. The rocks have a general WNW-ESE

strike of foliation with steep dips, often giving rise to WNW-ESE tight isoclinals folds. Thick, reddish

laterite profiles are seen developed over charnockite towards the south and west ofthe area

12.C,3 LOCAL GEOLOGYThe main rock type in the quany site is dark coloured, medium to coarse grained charnockite, consisting

of pyroxenes, feldspars, quanz and occasional biotite. Two sets ofjoints are seen traversing the rocks,

often rendering the rock mass as elongated and isometric blocks of different shapes and sizes, As a

result, the quarry products cannot be used as blocks of dimension stone. Thin veins of pegmatite are

seen intruding the chamockite mass. The upper part of the rock is weathered, giving rise to a thin veneer

ofsoil, thickness of which does not exceed 1.0 m within the quarry site.

I2.C,4 GENERAL DESCRTPTION OF FORMATIONSThe geological parameters / features of the ore body as obtained from the field mapping and exploration

studies reveals that this rock deposit is not suitable for making value-added products in decorative

monumental or ornamental fields of industry. Geological map showing the different litho units has been

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12,C,5 GEOLOGICALSECTION:

Geological cross sections have been drawn across the lease area has been prepared and enclosed as

Plate No. 3,

12.C.6 DETAILS OF EXPLORATION:-

The lease area is already explored, the excavated pits give the idea of rdck at depth. So no further

exploration is required and proposed in thiis mining plan'

12.C.7 METHOD OF ESTIMATION OF RESERVES:

The following points have been considered while calculating the reserves ofstonE.

. The reserves of minerals have been estimated by using the method qf preparation of sections'

calculationofsectionalareaandapplyingtheinfluencelengthofsuchsectionstolimited

distance,

Based on the actual geological mapping and cross section preparation' the proved reserve has

been computed.

. The specific gravity of minerals has been taken as 2.5 i.e' 1 M3 0f mineral in situ = 2'5/M3'

I2.C.8 RESERVES OF I\{INERALS

The reserves of rock have been calculated and the geological and mineable reserves have been given in

Chapter 3.

I2.C.g SUMMARY OF'GEOLOGICAL & MINEABLE RESERVES

In this area the building stone exposures are bordering the lease boundary. The mineable reseryes are

arrived at after deducting the reserves locked in mines safety slope along with boundary incompliance

with the Mineral concession Rules. The summary of mineable and geological reserve is given in the

Chapter 3.

12. D. Mining methods

Theproposedmethodofminingwil|beSemimechanizedopencastmining.Thebasicmining

techniques adopted will use machinery. For the systematic working of open cast mines, the main

development work will be formation of systematic benching. The height of bench will not be kept more

than 5.0m at a time and the width ofthe benches will be always kept safe according to provisions. The

Mining wilI be done with the help of tools such as drills, jack- hammer, compressors' hand shovels,

picks, excavators etc. The targeted annual production of Stone is about 30000 MT. Summary of 5 year

bench wise production details is given in the Chapter 3'

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No beneficiation is proposed

I2.E CLOSURE PLAN

lz,E,l Mined- out land:

At the end of life of the quarry, about 0.l2Ha area will be the quarry pit and remaining area of 0.7219

Ha will be reciaimed with quarry waste used for plantation resembling the old topography as been

proposed.

12.E,2Water Quality management:

There is no natural water body in the lease area. Mining operation will terminate much before the water

table and theie is not intersection. No ground water management is required. There is well water

available near the mine area which is suitable for drinking purposes.

12.E.3 Air Quality Management

Mining operation is of small scale so air pollution due to dust will be negligible. Wet drilling has been

proposed to minimize the dust. Water sprinklers were proposed on either side of the road once in a day

especially during the dry seasons.

12,E,4 Waste Management

About 13887.5 tons of overburden will be generated throughout the mine life. This waste will be

utilized within the pit for lying of haul roads. At the end use, OB can be reutilized as soil base for

plantation.

12.tr.5 Topsoil Management

A total quantity of 200 Cu M of topsoil is proposed to be removed during mining operations. The

topsoil excavated from the quarry will be dumped separately at predetermined place and subsequently

utilized for spreading over reclaimed areas for plantation.

12,D,6 Tailing Dam Management

Thcre is no proposal of beneficiation for processing of mineral as it is used directly in crude form, so no

effluent will be generated. Therefore no tailing dam is required.

12.8.7 Infrastructure

Access road will be maintained.

12.E.8 Safety and Security

This is a small-scale open cast mine. Only some part of the area will be the working zone. Safety

measure will be taken for that proposed area as per Mine Safety Act .Lease area will be fencing

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12.E,9 Disaster Management and Risk Assessment

Open cast mining method is adapted in this mine. If the benches are made with proposed

width no risk will be there. There are provisions for First Aid at the mine site, and the Public Health

Centre with doctors is nearby. Mine Related disaster management training will be imparted to the

personnel. Transportation facility is available at the mine site,

l2.E.l0 Care and Maintenance during temporary discontinuance

During the temporary discontinuance the working place will be fenced completely and board of

discontinuance will be hanged on the main entrance of the working place. Once choukidar will be kept

on the leased area to watch the area and Iook after the survival ofthe plants.

12.!' Time scheduling for abandonment:

This scheduling for abandonment operations are not proposed in para 4 of closure plan. If the mine is

closed due to unforeseen reasons then tentatively it will l2 months for closure.

I2.G Abandonment cost

Abandonment is not proposed during five years of Mining operation. But implementation of wastg

management like retaining wall and afforestation is proposed as continuous process. Cost of these is

around 40,000 to 50,000 Rs Per year.

CHAPTER-I3

PROJECT SCHEDULE AND COST ESTIMATES

13.1.Cost of the Project

The estimated total cost of the project is Rs. 25.00 Lakh

The cost of the project consists of the following major components:

. Land and site development

. Buildings and civil works

. Machinery

. Processing charges and consultancy charges for preparation qf

. Quarry plan, Environment monitoring, EMP report, etc.,

. Provision for contingencies

. Margin money for working capital

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CHAPTER-14

FINANCIAL ASSUR,ANCE

Govt. of Kerala, Industries (A) Department notification no'G.O' (P) No"l 6//201 5/lDDated, Th i ruvananthapuram, 07 .02.201 5.24th Makaram, 1 1,90'

14.1, Financial guarantee. - (1) Every lessee shall furnish b financial guarantee for

the purpose of performance of the quarry closure plan' The amount of financial

guarantee shall be tvventy five thousand rupees per hectare of the lease area put to

use for quarrying and allied activities. However, the minimum amount of financial

guarantee to be furnished in any of the forms referred to in sub-rule (2) shall be one

lakh rupees: Provided that a lessee shall be required to enhance the amount of

flnancial guarantee with the increase in the area of quarrying and allied activities.

(2) The financial guarantee shall be submitted in one of the following forms to the

competent authority in this behalf,-

(a) Letter of Credit from any Scheduled Bank;

(b) Performance or Surety bond;

(c) any other form of security or any other guarantees acceptable to the

competent authority.

(3) The lessee shall submit the financial guarantee to the competent authority in this

behalf before executing the quarrying lease deed. In case of an existing quarrying

lease, the lessee shall submit the financial guarantee along with the progressive

quarry closure plan.

(4) Release of financial guafantee shall become effective when the lessee gives

notice of the satisfactory compliance of the provisions contained in the quarry

closure plan and certified by the competent authority in this behalf'

Amount of financial guarantee shall be twenty five thousand rupees per hectare Of the

lease area put to use for quarrying and allied activities.

J)

Environmental Monitoring

Dust control and suPPression

Retaining walls, check dams etc.

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Therefore the area required for quarrying an allied activities is less

the amount of financial assuranbe will be Rs 25000/' (Rupees twenty fl\lK't"-N

only) shall be given at the time of lease execution' \

CHAPTER-I5

CONCLUSIONS

It is estimated that the soclo-economic impact due to this projegt will positively attract

moreemploymentopportunitiesfornearbyinhabitants.TherearenoResettlementand

Rehabilitation issues involved in this project. The project infrastructures will be of use to

peop|eofthenearbyarea.TheSmat|revenuegeneratedduetothemlningactivitywil|

be definitely increased to the state exchequer. The entire project area is devoid of any

endangeredf|oraandfauna.|tisproposedtorec|aimthe|andanddeve|opgreencover

for eco-restoration with native specles to a maximum possible extent' Thus the

proposedprojectisnot|ikelytoaffecttheenvironmentoradjacentecosystemadverse|y

but help in developing the nation building'

Signature of the APPlicant

v

K. K.f"*{FHVANDistrict0fflce of the DtPtiP:i:-tl

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LISTS OF ANNEXURES

SLNO

Description PageNo:

I Possession Cerlificate 382 Title Deed 39-48J Consent letter 49-504 Byelaw of the society st-69

5 Authorization Letter 70-716 ID ProofofPresident ofthe Society 72

7 Photos Quarry Area IJ

8 Last Permit Coov 74-7 5

9 Letter of Intend 76-7710 RQP Certificate 78

11 Ambient Air Quality Monitoring Report 79

I2 Noise Level Monitorine Report 8013 Water Quality Report 81

t4 Flora and Fauna 82-8315 NABL Accreditation of Laboratory 84

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GOVERNMENT OF KERATAporrnsseai 1 vTLLAGE oFFrcE

POSSESSTON Cenrtrtcnte

No, 23215576 Date: 1610212Q17

Cerriii ,d that land shown in the schedule below are in possession and enjoyment oftho person

Certi/icale lssusd Date

Qs5i^ne':on of tha lssuing officer

Purp rse for which the certificab ls issued for

Thi6 ce'l,licate i-c issuod bas€d on th€ details given in lh6 applicallon, local enquiry, fac16 and

I

Secur:ly Code:59566

Sirnature valid ^\Disitallys vffitlt.]PMSAD

Date: 201 fl1:20:26 IST

NOTEI

1, This digilally signed documentls legallyvalld as p€rlhe tnformation Tochnology (lT)Ac,i,2000.

2. Ar,lrronlicity ol this docum€nl csn bo v€riUed from http//edlskicl.kerala.gov.in/ and subml hg the C€ lficate Numbor andSecurlly c(lle. Alterhalively, please call the numbers 155300(fronr BSNt. lrn"ilino), 0471155300(from BSNL mobile),04 7 I : . 35:12 3/04 7 I 2'l 1 5094/04 71 21 I 5098 (from other networks) a nd quutr ..,e Cortiflcate Numbsr lo ihe ope.alor.

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of Pelson to whom certificate KHADEEJA I\4USTHAFA

of Guardian MUHAIVMED MUSTHAFA

PALLATH HOUSE, O, I(ANJIRAPUZHA

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Palakkad

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I do hereby certify that by virtue of powers confened upotr me under 12 of the

KCS Act, 1969, lhave today registered the amendment to the Bye-law to add the

C|auseNo.21(1)'oftnet.itannart<t<aoTalllkKarinkalQuarryoperatorslndustria|Co-op.

Society Ltd No.s.lND (P) 179 Pullussery (Po) ' Mannarkkad' Palakkad under clause 2

of the above Act.

The Bye-law clause s Add and registered by me is appended to this certificate

Date of Registr alion | 27 07 '2017.\|.1 ^' ^^. t

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v1 t210712017District I ndustries 9-" lI"

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FORM M

(See sub-rule (2) of rute 9)(For all type of quarrying permits)

D E p A R r M E N r o ", *lffX TA YSiJ":,i JEil,tS o F F I c E, p A L A K KA D. QUARRYING PERMIT FOR EXTRACTION OF GRANITE BUILDING STONEcRAt,tTED UNDER RULES 3(1), 9 AND 10 oF THE KERALA

- - .'-MINOR MINERAL CONCESSION RULES, 2015(lssued vide Q.o(P) No' 1441201s/rD, Dated 05/10/2015 of Industries (A) Department)

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No. 1 4/GBS/DOP/1 1 1 1/201 6iA1lCRpS

Date of expiry of permit

Dated. 01/06/2016

shri' c'H' sakkaria, president, Mannarkkad raruk Ka.rinkar euarry operatorsvyavasaya sahakaran sangam Ltd., No. srND (p)-17g, putassery.p.o is rrerer.rypermitted to extract and remove Granite Buirding stone (Name of minerar) from an area of13.76 Are in sy.No. 242t1A1 of pottassery-1 vilage of Mannarkkird raruk of parakkadDistrict. Kerala state under rule 3(1) and g of the Kerala Minor Mineral Conce,ssronRules. 2015 subject to the conditions mentioned in rule 10,

Quanlity ol extraction of mineral permitted : N.A(Not applicable in the case of CRp System) :

Whether the permlt holder opted CRp System : yes

Number of mineral transit passes to be issued : 1,SOO Nos

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: 3110512017

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No.DOP/l037120lTrA I Disftict of fice of the

Departnent of Mlning &Town Bus Stand Conpiex,Palakkad. Dated : 24 05 1201,7 .

From

Geologist,Palakkad,

To

Sri, C.H, Sakkariya,Pres jdent Mannarkkad Taluk Karingal

Quarry Operatbrs Vyavasaya Sahakarana

Sangam Ltd.S ir,

Sub:- Mines & MineLals - Minor Minerals -Granite Building Stone - applicationfor quanying pennit under Kerala Minor Mineral Concession Rules, 201 5 -applied area - inspecteC - other documents to be produced - leiter of intentas per the Rules - forwarding of- reg:

Ref:- I ). Your application dated 17lQ4l2Ql7 for quarrying per:nit under CRPS.2). Kerala Minor Mineral Concession Rules, 2015.

Attention is invited to the above reference. As per the reference l'r cited you have

applied for grant of quarrying permit under CRPS for the extraction of Granite Building

Stone ironr an area of 84.19 Ares in .Survey No. 242llAl of Pottassery-J Village ol

Mannzrrkkad Taluk of Palal<kad District. As per the documents attached tvith l,evl

application this office inspected the area applied for quarrying pennit and its surroundings

on 18105/2017. On inspection, this office has iealized that to the area applied for/to the

precise area marked by this office a quanying perrnit can be granted under the provisions

'contained jn the Kerala Minor Mineral Concession Rules, 2015 subject to the production of

undel rnentioned valid docurnents, It is further infonned that this office has decided to

grant a quarrying pennit under the said rules to ),ou to the said area if 1,ou tt.,r.. the said

valid documents to the satisfaction of this in accordance u,ith the relevanl statutes.

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Docu:nents to be Produced :

l). Consenr for the pollution Control Board Authorities concerned.

2). Explosive license from the authorities concerned.

3). D&O License frorn the LSGD Authorities concemed.

4). Environrnenral clearance from DEIAA, palakkad (chairnian, Distiict collector,District Environment Impact Assessment Authority, palakkad).

It is also informed that as per the provisions contained in the Ksrala Minor Mineral

concessjon Rules, 2015, this letter of intent shall be sufficient for statutory authoritiss

concerned for issuing their licensesipermissions/ No objection certificates etc..

Yours faithfully,

Geol

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GOVERI\]I,,1ENT OF KERALA

,i i)l::ir,t iil'f'/r!:f{l {ifl t,,ilfilli(r i l\f , {.f:{.ri i:ii..\:

. _Directorate of Mining and Geology, pattom palace pO,Kesavadasapuram, Thiruvananthapuram_6gS004, Kerala

www. dm g. kera la. gov. in

FORM q

GERTTFTCATE OF RECOGNITTON AS QUAITFIED PERSON TO PREPAREMINING PLATTIS FOR QUARRYIilG MINOR MINERATS IN KERAUT. (Issued under Rule 54 ofthe Kerala Minor Mineral Concession Rules. 2015)

Shri, Nazar Ahamed K.V, S/O Shri. A.K.K, Ahamedf Karuveetil,Vellancode p.O, Malappuram, - 679 S99, Kerala, having givensatisfactory evidence of his qualification and a"p"r,an"" is hereby grantedRECOCNTTT'N under Rure 54 0f the Kerara Minor Minerar concession Rures,2015 as qualified person to prepare Mining plans for quarrying minorminerals in Kerala.

The reglstration number is DMG / KERA A / Rep / 7 / 20 t6This recognition is valid for a period of 10 years endang tg/LZ/2O26

f, K, RamakrishnanOF MINING AND GEOLOGY [I/CJ

I I(, RAMAKRISHNAN

Place: Th lruvananthapu ramDate: 20-12-2016

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ENGINEERS69-D, 12th Street, SIDCO INDUSTRIAL ESTATE,

AMBATTUR, CHENNAI - 600 098,Phone : 04+2625411 1, 26255856

Grams: IROIWORKSE.mall : r_cruddas@hotmaiLcom

eelabcruddas @yahoo.comWebsite : www.ridtardsoncruddas.com

CIN : U28920MH 1 973Go1016389

lssued to

Sampte Descriptjon

Sampte drawn By

lnstrument Used

Sampling date & time

Report Date

Report No

ENVIRONMENTAL ENGINEERING LABORATORY(Accredited By NABL)

: C.H.SAKKARIYAS.URVEY No: 242/1A1, pottessery, Mannarkad, palakkad District,Kerala

: Ambient Air Quatity

: Richardson & Cruddas (j972) LtdRespirable Dust Sampler & Fine particutate Sampter07.03.7017 & 24 Hour Samplirrg

15.03.2017

1212

Parameter(s) UNIT

Location Name

Methodology NAAQLimits

Proposed

Quarry Site

500m downwind directionto Quarry Sitc

Partrcutate Matter, pM2.s pgl mr 21 70Vatidated Laboratory

MethodR&C / EE. LAB/TM/40

60

Cz Particulate Matter, pMlo pg/mr 46 48 lS 518? Part 23 : 2006 100

3 Sutphur Dioxide, SO2 pglmt 7.0 7.4 15 5182 Part 2 : 2001 80

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llrtrogen Dioxide, NO, .- t*]Fg/ rrl 1211 /,o 15 5182 Part 6 : 2006 80

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I!tsf&!4mm.Fd: 022r559(Egg

Phoner(U{5611grc

qTTFrg, qq.qri.S.S itcRqa \r*dR'{rqr ns,TrrI$ - 440 016.tEiR : 07104.237693

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(A Governmsnt of India

ENGINEERS69-D, 12th Street, SIDCO INDUSTRIAL ESTATE,

AMBATTUR, CHENNAI - 600 098.' Phone ; g+2625411 1 , 26255856

Grams: IRONWORKSE-mail : r-cruddas@hotmail.com

eelabcru ddas @ yahoo. comWebslte : wr,lw.ddrardsoncruddas.com

CIN : U28920Mt11 973G01 016389

rssued to

Sampte DescriptionSample drawn By

Instrument Used

Sampting Coltect on

Report Date

Report No

C.H.SAKKARIYA

.SURVEY Noi 242/1A1 , pottessery, Mannarkad, palakkad District,KeralaNoise LevelRichardson & Cruddas (1972) LtdIntegrated Noise Level Meter

07 .03.2017

15.03.7017

1713

Near proposed Quarry Entrance

CPCB LIMIT

AUTHORIZED SIGNATOR[.j:; tl.f,j:?:.:_':'j:i'-::y_*

11f"]ticurar sample submitLed for tu,t. rny.o.r..tiJn'";;;.i;0",;ju"i";;;:f#: ,.T;l:g"Tj::ii::::^:.E?::.:""'-::._:l: l? ltr *i*,."i."u, *iitt.",#;;;riil;i"T:l:",";:"il.;;""";other ise stated. Retention period of rested samples t S aays onty untess o.ireiiv;r:':;":iii;d:

R&C/EE.LAB/

(Accredited By NABL)

Mean Leq. Noise Level, dB(A)

Day time, Leq. Noise Level(06.00 - 18.00 Hrs.)

Night time, Leq.Noiselevel (18.00 - 05.00Hrs. )

Proposed Quarry Site

i,ffdLB$8*litsgIrllud$/bCi,frnb6[-4d]m.Fo(: 022-2569€88

Phone. (n2{56'11973

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?liRIlfZ www.richardsoncruddas.com

Issued to

Sample Description :

Sampte drawn By :

RichoCruddqs (

RrEATT

ESTD.1858tso 9001 co.,

An BO r0trlsc.rt alfon xo. l: tl 0I3 $40

(A Government ot

ENGIN69-0, 12th Street, SIDCO INDUSTRIAL ESTATE,

AMBATTUR, CHENNAI .600 098.. Phone : 044-26254111, 26255856

Grams: IROI,IWORKSE-mall : r_cruddas@hotmall.com

eela bcruddas @ yah oo.co m

Website : www.ridndsoncruddas.com

CIN : U28920MH1 973GO101 6389

ENVIRONMENTAL ENGINEERING LABORATORY(Accredited By NABL)

: C.H.SAKKARIYASURVEY No: 242/1A1, Pottessery, Mannarkad, Palakkad District,KeralaWell Water,Richardson &1214

Near ML Area Sampling Collect on : 07 .03.2017Cruddas (1972) Ltd Report Date : 15.03.2017

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t6-fi : 0t?.25590988

$t{ : o?2.i56i 1973

LB$r!blMflg.! nrdv'/bstlllunH.4mm.Fd: 9212569(888

Phone: (n2-25611973

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si{ : 0T10&232061

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Sl. No. Parameter Unit ResultlS: 10500-2012 Norms

Desirable Permissible

1 Cotou r Hazen U nits <5 5 152 Odour Agreeabte Agreeable Agreeable3 Agreeabte Agreeable Aqreeable!,i6

7o

Tur-b:dity !']TU 2 1

pH 6.96 6.5-8.5 6.5 -8.5TotaL dissotved sotid mq 410 500 2000TotaL Hardness (as CaCOI) mg/ [ 180 200 600Catcium (as Ca) me/ t 32 200

9 Magnesium (as Mg) mq/t 19 30 10010 lron (as Fe +2) mq/ t 0.02 0.30 1.011 Chtorides (as Ct) mg/t ol 250 100012 Sutphates (as SO4) mglt 34 200 40013

14Nitrates (as NO3) mg/ [ Nit 45 45Fluorides (as F) mg/ t .0.001 1.0 t.f,

'15

tbPhenots (as C6H50H) mq/ ( .0.001 0.001 0.002Mercury (as Hg) mgi I <0.001 0.001 0.001

1/ Lead (as Ph\ mg/ r .0.001 0.01 0:0118 Zinc (as Zn) mg/ r 0. 10 5 1519 Hexavatent Chrom jum (as C16+) mg/ t <0.001 0.05 0.0570 Mineral Oil mq/t Nit 0.5 0.571 Residuat Free chtorine mq/ t Nit o.2 1.O

27 Ioral CoLiforms IMPN/ 100 mt 0 Absent Absent

23 E -Coti i Nos/ 100m1 0 Absent Absent

AUTHORIZED SI,lote: Thrs rcport relates only to rhe particular sample submitted for test. Any correction not attesled shall invalidate this report.ro! be reproduced excapt in full wirhout our wrilten approval. 5ample dre not drawn by us !nless olherwlse stated. RetentionramDlas 15 davr onlv unless otherwisc specifiod.

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RTCHARDSON & CRUDDAS (1972) LTD.(A Government of India Undertaking)

69-D, SIDCO Industrial Estate,Ambattur, Chennai - 600 098,

Phone: +91 44 2625 4464 Fax: +91 44 2625 8295ENVIRONMENTAL ENGINEERING LABORATORY

: C.H.SAKKARIYASURVEY Noi Z4U1A1, Pottessery, Mannarkad, Palakkad District, Kerala

Flora Observed in and around the proiect site ( March 2017 )

AUTHORIZED SIGNAT ORY

Sl. No Name of the specresVern acu lar Name /

English NameFamily Name

TREES

1 Xyliaxylocarpa lrulpool Fabaceae

2 Sch e ich erao leos a Poovam ( Lac tree) Sapindaceae

3 Pterocarpusmarsupium Venga (lndian kino tree) Fabaceae

4 Mangiferaindica Mavu (Mango tree) Anacardiaceae

5 Cocusnucifera Thengu (Coconut) Arecaceae

6 Anacardiumoccidentale Kappa mavu (Cashew) A na ca rd iacea e

l H avea b ra s illiensis Rubber Euphorbiaceae

SHRUBS

1" La nta na camera l(o ngin i (Lantana) Verbenaceae

2 bau n lnra purpurea Kamcnan caesalprnraceae

3Eupatoriu m oldorition Communist pacha

(Ch ritsmas )Asteraceae

HERBS

I Achyra nth esasp e ra Kadaladi Amaranthaceae

2 P en n isetu morientale Fo u ntain G rass Poaceae

3 Spem ecocelatifo lia Pachhapalla Rubiaceae

4 Synedrellanodiflora Mud ianpacha (Syned rella) Asteraceae

5 Phvsa lisa n gu lata Pottichedi (Su nberry) Solanaceae

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Phone: +91 44 2625 4464 Fax. +91 44 2625 B2g5ENVIRONMENTAL ENGINEERING LABORATORY

lssued to ; C,H.SAKKARIYASURVEY No: 242/1A1, pottessery, Mannarkad, palakkad District, Kerala

Fauna Observed in and around the proiect site ( March 20t7 )

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Avifa una in the studv areasittaculakrameri Psitta cid ae Parrot

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