( ( (, (r ( MINE PLAr\I FOR ROAD METAL/STONE gUARRy C, ovER AII EXTENT OF 5.564 HECTARES rN SY.NO. 278(F. (M), (, SIDDAPUR , KOTHUR II{ATIABOOB NAGAR , TEI,ANGAI\IA ( (FOR THE PERTOD 2016 - 202rl ( {Submitf ed Under Rule 18 OF GCDR, 7999) ( ( (,

(, APFLICAI{T: (,, Sri Syed Khaja Pasha ( R/A : C-767, InmulnanyafV) ( Kothur-Mandal Mahaboobnagar District (, ( Cell: +91 9000222418 ( (r (t ( Prepared. Bu: K.V.SubbaRao (, Consultant Geologist & RgP (' RgP/DMG/H\n/rr4/L3 Flat No.2O3, H.No .12-L3-48O, St.No. I 1, ( Tarnaka, -5ooO07. ( Cell: 8Or9479O79 Email: venkata kamma@rediffmail. (

(-l ( (r

C (r (r

C C ( ( r ( ri( DECLAR.0,TIoN 'i' ( (\ r Declared that the Mine Plan in respect of Road Metal quarry Lease over an ( ( Mahabub Nagar district, Telangana prepared in consultation with us and we ( understand its contents and agreed to implement the same in accordance C with the law. ,( ( ,, i( < ( (

,(' .t ( Date:

? Place: Signature of the Applicant f t (Sri.SYed Khaja Pashaf J t 3 o a o 3 a o o ( ( (

(

(

(

( CERTIFICATE

(

( ( This is to certi$r that the Mine Plan in respect of Quarry lease applied area ,lf for Road Metal over an extent of 5.564 Hectares in Sy.No. 27 f Siddaptrr '( , Kothur (M), Mahaboob Nagar District, Telangana. Prepared by Sri :C K.V.SubbaRao, Consultant Geologist rrnd RQP and the applicant agrees to r r follow the same in accordance to the provisions of law. ( ( ( C ( ( C C ( e t f Date: C Place: Hyderabad APPLICANT a C a t a a a e ( ( ( ( ( CERTI['ICATE ('

( The provisions of Granite Conservation and Development Rules lg9,g ( observed in preparation of Mine Plan for quarry lease applied areafor Road ( Metal over an extent of 5.564 Hectares in Sy.No. 27 f Siddapur Village,Nq, ( Kothur Mandal, Mahaboob Nagar District, Telangana. (/ ( ( Wherever specific permissions are required the applicant will approach the

( concerned authorities. ( ( Certified that the information provided in the mine plan report is correct to ( ( the best of my knowledge. ( ( ( ( ( ( (

( Date: (- Place: Hyderabad RQP (

C ( (K.V.SubbaRaof r C C c e ( ( r ';"( ic r( INDEK ( r (

( Chapter Contents Page No. ( ( I General Introduction o1 ,r u Location & Accessibility o4 l,l( rr 111 Geolory o5

C lV Exploration o9 f v. Resenres 10 t vi. Mining 11 a vii. Drilling & Blasting 15 ( viii. Site Analysis t7 3 e ix. Organization Chart T7 f x Progressive Mine Closure Plan L9 t x1 Conclusion 22 t xll Photos 23 f t xlll Boundary Photographs 24 C a a I o a o t ( ( ( ( PLATES (

( ( Plate - I Lease Area Plan 8" =lMile ( Plate - II Boundary on Google Map ( Plate - III Location cum Key Plan 1:50,00O ( { Plate - IV Surface Plan 1:100O ( Plate - V Geological Plan 1:10O0 ( ( Plate - VI Geological Cross Sections 1:1OOO ( Plate - VII Year Wise Production Plan 1:100O ( ( Plate - VIII Year Wise Production Sections 1:100O ( Plate - IX Progressive Mine Closure Plan 1:1OOO ( ( Plate - X Conceptual Plan 1:100O ( ( ( ANNEKURES

(. Annexure - I Grant Order of the Dy. Director of Mines And Geologr- (- Hyderabad. ( Annexure - II RQP certificate ( Annexure - III Mineable Reserves ( Annexure - IV Geological Resources(7.SM Buffer Zonel ( Annexure - V Production Schedule Annexure - VI Copy of letter to Asst.Director of Mines & Geologz ( r ( ( ( ( (l ;l

I (i MINE PLAN (i OF ' ROAD METAL AND BUILDING STONE " MINE (i OVER AN EXTENT OF 5.564 He lN SY.No-27a or1f) ci : Siddapur, Mandal: Kothur (:i QQvillage ri District: Mahabubnagar, State : Telangana .l OF (i Sri Syed Khaja Pasha. (i (i INTRODUCTION: ("

(l Sri Syed Khaja Pasha has applied for Quarry lease for Road Metal and Building

*l stone over an extent of 5.564 Ha in Sy.No.278, Siddapur Village, Kothur Mandal,

Mahabubnagar district. !ri ! The Asst. Director of Mines & Geology, Mahabubnagar, had granted quarry lease ! to the Sri Syed Khaja Pasha Vide Proceedings No. 1030/QUMBNRy2016 Dt. ! 31.03.2016, over an extent of 5.564 Ha in Sy.No.278, Siddapur Village, Kothur (i Mandal, Mahabubnagar district. P Sri Syed Khaja Pasha has been permitted to ri conduct the quarrying operations upto 23.05.2031. ri ! The stone quarry is proposed for utilizing the mined aggregate for laying of roads and construction of building purpose only. Apart from this activity no other activity T shall be involved. T tl I The Pollution control board, Hyderabad requested the applicant to submit for pre- 1 Feasibility report cum Mine Plan for Road Metal and Building stone proposalfor tl next 5 years programme for seeking the grant of Environmental Clearance in the c ( (

( above mentioned lease. The present Mining Plan is prepared strictly adhering to

( the guidelines laid down in the GCDR- Conservation and Development Rule-1999. ( ( The mfneable reserves are estimated to be 2,57,360 cu.m in this quarry, rl considering 4O% recovery from the excavated rock mass the life of mine will be (iI more than 5 years at present rate of production. (i

I (i Stone quarrying is the multistage process by which rock is extracted from the

(l ground and crushed to produce aggregate, which is then screened into the sizes

(i required for immediate use, or for further processing, such as coating with bitumen

(i to make bituminous macadam (bitmac) or asphalt.

(i Area falls under survey of lndia Toposheet No: 56 l(8. (', The following geographical latitude and longitude with reference to the Bench Mark

BP and surveyed the entire ML area. I(" Geo-Co-ordinated of the boundary pillars are given below, with map datum lndo (iI (i Bangla datum and true North. (i (i The proposed stone quarry boundary coordinates are given below: (i R) 17.0554o N, 7833294o E (; 1) 17.055760 N,78.33294" E Geographical Positions ri 2) 17 .05462' N, 78.33265"E (l 3) 17.05470"N, 78.329670 E q 4') 17.05637"N, 78.33203o E ri tl 1.0 GENERAL I a) Name and Address of Applicant: Name of Applicant : Sri Syed Khaja Pasha. ci! c; ( ( (

( Address : R/o C-767,Inmulnarwa (V), ( Kothur -Mandal, ( Mahabubnagar District, ( Telangana. Ph.No. : +91 9000222418 ( ( b) Status of Applicant: ( Single Owner.

c) Minerals which are occurring in the area and which the applicant intends to

mine.

The stone quarry is proposed for utilizing the mined aggregate for laying of roads

and construction of building purpose only. Apart from this activity no other activity

shall be involved.

d) Period for which the mining lease Granted/Renewal/Proposed to be applied:

The Asst. Director of Mines & Geology, Mahabubnagar, had granted quarry lease

to Sri Syed Khaja Pasha Vide Proceedings No. 1030/QU2016 Dt. 31.03.2016, over

an extent of 5.564 Ha in Sy.No.278,f3OO"Oul. Village, Kothur Mandal,

Mahabubnagar district. Sri Syed Khan Pasha has been permitted to conduct the

quarrying operations upto 23.05 .2031.

e) Name & Address of RQP Preparing Pre-Feasibility Report :

Name & address K.V.Subba Rao

Ffat-203, H.No. 1 2-13-480, Sri Manu Homes, St.No.1, Taranaka, Secunderabad-500 007. Phone 8019479079 Regn. No. RQP/DMG IHYDI'114113

Valid upto 28tn July 2023

( ( (

( RQP certificate is enclosed as Annexure-ll ( ( 2.0 LOCATION AND ACCESSIBI LITY: ( a) Details of the Area: ( The total area of 5.564Ha. is shown on the Key Map on 1:50,000 scale as Plate r No: 1. Copy of the plan of the area is enclosed vide Plate. No: 2 ( ( ( Name of the Village & Mandal Survey Area in Ha. Ownership ( Dist. & State No. Occupancy ( Mahabubnagar, Sidd illage, zte 61) 5.564 Ha Revenue tl Telangana. Kothur Mandal, Land (i rl 5. Proposed Area : The existing quarry lease of 5.564 Ha. Plan is 'i enclosed for ready reference. 6. Whether Forest Land i1 (i lnvolved : No .l 7. Ownership / Occupancy : Govt. Land (iI 8. Existence of public road/railway line: ri The lease area is approachable by kacha road which is found after the (i Jahangir Pir Durga at a distance of 3 km towards Siddapur village is 2.5 ! km towards East. The nearest town is at a distance of -15 km ci in West direction. The nearest rail head is Shadnagar at a distance of -15 ! km in West direction. There is no nearest sea port is located to proposed ri quarry. Also Nearest air port is Shamshabad air port located at a distance ri of -30 Km (NW) from the proposed stone quarry.Photographs of Site area €i is enclosed as Annexure-Vl. cl gI ( ( ( (

( 9. PresentLandusepattern:(ForesUAgricultural/Grazinglbanenetc.): ( Landscape will be slightly changed due to open cast quarry. There will be ( no land subsidence as area is made up of hard rock. Soil cover and the ( weathered material accounts for the Overburden. Agriculture is seen mainly ( in the plains far away from the lease area. A few bushes will be cleared to ( facilitate mining and other related activities and there are no big trees. ( ( 3.0 GEOLOGY , EXPLORATION & RESERVES : ( a) Physiography: ( The area is characterized with very small mounds showing elevation 20 to 30m ( above the general ground level. The highest elevation in the lease area 675 m ( ( and the lowest is 640 m with respective mean sea level. The slopes are moderate tl and general slope direction is towards NE direction. The drainage pattern is (i dendritic and the drainage density is moderate and is formed by the network of (l several streams originating from the hillocks. Topo map showing the proposed

I (i stone quarry site is given in Plate No- lll ri (i b) Regional Geology. (i Mahabub Nagar District forms a part of the stable Dhanryar Craton of South (i ri Indian shield. lt exposes r'ocks of Peninsular Gneissic Complex, Dharwar Super I group, Cuddapah Super group, Kurnool and Bhima Groups and also of Deccan fi Traps. The Peninsular Gneissic Complex, which covers most of the area, ri compnses :i granites, gneisses and migmatites with undigested patches of older metamorphic ci ci CL ( ( ( (

( rocks. The Dharwar Super group rocks are represented mainly by Schist Belt, ( running in NW-SE direction between and Manyapadu. lt exposes basic, ( ( intermediate and acid volcanic rocks associated with agglomerate and thin bands of

( banded iron formation. The rocks of Peninsular Gneissic Complex and Dhanryar Super ( group are intruded by younger granitoids of tonalite - trondhjermite - ( grandodiortie composition and diabase dykes. to sub alkali ( These dykes are tholeitic - ( in composition and intrude along E-W, NW-SE and NE-SW directions. Radiometric

,l dating by Sm-Nd, Rb-Sr and Pb-Pb Methods indicated the age of the dyke systems to be (i around 2200 Ma. (Pandey etal, 1997) In recent years, a total of 16 kimberlite pipe (" .l occurrences have been reported by GSI from Kotakonda, Maddur and Narayanpet areas

I of the district. In the southern part of the district, Proterozoic sedimentary rocks, 'iti belonging to cuddapah Super group and Kurnool Group having 1 100-600 million year's (i exposed. peninsular cl age are The cuddapah sediments, deposited non-conformably over I rl gneisses and Dhanrvars, comprise conglomerate, quartzit limestone, dolomite and shale. rl The Kurnool Group of rocks overlies Cuddapah rock formations and consists mainly of (' I quartzite. (equivalents ( limestone shale and A thin sequence of Bhima Group of rocks of ( Kurnool Group of rocks), comprising shale and sandstone are exposed in northwestern ( part of the district in Korangal taluq. Trap rocks of basaltic composition occur over the .l

I peninsular gneisses and Bhima Group of rocks in Korangal and Shadnagar taluqs of the (; rl district. cj ri ci ci c c ( (lt (l

,l The Stratigraphy of the Region is given Below : (i (iI (l Epidote veins Quartz veins & Reefs Veins of Alkali feldspars 'i(l Younger Intrusive Dolerite/BasalUGa bbro Dykes (l Biotite Granite (iI (l Hornblende Granite (i Archean Biotite Granite Gneiss Peninsular Gneissic Complex Hornblende Granite Gneiss ,i Porhyritic Hornblende Granite (i

(i Cuddapah Super Group Cuddapah Sediments (l ,l c) Local Geology (i 'i The area is flat with mounds of granitic gneiss boulders and the ground water (i table is at a variable depth of around 100m to 150m. The area forms a part of (i Peninsular Gneisic Complex of Cuddapah Super Group. (i Lithology: ( Brief Description of the litho unts in the pit) considering original (l ground I surface.

Top Soil 2m Weathered rock cover 1m Granitic Gneiss 30m

Brief Description of litho units:

( ( ( (

( Granitic Gneiss: A grey and pink-coloured, coarse-grained meta igneous rock.

( Granitic Gneiss is very similar to Granite in its mineral make up. lt is composed ( mostly of the mineral plagioclase, orthoclase feldspar,silica with smaller amounts ( of biotite and hornblende. ( ( Textures of igneous rocks ( ( The environment of formation produces characteristic textures in igneous rocks ( which aid in their identification. These textures are:

( Phaneritic - This texture describes a rock with large, easily visible, interlocking ( crystals of several minerals. The crystals are randomly distributed and not aligned ( in any consistent direction. A phaneritic texture is developed by the slow cooling tl and crystallisation of magmatrapped within the Earth's crust and is characteristic (i of plutonic rocks. Porphyritic- This texture describes a rock that has well-formed crystals visible to ('l'i the naked eye, called phenocrysts, set in a very fine grained or glassy matrix, rl called the groundmass. Aporphyritic texture is developed when magma that has been slowly cooling and crystallising within the Earth's crust is suddenly erupted at rl the surface, causing the remaining uncrystallised magma to cool rapidly. This I ri texture is characteristic of most volcanic rocks. (i (i 4.0 Exploration: ! ! a) Present Status: No exploration is carried out for this type of deposit A surface ! geological map with the road Metal exposures are marked. The adjacent ML !ri area is of the another lessee working Road Metal and Building stone purpose. cl

I ci ci

€LI € b) Future programme: ln future it is proposed to advance the Eastern pit towards

the Western side of the M.L area. In this, Road metal is already exposed. Thus

the future exploration is not required.

5.0 Reserves:

The geological reserves have been estimated by using cross sectional method.

The proved (UNFC code 111) categories are those reseryes which are exposed in

three dimensional by actual trialworking pits .The geological and mineable

reserves are estimated.

Here attempt has been made for common boundary working programme in both

the areas. The reserves are estimated keeping in view of common boundary

working between the two areas.

Reserves are estimated as per the existing exposures lease of 5.564Ha. area. is

given below:

SIDDAPUR vTLLAGE(5.564HA.) Mineable Insitu Mineable Waste Section lnfluence Volume Quantity Volume

S Area (m) (M3) (M3) (M3) 268 A-A' 6 25 67800 26860 40940 273 B.B' 4 25 68350 27340 41010 268 c-c' 2 25 67050 26820 40230 24',! D-D' I 25 60475 24190 36285 254 E-E' l9 125 163725 125490 138235 259 F-F' 5 25 64875 25950 38925 247

G-G' 2 25 61 800 24720 37080 265 H-H' 2 25 66300 26520 39780 240 l-l' 3 25 60075 24030 36045 254 J.J' 4 25 63600 25440 38160

TOTAL 257360 386040

Detailed Reserve calculations in Sy No 278, of extent 5.564Ha. is enclosed as

Annexure-lll a) Results of Exploration carried Out

No Exploration carried out in Mining plan period.

Total Updated Reserves as per UNFC system is given below

UNFC - Classification UNFC Code Quantity Type of

lM3) Material

A. Mineral Reserue

1) Proved Mineral Reserve 111 2,57,360 Road Metal and

2) Probable Mineral Reserve 221 1,07,230 Building Stone

3) Possible Mineral Reserve 332 64,350

Sub-Total 4,28,940

l0 B. Remaining Resources

4) Feasibility Mineral Resource 2',11

5) Pre-feasibility Mineral 221&222 1,32,250

Resources

6) Measured Mineral 331

Resources 332

7) Indicated Mineral Resource 333

8) Inferred Mineral Resource 334

9) Reconnaissance M ineral

Resource

Sub-Total 1,32,250

Total Mineral Resources (A+B) 5,61,190

6.0 MINING

a) Salient description of Present Mining Method :

Stone quarrying is the multistage process by which rock is extracted from the

ground and crushed to produce aggregate, which is then screened into the sizes

required for immediate use, or for further processing, such as coating with

bitumen to make bituminous macadam (bitmac) or asphalt.

The process begins with a detailed three-dimensional survey of the quarry face.

This allows the explosives engineer to design the blast and to plot where the shot

holes should be drilled so that the blast can be carried out safely and efficiently.

The survey will show if there are any bulges or hollows in the face. A bulge will

;l need more explosive than normal to ensure that it is completely fragmented and

1l (

(

(

( not left in place in the face. Hollow areas require less explosive than normal. The

( placement of explosives is professionally planned to ensure that the required

( fragmentation of the rock is achieved with the minimum environmental impact. (

( ROGK BLASTING (

(

(

(

(

(

( 6 shotr ( After the face profiling survey, the drilling contractor arrives. Using an air operated ( drilling rig, he drills the number of shot holes required, at the marked spots ( ( corresponding to the hole positions on the blast design, at the angles and depths required. After the shot holes have been drilled, they are surveyed to check that ( they correspond to the blast design and the two surveys are combined to allow the ( blast engineer to work out how each shot hole is filled with explosives. On the day ( of the blast, the explosives are delivered and taken to the site of the blast. ( Detonator cord is placed in each hole and the holes are then loaded with high ( explosives to within a few metres of the top. The remaining depth is "stemmed" ( with quarry dust or fine aggregate. ( The site is cleared. Sirens is ( are sounded to make sure that everyone nearby warned. The detonators are connected to the electric trigger wire and the circuit is ( checked. A final safety check is carried out and when final is ( only the all clear ( given does the shotfirer set off the explosives. A single blast can fragment up to 50 to 60 tonnes of rock. ( (

( t2 ( ( ( ( (

( After the blast, the face and shotpile (sometimes called the muck-heap) are ( ( inspected to check that all the shot holes have fired correctly. The face shovel or ( loader then tidies up the shotpile and starts to load the dumper trucks that take ( the rock to the crusher. Boulders which are too big to go through the crusher are ( set to one side for secondary breaking at a later date. Secondary breaking is ( typically done using a hydraulic digger fitted with The bench geometry is forming ( ( 6m height, width not less than 6m , the length of the benches will be varying from ( every year. The details of working dimensions given in the following table. ( ( Year Additional Maximum Maximum

( Maximum Width in( M) Depth

( Length in (M) in (M) ( 2015-2016 115 18 20 ( 2016-2017 135 22 20 ( 20',7-2018 147 30 18 ( 2018-2019 ( 157 35 20 ( 2019-2020 178 37 20 ( ( It is proposed to operate the mining by deploying mining machinery viz, ( Excavator, dumpers, Jackhammers to achieve the anticipated Maximum

( production of 19000m3 from the quarry. The bench height is kept from 6 to 10m.

( ln boundary side bench width has kept 3m in the hard rock formation and 6m

( width in soft rock formation. Any stagnant rain water in the quarry will be pumped ( out time to time. (

C b) Yearly pit - wise Development Plan proposed depicted on plans and sections: ( c l3 c c (

(

( The proposed production and development programme of Road metal during

( plan period in the combined area of 5.564Ha area is as follows. (

(

(

( Year Mineable ( Insitu Mineable Waste ( Length(m Widthe(m Depth(m Volume Quantity Volume I ) ) ) (M3) (M3) (M3) S.Ratio 2016- 25 14 10 2017 48500 1 9400 29100 1.5 2017- 25 15 10 19700 2018 49450 29750 1.5 2018- 25 15 10 19710 2019 49275 29565 1.5 2019-

25 14 10 1 9600 2020 49000 29400 1.5 2020- 25 15 10 19700 2021 49250 29550 1.5

TOTAL 981 10 147165

The section wise production schedule is given in Annexure No-V . Year wise Pit position plan at the end of s years is enclosed as plate. Nos. 7 .

c) Year wise production plan proposed for nert five years along with grade.

Blending proposal, if any, may be indicated:

I4 .l tl

( (l

f n this ensuing plan period , working shall be done in the main pit . Since the

production and development are simultaneously from the same pit and the details

about year wise Road Metal production , atea given in the table below.

The ratio between production and waste= 16g720m3 : 2530g0 m3= 1:1.5

d) Any change in the proposed method of mining and deployment of Machinery,

together with the reason thereof :

The mining shall be operated by combined opencast mining method to produce

maximum of 19000 m3 stone per annum. The excavators and wheel loaders

shall be used and waste, after drilling and blasting, same shall be transported to ( ,l stack yard of waste dump by tippers. The bench height shall be maintained ( at 6-10m height. Considering various ( techno-economic parameters and safety aspects, width is maintained more than ( the height as permitted.

( e) Drilling & blasting (like capacity and type of explosive magazine): ( Drilling Paftern.

( Drill hole diameter will be 100mm. Depth of the bore hole will be maximum of 1m. ( The spacing & burden will be 0.5m and 1m respectively. (

( Stemming & Charging of the Blast Hole (

( Whenever the blasting is done, the ultimate holes on either side are uncharged to

( prevent the formation of feather cracks in the block. The stemming and charging

( will be done under the guidance or supervision of an experienced blaster. The ( ( t l5 t charge concentration d of the explosive will be between 10 to 40 grams per linear q meter. (;

(i List of the Mining o Machinery under use / proposed along with projected (i Norms of performance / output for individuar (i main items of equipment / Machinery: (i Mining is being operated rj by semi-mechanized method by using following (i machinery as proposed in plan period. q (; Machinery likely to be used: rj Machinery

(i! L&TPoclain200 rj Capacity ! (; Tata Make- lSTonne rj Capacity ! I Rate of yearly generation qg) of wastes and proposals for disposals of waste for next five years. (lndicate I sequence of dumping with necessary plans and sections) (;I q To remove O.B' consisting of soil and weathered rock from the surface, the excavator is being I used and the excavated materialwill be loaded into tipperV ,i dumpers. tippers. 'i : l6 1 (

Year Total Proposed

rock (m3)

First Year 19400

Second Year 19700 ( Third year ( 19710 Fourth Year 19600

Fifth Year 19700

Total 981 10

h) Build up of dumps from year to year to be shown in yearly plan and sections with ( description of the method and manner of disposal of waste rock, designed

( capacity and height of each dumps, and precautions envisaged for confinement of

the dumps together with design details of the protective work.

The waste generated during the plan period will be dumped at pre determined

area as indicated in the lease area in ln Sy No 278 and the location of dumping

side is shown in Plate no .7

While building up, dumps will be properly graded and provision of contour

drainage . terracing is always accompanied with plantation for stabilization of

terraced slopes. lt is always ensure that. dump height does not exceed 10m with

sub bench of 5m height and the slopes are suitably protected from any

environmental damages, providing all protective measures.

7.0 SITE ANALYSIS :

Connectivity

The lease area is approachable by kacha road which is found after the Jahangir

t7 ;l € ( (

Pir Durga at a distance of 3 km towards Siddapur village. The nearest town is

Shadnagar at a distance of 15 km in west direction. The nearest rail head is

Shadnagar at a distance of -15 km in west direction. There is no nearest sea port

is located from proposed quarry. Also Nearest air port is Shamshabad air port

located at a distance of -30 Km (NE) from the proposed stone quarry.

Pattern of Demand :

Road metal and Building stone working purpose there is demand in all the time .

8.0 Organisation chart for the quarry and the captive processing plant if any and at

the corporate levels.

Organisation Chart:

Following is the Organisation chart of the company, it consist of mines Manager

and Mine supervisor who look after the mining aspects. In addition to these

people, skilled labour will operate the technicaljobs and un-skilled will do the

other jobs.

Following the Organisation Chart is given below,

PROPRIETOR

Asst Mines Manager

A + I

18 (

C (

(; Mines Foreman Asst Mines Manager

I Supervisor-1 (: Mechanics-2 Welder -2nos ( ( V + Y

Excavators Operators: 2nos (i Dumper Drivers: 3nos Drillers: 2nos (" Compressor Operators: 2 nos STONE QUARRY PROCESSING Cutters : 3 nos. ( Heloers : 2nos. ( ( ( (

Transoortation to & Slorage at On- site Localion

( "\ Transportetion to & 1 ( (

9.0 PROGRESSIVE MINE CLOSURE PLAN : Refer Plate No.09

Progressive Mine Closure Plan is prepared for this new grant of mining lease

of road metal quarry Sy.No. 278, extent of 5.564 Ha and submitted under

(section 238, MCDR, 2003).

Objectives of the mine closure plan are as follows:

. To safegaurd health and safety of the public.

t9 (' c ( ( (

( . Land after closure shall not be affected and shall ensure sustainability in ( long term. ( . ( Environmental resources in the area shall not be degraded in any form.

( . Minimize adverse socio - economic impacts. ( . Develop potential for communities future prospect in respect of economic ( tl and social life. (i POPULATION PROJECTIONS :

(; The populations of the villages falling within 5Km. radius are as indicated rj (l below: (i Sl.No. Village Population ri 1 Siddapur 1900 (i 2 Pacharlakunta Tanda 550 ri rj 3 Yenugulamodugu 900

4 Mollayapu 600 (i! 5 Kudacharla Tanda (i 400 (i 6 Chillubavi Tanda 650 q 7 Kongaguda 700 ri

I a) Geology and Reserves : Refer paragraph 3.0 and 5.0. 1 q b) Topsoil Management: Most of the area is broken, the top soil will be 1 used for afforestation of the waste dumps. ci c) Afforestation programme: Refer Plate No.10. ci ci €L c ! ! ci it is proposed to have the afforestation at the rate of 30 trees per year in ! mines area. q q d) Post Mining land use : Refer Plate No.1O.Mine out area at NE corner will ri be backfilled with the waste and progressively rehabilitated With the

ri afforesting. available waste, it is possible to backfill 3.0 Ha mine out q land.Rest of the mined out area will be afforested.Waste dump will be ci q prog ressively sta bilized and rehabilitated th rou g h afforestation. The

rl remaining land will be restored to pasture. d e) Water quality management : The rain water flows through the slopes of the area and d i drained off through seasonal nalas. There are no perennial water sources in and (i around the applied area with 500 m radius. ci f) Air quality management : The area is surrounded by empty lands and there are few ri (i stone crushers located nearby the quarry . Natural air is available in this area. There

are chances for air pollution due to stone crushers, at the time of jackhammer drilling ciI and at the time transportation of Mineral and Waste But this air pollution will be ci controfled to the ambient air quality standards (24 N02 ci hours) i.e., S02= 12Ouglm3, = fi 120uglm3, Suspended Particulate Matter (SPM) =500UG/m3, Respirable Particulate ri Matter size < 1Oum) (RPM) = 150u9/m3, CO= 5mg/m3 by keeping dust collector at the fi jackhammer drilling site. The mine roads will be sprayed with water, before starting the ci CI transportation of Mineral and Wastes to minimize air pollution,secondary blasting to be

avoided,wet drilling system to be adopted, plantation to be made around mines,dump

and rest shelter.

2l ( ( (

( g) Waste management: Generation of the waste during the first five years of the plan is ( as follows. ( ( Year Waste Volume (mo)

( 2016-17 29100 ( 2017-18 29950 ( ( 2018-19 29565

( 2019-20 29400 ( 2020-21 29550 ( ( Total 147165 ( ( ( ( CONCLUSION : ( The quarries are small and they have reasonable rural employment potential and they (l inherently cannot impact the environment. The industry does not produce any toxic or (iI get (iI noxious byproducts. The ground water chemistry or the water table does not (iI affected. As such this should be considered as a small scale industry and deserves

I (i every encouragement. (iI (iI (i SIGNATURE OF APPLICANT. (l ( ( (

( 22 (

C a..

(. ( ( ( ( (

C