Over an extent of 1.36 Hectares in Sy. No. 60 / 33 Vennaram (V), Dornakal (M), Mahabubabad District, Telangana State

SECOND SCHEME OF QUARRYING FOR BLACK GRANITE Extent : 1.36 Hectares 2019 SECOND SCHEME OF QUARRYING FOR BLACK GRANITE (Under Rule 7 B of TSMMC Rules, 1966) INCLUDING PROGRESSIVE QUARRY CLOSURE PLAN (Under Rule 7 B (viii) of TSMMC Rules, 1966) (FOR THE PLAN PERIOD 2018 19 TO 2022 23) OTHER THAN FULLY MECHANIZED OPEN CAST METHOD OF QUARRYING Over an extent of 1.36 Hectares in Sy. No. 60 / 33 Vennaram (V), Dornakal (M), Mahabubabad District, Telangana State LESSEE M/s DIVYA GRANITES Proprietor : Sri Yugender H. No. 10-3-158 Mamillagudem Khammam Telangana State Prepared By K. GOVINDA RAO (Regn. No. RQP / DMG / HYD / 52 / 2017) H.No.16-2-740 / 45 Kayan Nagar Gaddiannaram Dilsukhnagar Hyderabad 500 060 Telangana State Mobile No s 9676263746, 9949194365 E Mail : gmsgeomasters@rediffmail.com, gmsgeomasters @gmail.com Web Site : www.gmsgeo.com Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017

SECOND SCHEME OF QUARRYING FOR BLACK GRANITE Extent : 1.36 Hectares 2019 Form W (A) (Rule 7 B) SELF CERTIFICATION BY THE LESSEE I Sri Yugender, Proprietor of M/s DIVYA GRANITES being lessee heir of Black Granite over an extent of 1.36 Hectares in Sy. No. 60 / 33 of Vennaram Village, Dornakal Mandal, Mahabubabad District, (erstwhile Warangal District), Telangana State. I do solemnly certify that the information furnished in the Second Scheme of Quarrying is correct and based on the facts to the best of my knowledge and nothing has been concealed / suppressed / circumvented / misrepresented during preparation of document which may directly or indirectly affect the implementation of the document for execution of the work in the field. I also do hereby certify that all the rules and regulations viz., the Telangana State Minor Mineral Concession Rules, 1966 alongwith Mines Act, 1952 rules made thereunder, Granite Conservation and Development Rules, 1999, Marble Conservation and Development Rules, 2002, Mineral Conservation and Development Rules, 1988 and Metalliferous Mines Regulations, 1961 have been taken into consideration and nothing in contravention to above referred rules have been furnished in the Second Scheme of Quarrying. I am also fully aware that I am solely responsible for implementation of proposals furnished in the document for which the self certification is being signed by me in the document. I stand fully responsible and liable to face the consequences, legal or otherwise as laid down in the statutes or any penalty or fine as may be imposed or ordered by the competent authority for any kind of breach or failure in implementation of the proposals contained therein. Date : LESSEE Place : M/s DIVYA GRANITES Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017

SECOND SCHEME OF QUARRYING FOR BLACK GRANITE Extent : 1.36 Hectares 2019 Form W (B) (Rule 7 B) RECOGNIZED PERSON CERTIFICATE The provisions of the Telangana State Minor Mineral Concession Rules, 1966 alongwith Mines Act, 1952 rules made thereunder, Granite Conservation and Development Rules, 1999, Marble Conservation and Development Rules, 2002, Mineral Conservation and Development Rules, 1988 and Metalliferous Mines Regulations, 1961 have been observed in the preparation of the Second Scheme of Quarrying for Black Granite quarry over an area of 1.36 Hectares in Sy. No. 60 / 33 of M/s DIVYA GRANITES, Proprietor : Sri Yugender in Vennaram Village, Dornakal Mandal Mahabubabad District, of Telangana State and whenever specific permissions are required, the lessee will approach the concerned Government authorities as appropriate. The information furnished in the Second Scheme of Quarrying is true and correct to the best my knowledge. I abide by any order passed by Mines & Geology Department, if any contravention of Act and Rules is found in this matter. Date : 27-02-2019 RQP Place : Hyderabad Sri K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017

SECOND SCHEME OF QUARRYING FOR BLACK GRANITE Extent : 1.36 Hectares 2019 INDEX S.NO. CONTENTS PAGE NO. 1.0 GENERAL 01 2.0 LOCATION & ACCESSIBILITY 03 3.0 TECHNICAL DETAILS I) INTRODUCTION 06 II) INFRASTRUCTURE & COMMUNICATION 07 III) GEOLOGY & EXPLORATION 08 IV) ESTIMATION OF GEOLOGICAL RESERVES 11 V) QUARRYING 15 VI) MARKET ANALYSIS 20 VII) WASTE MANAGEMENT PLAN 20 VIII) ENVIRONMENTAL MANAGEMENT PLAN 23 IX) ENVIRONMENTAL IMPACT ASSESSMENT 24 X) ENVIRONMENT MANAGEMENT 26 XI) ANY OTHER INFORMATION 28 PROGRESSIVE QUARRY CLOSURE PLAN 1.0 INTRODUCTION 30 2.0 QUARRY DESCRIPTION 31 3.0 QUARRY CLOSURE PLAN 31 4.0 CERTIFICATE 35 5.0 PLANS & SECTIONS 35 Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017

SECOND SCHEME OF QUARRYING FOR BLACK GRANITE Extent : 1.36 Hectares 2019 LIST OF PLATES PLATE TITLE SCALE I LOCATION CUM KEY PLAN 1 : 50,000 II LEASE AREA PLAN 1 : 8,000 III SURFACE CUM GEOLOGICAL PLAN 1 : 1,000 IV GEOLOGICAL CROSS SECTIONS 1 : 1,000 V WORKING PLAN 1 : 1,000 VI WORKING CROSS SECTIONS 1 : 1,000 VII CONCEPTUAL PLAN 1 : 1,000 VIII CONCEPTUAL CROSS SECTIONS 1 : 1,000 IX RECLAMATION PLAN 1 : 1,000 X ENVIRONMENT PLAN 1 : 5,000 LIST O F ANNEXURES I Copy of Asst. Director, Mines & Geology, Mahabubabad, (erstwhile Warangal), Proceedings No. 4334 / Q / 2007 dated 23-02-2008 II Copy of Zonal Joint Director of Mines & Geology, Hyderabad, vide Letter No. 8096 / MP- WGL / 11 dated 30-08-2012 III Quarry Photographs IV RQP Certificate Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017

SECOND SCHEME OF QUARRYING FOR BLACK GRANITE (Under Rule 7 B of TSMMC Rules, 1966) INCLUDING PROGRESSIVE QUARRY CLOSURE PLAN (Under Rule 7 B (viii) of TSMMC Rules, 1966) (FOR THE SCHEME PERIOD FROM 2018 19 TO 2022 23) OTHER THAN FULLY MECHANIZED OPEN CAST METHOD Over an extent of 1.36 Hectares in Sy. No. 60 / 33 Vennaram (V), Dornakal (M), Mahabubabad District, Telangana State LESSEE M/s DIVYA GRANITES Proprietor : Sri Yugender H. No. 10-3-158 Mamillagudem Khammam Telangana State By K. GOVINDA RAO (RQP / DMG / HYD / 52 / 2017) 1.0 GENERAL i) Name of lessee M/s DIVYA GRANITES Proprietor : Sri Yugender ii) Address H. No. 10-3-158, Mamillagudem, Khammam, Telangana State. iii) Status of lessee Private Firm iv) Mineral (s) which is / are included in the prospecting license (for Fresh grant) Not applicable Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 1

v) Mineral (s) which is / are included in the letter of intent / lease deed Black Granite vi) Mineral (s) which is the lessee intends to quarry Black Granite vii) Name of a person employed under clause (c) of Sub Rule (1) of Rule 42 of MCDR, 1988 preparing Second Scheme of Quarrying K. GOVINDA RAO Address H.No.16-2-740 / 45, Kayan Nagar, Gaddiannaram, Dilsukhnagar, Hyderabad 500 060. Telangana State. Phone No. 9676263746, 9949194365 Email. ID Designation gmsgeomasters@rediffmail.com gmsgeomasters @gmail.com Web Site : www.gmsgeo.com Consultant Geologist & RQP Date of Appointment 01 11 2018 Date of Inspection and Survey 02 11 2018 Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 2

2.0 LOCATION AND ACCESSIBILITY a) Lease Details Existing Quarry i) Name of Quarry M/s DIVYA GRANITES The quarry lease area falls in the Survey of India, Toposheet No. 65 C / 3 (Scale 1 : 50,000) (Plate - I) and is bounded ii) Latitude / Longitude of any Boundary Point B.P No MAP DATUM : WGS 84 LATITUDE LONGITUDE 1 17 23'44.99"N 80 8'5.18"E iii) Date of Execution of lease 23-02-2008 iv) Period / Expiry Date 20 Years / 22-02-2028 v) Name of lessee M/s DIVYA GRANITES Proprietor : Sri Yugender vi) Postal Address H. No. 10-3-158, Mamillagudem, Khammam, Telangana State. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 3

Demarcated lease sketch certified by the ADMG, Mahabubabad, with Geo Co- Ordinates. MAP DATUM : WGS 84 b) Details of applied / lease area with precise area demarcation lease sketch duly certified by the State Government alongwith complete demarcation report giving co-ordinates of all boundary pillars B.P No LATITUDE LONGITUDE 1 17 23'44.99"N 80 8'5.18"E 2 17 23'46.17"N 80 8'7.28"E 3 17 23'42.99"N 80 8'9.93"E 4 17 23'41.12"N 80 8'7.67"E 5 17 23'41.41"N 80 8'6.76"E 6 17 23'40.66"N 80 8'6.01"E 7 17 23'41.96"N 80 8'4.82"E 8 17 23'44.01"N 80 8'6.34"E Forest Non Forest Forest (Specify) Division, Range, Beat and Compartment Area (Ha.) i. Waste Land ii. Grazing Land iii. Agriculture Land iv. Others (Specify) Area (Hectares) Nil Nil Govt. Land 1.36 i) Total lease area 1.36 Hectares ii) District & State Mahabubabad, Telangana iii) Taluka Dornakal iv) Village Vennaram v) Where the area falls under Coastal Regulation Zone (CRZ)? If yeas, details thereof No Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 4

vi) Existence of public road / railway line, if any nearby and approximate distance Road is passing at the distance of 100 M due North 270 M due West of the quarry lease area. South Central Railway Line is passing at the distance of 3.60 Km due East The quarry lease area falls in the Survey of India, Toposheet No. 65 C / 3 (Scale 1 : 50,000) (Plate - I) and is bounded. vii) Topo-Sheet No. with latitude & longitude of all corner boundary point / pillar B.P No MAP DATUM : WGS 84 LATITUDE LONGITUDE 1 17 23'44.99"N 80 8'5.18"E 2 17 23'46.17"N 80 8'7.28"E 3 17 23'42.99"N 80 8'9.93"E 4 17 23'41.12"N 80 8'7.67"E 5 17 23'41.41"N 80 8'6.76"E 6 17 23'40.66"N 80 8'6.01"E 7 17 23'41.96"N 80 8'4.82"E 8 17 23'44.01"N 80 8'6.34"E viii) Attach a general location map showing area and access routes. It is preferred that the area be marked on a Survey of India topographical map or a cadastral map or forest map as the case may be. However, if none of these are available, the area may be shown on an administrative map The quarry lease area is located at a distance of 2.00 Km due SE of Vennaram village. The Mandal Head Quarters Dornakal is located at the distance of 12.00 Km. The quarry lease area can be approached from Dornakal. The location of the area is indicated in Key - Cum - Location Map (Plate - I). Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 5

3.0 TECHNICAL DETAILS i) Introduction M/s DIVYA GRANITES, Proprietor : Sri Yugender, was granted quarry lease for Black Granite over an extent of 1.36 Hectares in Sy. No. 60 / 33 of Vennaram Village, Dornakal Mandal, Mahabubabad District, (erstwhile Warangal District), Telangana State, by the Director of Mines & Geology, Hyderabad, vide Proceedings No. 21976 / R6-1 / 2007 dated 27-12-2007. The quarry lease deed was executed on 23-02-2008, by the Asst. Director, Mines & Geology, Mahabubabad, (erstwhile Warangal), Proceedings No. 4334 / Q / 2007 dated 23-02-2008, for a period of 20 years with effect from 23-02-2008 to 22-02-2028 (Annexure I). The cycle of 5 year plan period for 20 years lease period S.No. Plan Period of 5 Years Remarks 1 2008 09 to 20012 13 1 st Five Year Block Period 2 2013 14 to 2017 18 2 nd Five Year Block Period 3 2018 19 to 2022 23 3 rd Five Year Block Period 4 2023 24 to 2027 28 4 th Five Year Block Period The Quarry Plan in respect of Black Granite pertaining to M/s DIVYA GRANITES, Proprietor : Sri Yugender, over an extent of 1.36 Hectares in Sy. No. 60 / 33 of Vennaram Village, Dornakal Mandal, Mahabubabad District, (erstwhile Warangal District), Telangana State, was approved by the Zonal Joint Director of Mines & Geology, Hyderabad, vide Letter No. 8096 / MP-WGL / 11 dated 30-08-2012 (Annexure II). M/s DIVYA GRANITES, Proprietor : Sri Yugender, approached Sri K. GOVINDA RAO, (RQP / DMG / HYD / 52 / 2017) for preparation of Second Scheme of Quarrying in the above mentioned area. Accordingly this Second Scheme of Quarrying is prepared under Rule 7 B of TSMMC Rules, 1966 and Progressive Quarry Closure Plan is prepared under Rule 7 B (viii) of TSMMC Rules, 1966 for the next five years period i.e. 2018-19 to 2022-23 and submitted to the Deputy Director of Mines & Geology, Warangal, for scrutiny. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 6

ii) Infrastructure and Communication Availability of Water The ground water is available 20 M BGL. The agricultural fields in the surrounds of the quarry lease area are irrigated by ground water. Availability of Electricity Electricity is available in all the villages and in the nearby agricultural lands for borewells. Communication Network Tele Communications facility is available at the Vennaram village. Road Network State Transport Bus Services ply from Dornakal Khammam Mahabubabad frequently. Private Transport is also available on this road network. Nearest Rail Head Dornakal Railway Station is 12.00 Km from the Site. Port Facility Kakinada Port is about 325 Km from the Site. School Primary School Education is available Vennaram Village. Higher Education are available at Dornakal & Mahabubabad. Medical Facility Registered Medical Practioner is available at Vennaram Village. Dornakal & Mahabubabad are well placed for Doctors, Nursing Homes & Hospitals. BOUNDARIES North Agricultural Lands South East West Agricultural Lands Agricultural Lands Agricultural Lands Agriculture is the important occupation of the local people. However the vast potential exists for the employment of unskilled and semi skilled labour in the existing granite quarries and allied industries. The area experience semi arid dry climatic conditions with an average rainfall of 772 MM. The local day temperature varies from 25 o C in Nov. to 45 o 50 o C in April and May months. The general wind direction recorded is SW to NE direction Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 7

iii) Geology and Exploration a) Physiography The quarry lease area is located on a low level W E trending barren mound steeply sloping on both sides raising 5 M above GL. The area is unfit for agriculture as it is strewed with boulders. The drainage developed from this upland area flows due East & SE and join Muneru river at a distance of 0.50 Km due East. The area is surrounded by numerous water bodies. The areas around the dyke are agricultural lands b) Topography The quarry lease area consists of barren mound with topo relief in SW direction. The exposures of rock out crops are abundant with the intrusives in W E. The lowest contour is 125 M and highest contour is 130 M in topo plan (Plate III). Topographical Survey The levels were taken using total station of LEICA with 5 Cm accuracy covering the total area and contours were drawn. The BM is taken on Boundary Pillar 1 in the South of the quarry lease area with its value of 125.10 M. Position Format hddd mm ss.s Map Datum WGS 84 Units North Reference Variance Angle Metric True North 001 o W Degrees Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 8

c) Regional Geology The quarry lease area constitutes a part of Granite and Granitic Gneissic terrain of Archean age. Pink and Grey Coloured Granites, Pink Alkali Feldspar Granites are the important litho units in the area. Grano Diorites with basic enclaves of Supra Crystals like Horneblende Schists, Biotite Schists also occupy the area. These rock types are exhibiting various landforms like Domes, Inselbergs, Castle Koppies, Whalebacks and Linear Ridges. The geological succession of the area as worked out by GSI (1991) is as follows : RECENT ALLUVIUM / SOIL COVER Younger Quartz Veins, Pegmatites Dolerites, Gabbro, Pyroxenite Dykes Fine Grained Pink Alkali Feldspar Granite, Medium to Coarse Grained Pink Alkali Feldspar Granite Granite With Mega Crysts of K-Feldspar, very coarse grained Pink Alkali Feldspar Granite Precambrian Granitiod - Migmatite Complex Medium to Coarse Grained Pink Granite Migmatite II Fine grained Grey Alkali Feldspar Granite Medium to Coarse Grained Grey Alkali Feldspar Granite Very Coarse - Grained Grey Alkali Feldspar Granite Migmatite I Grano - Diorite Pink Alkali Feldspar is the most dominant rock type in the area with variations in grain size, scattered outcrops of Migmatites containing Neosomes of medium to Coarse - Grained Grey Alkali Feldspar Granites occurs at many places. A number of Quartz, Grey and Pink Pegmatites and Epidote Veins Criss are crossing the host rock. Basic dykes of Dolerite, Gabbro & Pyroxenitic Composition traverse the granites in NW-SE, NNW-SSE, E-W & NE-SW directions. Thin veneer of alluvium is found limited to streams. d) Geology of the Area Part of the quarry lease area is covered with dolerite dyke. The dolerite dyke is rising up to 5 M above ground level with lowest contour is 125 M and highest contour is 130 M trending W E, the strike length of the dyke measured 135 M in the area with an average width of 100 M. The dolerite dyke is an intrusive into the country rock granite and granitic gneiss. The outcrops of country rock are exposed on the both the sides of dolerite dyke. The dolerite is black coloured, medium to fine grained equigranular in texture. White crystals of plagioclase embedded in black coloured. Petrographically the dolerite essentially composed of plagioclase and augite with accessory minerals of biotite and ferrous minerals. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 9

Two sets of joints are recorded in the dolerite dyke 1. N S Vertical 2. E W Vertical These joints are closely spaced at the contact of the country rock and on the surface giving rise to bouldery nature to the dyke. On the other hand they are widely spaced in the depth as noticed in the quarry sections. e) Details of Prospecting / Quarrying already carried-out REVIEW OF QUARRY PLAN Quarrying of Black Granite has been in progress since 2008 and the working pits existing in the area are expression and result of it. 1 pit was excavated. 1 pit was opened covering an area of 7,480 M 2 with an average depth of 6.00 M. Year Wise Development Plan (As per the Approved Quarry Plan 2012) Approved Quarry Plan 2012 Target Achieved Exploitation Afforestation Reclamation & Rehabilitation The lessee was proposed quarrying operations from South of the pit of the quarry lease area. The quarrying is conventional opencast semi mechanized method by developing benches of 6 M height. The lessee was proposed afforestation along the eastern margin within the 7.5 M buffer zone. Since the quarry is active with quarrying activity no reclamation measures are possible. The quarrying was initiated as proposed in the Approved Quarry Plan The lessee has initiated the plantation in the buffer zone of 7.5 M. The plants did not survive as no proper tree guard were erected and also due to dust. No action was initiated as the quarrying is active in the lease hold area. Pits encroached in 7.5 M buffer zone area will be backfilled with waste. Control of Dust The roads, loading point and other dust generating areas will be sprinkled with water especially during dry season. Dusk masks will be provided to the workers in the dressing section and dust collectors in the drilling section. Sprinkling of water on the haul roads and covering the drill rods with gunny bags for suppression of dust is implemented. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 10

RESERVES (As per the Approved Quarry Plan 2012) Mineable Reserves Total Geological Reserves Category Geological Reserves (M 3 ) Recoverable Market Grade Blocks @ 10% Proved Reserves 55,370.00 5,537.00 Extraction of Market Grade Reserves @ 10% Recovery = 5,537.00 M 3 Life of the Mine = 5,537.00 M 3 / 559.00 M 3 = 9.91 OR SAY 10 YEARS iv) Estimation of Geological Reserves The deposit exposed on surface, hence cross sectional method adopted for Estimation of Geological Reserves. 3 Sections A-A1 to C-C1 were drawn at equal distance perpendicular to the strike direction of the dyke to estimate the reserves (Plate III). The cross sections were drawn perpendicular to the strike direction, the cross sectional area of the individual sections are calculated to arrive at sectional area, the area thus arrived is multiplied by the sectional influence of 40 M (average) to arrive the volume of rock mass. Since the recovery of the marketable blocks and tiles in the nearby quarries is low, a conservative recovery of 10% rough blocks is considered. Categorization of Reserves The exposed outcrops and the reserves upto 25 M below the surface are considered under Proved Category of Reserves (upto RL 100 M) and 10 M below the Proved Reserves (upto RL 90 M) are considered under Probable Resources (Plate III). Hence, G1 (Proved) scale category as (111) code & G2 (Probable) scale category as (122) is calculated. The intrusive rock is exhibiting the major joint pattern in SW NE vertical to near vertical and at places these joints are closely spaced. The behavior in the sheet also not uniform, obtaining sizeable blocks is meager. Hence, a conservative recovery of 10% of the total excavation is arrived for establishing the Economically Saleable blocks. Even after obtaining the 10% blocks the recovery of sizeable large blocks would be around 25% and 75% would be marginal blocks for obtaining smaller sizes. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 11

a) Total Geological Reserves Sections Category & UNFC Code Sectional Area Sectional Influence Volume Recovery of @ 10% (M 2 ) (M) (M 3 ) (M 3 ) A - A1 B - B1 C - C1 Proved (111) Probable (122) Proved (111) Probable (122) Proved (111) Probable (122) 2,455.00 40.00 98,200.00 9,820.00 1,005.00 40.00 40,200.00 4,020.00 3,414.00 40.00 1,36,560.00 13,656.00 1,365.00 40.00 54,600.00 5,460.00 1,540.00 53.00 81,620.00 8,162.00 643.00 53.00 34,079.00 3,407.90 TOTAL 4,45,259.00 44,525.90 b) Reserves in UNFC Code S. No. Category of Reserves UNFC Code Reserves in M 3 Reserves in Million M 3 1 Proved 111 3,16,380.00 0.316 2 Probable 122 1,28,879.00 0.129 3 Possible 333 Nil Nil Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 12

c) Reserves blocked under 7.5 M Buffer Zone Sections A - A1 B - B1 C - C1 Category & UNFC Code Proved (221) Probable (222) Proved (221) Probable (222) Proved (221) Probable (222) Sectional Area Sectional Influence Volume (M 2 ) (M) (M 3 ) 442.00 40.00 17,680.00 161.00 40.00 6,440.00 404.00 40.00 16,160.00 150.00 40.00 6,000.00 365.00 53.00 19,345.00 150.00 53.00 7,950.00 TOTAL BLOCKED 73,575.00 d) Reserves blocked under Safety Slopes Sections A - A1 B - B1 C - C1 Category & UNFC Code Proved (221) Probable (222) Proved (221) Probable (222) Proved (221) Probable (222) Sectional Area Sectional Influence Volume (M 2 ) (M) (M 3 ) 234.00 40.00 9,360.00 263.00 40.00 10,520.00 220.00 40.00 8,800.00 257.00 40.00 10,280.00 166.00 53.00 8,798.00 230.00 53.00 12,190.00 TOTAL BLOCKED 59,948.00 Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 13

Total Mineable Reserves a) Extraction of Market Grade Reserves Considering the recovery of the dimensional stones from the quarry is less than 10% and as the boulders exposed from the bottom of the existing pits exhibit better quality when compared to the excavated boulders, conservative estimation is made with 10% recovery. RESERVES AVAILABLE FOR QUARRYING M 3 M 3 A. Total Geological Reserves Proved 3,16,380.00 Probable 1,28,879.00 4,45,259.00 B. Reserves Blocked under 7.5 M Buffer Zone Proved 53,185.00 Probable 20,390.00 73,575.00 C. Reserves Blocked under Safety Slopes Proved 26,958.00 Probable 32,990.00 59,948.00 D. Total Reserves Blocked (B + C) Proved 80,143.00 Probable 53,380.00 1,33,523.00 E. Reserves available for Quarry (A (B + C)) Proved 2,36,237.00 Probable 75,499.00 3,11,736.00 Recovery (Proved & Probable) @ 10% Recovery = 31,173.60 M 3 Life of the Quarry = 31,173.60 M 3 / 1,559.16 M 3 = 19.99 OR SAY 20.00 YEARS Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 14

Economic Marketable Reserves The Black Granite of Mahabubabad area is having good export market; rough blocks free of defects and having 1.2 M upsize are mostly preferred for export. These are considered as Market Grade (Large Blocks) and in the present quarry the recovery of such blocks in Proved & Probable Category found to be 25%. Whereas the 2 x 2 and 2 x 1, generally marketed locally for the local cutting and polishing units, known as marginally economic grade and in the present quarry recovery of such blocks found to be 75%. Based on the recovery percentage economic marketable reserves computed are as follows : TOTAL RESERVES (Proved + Probable) = 31,173.60 M 3 (a) Economic Grade (Large Blocks) 25% = 7,793.40 M 3 (b) Marginal Grade 75% = 23,380.20 M 3 v) Quarrying Method of Quarrying (Open Cast Other Than Fully Mechanized / Semi Mechanized) The Black Granite in the quarry lease area is exposed on the surface with boulders. Hence, it is proposed to quarry the boulders / sheet by open cast, semi-mechanized methods by developing the benches of 6 M height and 3 M width. Wire Saw cutting will be deployed based on the favourable conditions. The development of benches in the sheet rock will be maintained @ 60 o safety slopes. The separation of blocks from the sheet rock will be carried out by drilling, wedge cutting. Rock Splitting / Wedging : Thus 20 x 20 to 40 x 20 to 40 mass will be separated from mother rock by drilling the slotter holes on both sides of the mass and a top hole intersecting these two holes and wiresaw rope is passed through and cutting is done horizontally and vertically and by this there will be mass opening on all the sides from the main mass. The secondary splitting, dressing of blocks will be done manually. Secondary Splitting : After separation from the main rock, it is properly checked by washing with water to identify defects and cracks. Based on this observation, the size is decided and the blocks are marked and separated by drilling and wedging. The separated pieces will be examined for defects and lines, then the block or blocks are marked in clear area and holes are drilled along the line of marking, with the help of feathers and wedges and the waste portions are separated forming a rectangular blocks. Any bulges will be removed by drilling and wedging making it perfect blocks. A perfect block is that all the sides shall make with each other 90 0. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 15

Dressing i) Dressing of dimensional rough blocks for export : Dressing is next phase of quarrying operation, wherein the secondary rough blocks are squared into regular perfect rectangular sizes, thereby avoiding uneven bulge or cavities and other defects. Jackhammers with compressor, feather end wedges and sledgehammers are equipments generally used for dressing the block. ii) Dressing of rough blocks for domestic processing plant : Dressing by means of squaring and splitting will be done for rough blocks of the size varying between 120 x 90 x 80 Cm and 300 x 200 x 190 Cm. iii) Description of granite processing plant : The lessee does not possess processing plant. Beneficiation (If required) Not applicable Drilling & Blasting A) Drill hole pattern for smooth blasting, holes of 3 M depth will be drilled in a single row with spacing of less than 0.3 M and burden of 1.6 M or more shall be maintained uniformly. This arrangement will yield rock size of 3 M x 2 M cross section. A bench height of 3.5 M will be tackled. B) Drilling Parameters : 1) Drill Hole Diameter 32 MM up to 3 M long. 2) Depth and Inclination of Drill Hole : Generally drilled vertically in an alignment, however in primary cutting in the absence of sheet joints to develop bottom level, horizontal holes also are drilled. 3) Spacing and Burden : The spacing shall be about 0.1 M to 0.3 M from hole to hole and burden goes up to 1.6 M for the splitting of the rock. 4) Stemming & Charging of Bore Hole : Gun Powder is used. The blast hole will be charged with 150 Grams of explosives by stemming with smooth strand. 5) Explosive Type : Wherever required gunpowder is used for splitting the rock. 6) Retrieving Dimensional Blocks : The Blasting operations will be restricted to splinter the host rock for approaching the intrusive body. The intrusive body will be tackled with latest technology by deploying Wiresaw and Tam Rock for obtaining the good recovery factor of sizeable blocks. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 16

Production Proposed for the next five years (2018 19 to 2022 23) The lessee desires to produce 7,795.80 M 3 of market grade rough blocks during the scheme period with an average annual production of 1,559.16 M 3. Benches of 6 M height and 3 M width will be developed during the scheme period. For achieving this production 77,958.00 M 3 of Rock Mass will be excavated and 70,162.20 M 3 of Waste will be generated. Quarrying Programme for the next five years (2018 19 to 2022 23) The quarrying operations will be initiated from SW of the quarry lease area between the grids N 00 150 & E 00 150 covering the Sections A-A1 to C-C1. The quarrying advance NE (Plate V). YEAR BLACK GRANITE 1 st (2018 19) In the first year quarrying will be initiated from SW of the quarry lease area between the grids N 00 150 & E 00 150 and between the Contour 129 M RL 121.50 M to RL 123 115.50 M with benches of 6 M height and 3 M width will be formed. The quarrying advances NE. An area of 2,518.00 M 2 will be excavated producing 15,108.00 M 3 of Rock Mass, 10% (1,510.80 M 3 ) of Market Grade Rough Blocks and 90% (13,597.20 M 3 ) of Waste Rock will be generated. 2 nd (2019 20) In the second year the quarrying will continue due SE of 1 st year workings between the grids N 00 150 & E 00 150 and between the Contour 130 M RL 123 M to RL 124 117 M with benches of 6 M height and 3 M width will be formed. The quarrying advances NE. An area of 2,545.00M 2 will be excavated producing 15,270.00 M 3 of Rock Mass, 10% (1,527.00 M 3 ) of Market Grade Rough Blocks and 90% (13,743.00 M 3 ) of Waste Rock will be generated. 3 rd (2020 21) In the third year the quarrying will continue below 1 st year workings between the grids N 00 150 & E 00 150 and between the RL 123 115.50 M to RL 117 109.50 M with benches of 6 M height and 3 M width will be formed. The quarrying advances NE. An area of 2,175.00 M 2 will be excavated producing 13,050.00 M 3 of Rock Mass, 10% (1,305.00 M 3 ) of Market Grade Rough Blocks and 90% (11,745.00 M 3 ) of Waste Rock will be generated. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 17

4 th (2021 22) In the fourth year the quarrying will continue below 2 nd year workings between the grids N 00 150 & E 00 150 and between the RL 124 117 M to RL 118 111 M with benches of 6 M height and 3 M width will be formed. The quarrying advances NE. An area of 2,240.00 M 2 will be excavated producing 13,440.00 M 3 of Rock Mass, 10% (1,344.00 M 3 ) of Market Grade Rough Blocks and 90% (12,096.00 M 3 ) of Waste Rock will be generated. 5 th (2022 23) In the fifth year the quarrying will continue below 3 rd & 4 th year workings between the grids N 00 150 & E 00 150 and between the RL 124 109.50 M to RL 118 103.50 M with benches of 6 M height and 3 M width will be formed. The quarrying advances NE. An area of 3,515.00 M 2 will be excavated producing 21,090.00 M 3 of Rock Mass, 10% (2,109.00 M 3 ) of Market Grade Rough Blocks and 90% (18,981.00 M 3 ) of Waste Rock will be generated. The year wise production proposed is shown in the following table. YEAR WISE PRODUCTION FOR NEXT 5 YEARS (2018-19 TO 2022-23) Year Area (M 2 ) Bench Height Volume Production @ 10% Waste @ 90% (M) (M 3 ) (M 3 ) (M 3 ) 1 st (2018 19) 2 nd (2019 20) 3 rd (2020 21) 4 th (2021 22) 5 th (2022 23) 2,518.00 6.00 15,108.00 1,510.80 13,597.20 2,545.00 6.00 15,270.00 1,527.00 13,743.00 2,175.00 6.00 13,050.00 1,305.00 11,745.00 2,240.00 6.00 13,440.00 1,344.00 12,096.00 3,515.00 6.00 21,090.00 2,109.00 18,981.00 TOTAL 77,958.00 7,795.80 70,162.20 AVERAGE 15,591.60 1,559.16 14,032.44 Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 18

Quantum of Excavation : A total of 77,958.00 M 3 of Rock Mass will be excavated during next five years to retrieve 7,795.80 M 3 of Market Grade Rough Blocks, there by generating 70,162.20 M 3 of Rock Waste. Production Schedule The production of Black Granite will be continuous throughout year except during monsoon. That is 10 working months, 20 working days per month are considered. The production of 1,559.16 M 3 per year can be easily achieved in a single shift with sufficient men and machinery. Men & Machinery MACHINERY MAN POWER Excavator 1 No. Mines Manager 1 No. Compressor 1 No. Supervisors 1 No. Jack Hammers 3 No s. Excavators Operators 1 +1 No. Tipper 1 No Compressor Operators 2 No s. Dewatering Pumps 2 No s Semi-Skilled & Un-Skilled 20 No s. Wire Saw Machines 2 No s Tipper Operators 2 No s Wire Saw Unit 18 No s Details of Stockyard, Non-Saleable Stock, Waste Dump, Site Services, Explosive Magazine etc. Stock Yard The blocks generated will be stocked in the temporary stock yard over an area of 200 M 2 in the SW of the quarry lease area (within 7.5 M buffer zone) (Plate V). Waste Dump The waste generated will be dumped in the NE of the quarry lease area (on existing pit area) covering an area of 2,520 M 2 with an average height of 20 M with 45 o slope angle will be formed (Plate V). Site Services Site services such as Office Cum First Aid, Separate Shelter and Toilets will be provided in the West of the quarry lease area (7.5 M buffer zone) covering an area of 170 M 2 (Plate V). Explosive Magazine Nil Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 19

vi) Market Analysis The rough blocks being quarried in the quarries will be consumed in the local market. The average sale price of block 120 x 90 x 80 Cm will be Rs. 5,000 to 12,000 Per M 3. The lessee possess sufficient man and machinery for excavation and marketing. vii) Waste Management Plan The protective measures and precautions to be taken under the waste dump management shall be as follows : 1. The ultimate dump slope will be maintained at 45 0. 2. The individual terrace heights will be maintained at 3 m. 3. Each terrace will have inward slope with catch drains at the inward side of the terrace. 4. Suitable grass / plant species will planted in the dump slope, which will hold the materials in its fibrous and spread over roots to protect wash off in the rainy seasons. Quarrying planning has been carried out for the required production and development requirements. The other parameters like the bench height, operating width, pit slope etc., will be maintained as per the present norms which are described in foresaid paras. The overall ultimate pit slope is kept as 30. However, for a working pit, it is kept 30 from horizontal. Benches of different heights will be developed as discussed earlier for maintaining the targeted ROM. The proposed year wise excavation details are given in the table. The faces are advanced as per quarry law and to cope with production requirements. Estimated wastage quantities that will be generated over the entire the lease period During quarrying in next 5 years a total of 70,162.20 M 3 of waste will be generated per annum. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 20

Year 1 st (2018 19) 2 nd (2019 20) 3 rd (2020 21) 4 th (2021 22) 5 th (2022 23) Waste Generation Rock Waste @ 90% (M 3 ) 13,597.20 13,743.00 11,745.00 12,096.00 18,981.00 TOTAL 70,162.20 AVERAGE 14,032.44 Estimated Waste Quantity that will be generated in the Entire Life of the Quarry At the rate of 14,032.44 M 3 per year the volume of waste generated in entire Life of the quarry period i.e. 20 years is estimated to be 2,80,648.80 M 3. Measures to be adopted for Solid Waste i) Reduction of waste at source : a) Where the defect less and defective bands are distinct in the quarry resorting to strip quarrying may be helpful in reduction of waste. b) Controlled and cushion blasting may be helpful in generation of less blasting waste. c) Employing experienced and skilled workers in the production and dressing of rough blocks may help in generation of less waste rock. ii) Utilisation of waste if not prevented : i) Separation of side burden in to different categories such as soil, weathered rock and dumping separately so that : Soil can be utilised for reclamation of degraded soil area Weathered rock if it is sufficiently soft and devoid of rock fragments can be utilized the filling of roads, side ditches, formation of approach roads to quarries, construction works etc. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 21

ii) Waste rock generated during production, blasting and dressing having large and medium sized can be used as break water stones, deep cut stream river sections, for preventing the soil erosion. iii) Recovery of waste material from the rejected block : Small size rough blocks can be obtained from large size rejected blocks and can be sold in the local market for the tiles etc. iv) Disposal of waste as last resort : The waste generated will be dumped in the NE of the quarry lease area (on existing pit area) covering an area of 2,520 M 2 with an average height of 20 M with 45 o slope angle will be formed (Plate V). v) Use for back fillings the quarried out mines and other landfill operations such as source of road building material etc. : The total waste generated during the quarry life will be used for filling up the pit after completion of the life of the quarry as part of reclamation. Liquid Waste (Measures to control quarry drainage, runoff from waste dumps) a) Quarry Drainage : The drainage system of quarry in this area consists of surface run off generated from rain fall and seepage The water that will be generated in the quarry pits will be pumped out for the benefit for agricultural fields existing around. b) Run off from waste dumps and measures proposed to arrest run off : Rainfall over the quarry lease area effected differently by waste dumps, quarry pits roads etc. The rain cuts the dumps to small rallies and there by a lot of runoff is generated, in contrast to barren mound, similar pit being a pond runoff generated will cumulate in the pit. The following measures proposed to arrest surface runoff. a) Garland drains around pit and waste dump b) Retention wall at the foot of the dump c) Check dam construction against drainage channels to arrest silt. d) Growing vegetation on the slopes of the dumps c) Excavation drainage ditches all around the quarry to direct surface drainage: Garland drains proposed around pit to divert the runoff in to natural drainage channels. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 22

d) Utilization of runoff for general surface use or discharge in to surface drainage networks only after meeting with prescribed discharge standards and further the agricultural purposes on the surface : Surface runoff during rainfall event cannot be utilized for the general use, hence through the garland drains proposed runoff will be diverted in to drainage network. Granite quarries or dump have no pollutants or toxic substances, hence, no contamination is expected, except siltation. e) Treating waste water to obtain the desired quality for industrial use as may be required : No industries exist in the vicinity of the quarry lease area. Hence, no treatment is required for the runoff. viii) Environmental Management Plan Baseline Information a) Existing Land Use Pattern The quarry lease area is barren mound with sparse vegetation small bushes form the vegetal cover. The dolerite is forming as a linear exposure above the ground level with 5 M above the ground. The areas adjoining the quarry lease area are agricultural lands. b) Water Regime The drainage developed from this upland area flows due East & SE and join Muneru river at a distance of 0.50 Km due East. The area is surrounded by numerous water bodies. The areas around the dyke are agricultural lands c) Flora & Fauna The quarry lease area does not cover any forest area. Occasionally, few shrubs are grown within the quarry lease area, the quarry lease area exhibits rocky nature. Some of the fauna present are mostly domestic animals like Cows, Buffalos, Sheep, Goat, Dogs & Cats. No endangered species are reported from this area. The existing area is not a habitat for migrating fauna nor it forms a breeding ground. d) Quality of Air, Ambient Noise Level and Water Air quality is good but at quarries it is filled with dust, due to haulage on the road, blasting etc. but it will be within the permissible limits. The noise generated mostly due to blasting, drilling, vehicular traffic but it is also within the permissible limits. Granite quarrying will not affect water quality Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 23

e) Climate Condition The quarry lease area experience semi arid climatic condition. The area experience 772 mm average annual rainfall during June September month. The day temperatures vary 25 C in winter and about 45 C in summer season. The general wind direction is SW to NE & SE NW. The period between March and November will be very humid and muggy daytime. The months of December February are considered to have pleasant climate. f) Human Settlements The nearest village Vennawaram is situated 2.00 Km due NW of the quarry lease area, having an approximately population of 3,757 No s. HUMAN SETTLEMENT (PLATE NO I) (SCALE : 1 : 50,000) S. No. Village Direction Aerial Distance (Km) Approx Population (No s) 01. Vennawaram NW 2.00 3,757 02. Gurralakunta NW 3.00 374 03. Uuyyalawada NW 4.50 4,022 04. Ammapalem NE 3.25 2,768 05. Garudapalle NE 2.00 905 06. Polshettigudem SE 4.50 1,250 07. Mangalgudem SW 4.50 1,350 g) Public Buildings, Places & Monuments No public buildings, important places and monuments are seen in and around 500 M of the quarry lease area. The lessee will adopt the safety measures while conducting the quarry operations as per the Regulations of Metalliferrous Mines Regulation 1961 h) Whether the area partly or fully fall under notified Water (Prevention & Control of Pollution) Act, 1974 Not applicable ix) Environmental Impact Assessment a) Land Degradation Granite quarrying will alter the physiographic scene as a large pit of 9,930 M 2 with 12 M depth will be formed at the end of scheme period. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 24

b) Air Quality Air quality is good but at quarries it is filled with dust, due to haulage on the road, blasting etc. but it will be within the permissible limits by sprinkling water on roads and covering the drill rods with cloth. Air quality will not be disturbed, as the quarrying is very limited. BASE LEVEL AIR QUALITY ALLOWABLE LEVEL SPM = 140 g/m 3 360 g/m 3 RSPM = 60 g/m 3 120 g/m 3 SO 2 = 40 g/m 3 80 g/m 3 NO 2 = 40 g/m 3 80 g/m 3 CO = 1.0 g/m 3 5.0 g/m 3 Air quality is good but at quarries it is filled with dust, due to haulage on the road, blasting etc., but it will be within the permissible limits by adopting the following: The dust rising due to drilling will be controlled by covering the drill rods with cloth, dust extractors will also be employed. Dust suppression on haul road with sprinkling of water with chemical additives. c) Noise Levels The blasting and the haulage and the drilling of boreholes generate noise. However, the probable noise level will be within the permissible limits and will not cause harm. The lessee will provide suitable protective gear to the workers for minimizing the noise pollution and the machinery will be well maintained. The noise levels for various activities are 1. Compressor - 84 to 98 db(a) 2. Tipper Empty - 88 to 91 db(a) Tipper Loaded - 95 to 103 db(a) 3. Poclain - 90 to 96 db(a) 4. Blasting - 89 to 95 db(a) Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 25

PERMISSIBLE NOISE EXPOSURE FOR DIFFERENT PERIOD OF TIME IS GIVEN BELOW Duration Per Day (Hrs) Sound Level Dba 16 80 8 85 4 90 2 95 1 100 ½ 105 ¼ 110 1/8 115 The blasting, haulage, machinery and the drilling of drill holes generate noise. However, the probable noise level will be within the permissible limits with in 100 d B (A) and will not cause harm. The machinery will be maintained properly to reduce the noise The protective noise reducing gear like earmuffs, the lessee company will provide earplugs. d) Vibration Levels It is proposed to use low explosives and less quantity to minimize the effects so that the vibration generated will be feeble within 8 Hz e) Socio Economics Agriculture and sheep breeding are important profession of the people living in the village besides involving themselves in quarrying activity. x) Environment Management a) Temporary Utilization of Top Soil The Black Granite deposit in this area is in the form of exposed boulders, the soil excavated will be utilised for planting suitable trees all along the buffer zone. b) Year wise proposal for reclamation of land effected by quarrying activities in next five years Since the quarry is active with quarrying activity, no reclamation measures are possible in next 5 years. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 26

c) In case of abandoned quarries / pits, proposal for uses reservoir, size, water holding capacity and its utilization Physiographic and geological conditions are unfavorable for utilising abandoned pits for water conservation d) Program of afforestation year wise for the next 5 years indication the No. of plants with name of species to be afforested with extent of area The lessee proposes for afforestation in the South of the quarry lease area (within 7.5 M buffer zone) over an extent of 750 M 2 in phased manner during the scheme period with Neem plants (Plate V). YEAR AREA (M 2 ) NO. OF PLANTS 1 st (2018 19) 2 nd (2019 20) 3 rd (2020 21) 4 th (2021 22) 5 th (2022 23) 150.00 30 150.00 30 150.00 30 150.00 30 150.00 30 TOTAL 750.00 150 e) Stabilisation and vegetation of dumps alongwith waste dump management year-wise Since the waste generated is only rock debris and boulders vegetal growth is not possible on the waste dumps. However, measures will be taken by topping the dump area with soil for generation of vegetation. The waste generated will be useful for road material, embankment of canals and tank buds f) Measures to control erosion / sedimentation of water courses Not applicable g) Treatment and disposal of water from quarries Not applicable Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 27

h) Measures for minimizing adverse effects on water regime No adverse effects on water regime are anticipated i) Protective measures for ground vibrations It is proposed to use low explosives and less quantity to minimise the effects so that the vibration generated will be feeble j) Measures for protecting historical monuments and for rehabilitation of human settlements likely to be disturbed due to quarrying activity No public buildings, important places and monuments are seen in and around 500 M of the quarry lease area. The lessee will adopt the safety measures while conducting the quarry operations as per the Regulations of Metalliferrous Mines Regulation 1961. k) Socio - Economic benefits arising from the quarrying Employment generation. Infrastructure development viz. roads, power & water supply, medical facilities in villages etc. xi) Any Other Information All the statutory provisions applicable to granite mining leases, such as Mines & Mineral Concessional Rules, Granite Conservation and Development Rules 1999, Mineral and Mining Rules, Indian Explosive Act, Payment and Wage Act, Work Men Welfare Act, Employees Provident Fund Act shall be adhered. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 28

CONCEPTUAL QUARRY PLAN Land Use Pattern of the quarry lease area will be as follows : Area M 2 Hectares Active Quarry Area Broken 7,480 0.748 To be broken 1,085 0.109 TOTAL 8,565 0.857 Waste Dumps Existing Nil Nil Proposed (over the existing pit area) (2,520) (0.252) 7.5 M Wide Safety Zone 2,405 0.241 Roads (included in pits) Infrastructure (within 7.5 M BZ) Stock Yard (within 7.5 M BZ) (620) (0.062) (170) (0.017) (200) (0.020) QUARRY LEASE AREA UTILIZED 10,970 1.097 TOTAL QUARRY LEASE AREA 13,600 1.360 Reclamation (Plate IX) The matured pits will be backfilled by re-handing of waste as a reclamation measure. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 29

PROGRESSIVE QUARRY CLOSURE PLAN (Under Rule 7 B (viii) of TSMMC Rules, 1966) 1.0 INTRODUCTION The main paras are common points, which are already discussed in main document of Second Scheme of Quarrying a) Name of the lessee M/s DIVYA GRANITES, Proprietor : Sri Yugender H. No. 10-3-158 Mamillagudem Khammam Telangana State b) Type of area (Forest or Non Forest area etc.,) Govt. Land. The quarry lease area is non forest area. c) Address of RQP K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 H.No.16-2-740 / 45, Kayan Nagar, Gaddiannaram, Dilsukhnagar, Hyderabad 500 060. Telangana State.. Mobile No. 9676263746, 9949194365 E-Mail : gmsgeomasters@rediffmail.com gmsgeomasters @gmail.com Web Site : www.gmsgeo.com d) The present land use pattern The quarry lease area is barren mound. The dolerite is forming as a linear exposure above the ground level with 5 M above the ground. The areas adjoining the quarry lease area are agricultural lands Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 30

e) Method of Quarrying The Black Granite in the quarry lease area is exposed on the surface with boulders. Hence, it is proposed to quarry the boulders / sheet by open cast, semi-mechanized methods, by developing the benches of 6 M height & 3 M width. Wire Saw cutting will be deployed based on the favourable conditions. The development of benches in the sheet rock will be maintained @ 60 o safety slopes. f) Reasons for Closure No quarry closure is anticipated in next 5 years period g) Statutory Obligations The lessee do not have any statutory obligations 2.0 QUARRY DESCRIPTION a) Geology Discussed under Chapter 3.0 (iii) of Second Scheme of Quarrying b) Reserves Discussed under Chapter 3.0 (iv) of Second Scheme of Quarrying 3.0 QUARRY CLOSURE PLAN Mined Outland The mined out pit will be utilized for water recharge structure. The entire area leaving 7.5 M buffer zone will be excavated to a depth of RL 90 M i.e. ultimate pit depth. Water Quality Management The quarry lease area is a part of barren mound with rock out crops. The surrounding area is also free from any water tanks or big nalas in 500 M radius. The ground water is found to be reached at 20 M depth at the bore well nearby areas on lower level. The effect of quarrying is not anticipated on ground water regime. Air Quality Management The air in this area is pollution free as there is no pollutant factories area there. The quarrying in this area will create air pollution due to emition of dust during quarying and transportation. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 31

Top Soil Management The soil if any generated from the quarrying will be used for developing the plantation in 7.5 M buffer zone. Tailing Dam Management Not applicable Infrastructure The infrastructure like road, transport will be altered in time to time at quarry lease area. The permanent road, electric lines, telephone lines are far away. Disposal of Quarrying Machinery In this quarry lease area, machineries deployed are on hire basis. However, the quarrying operations are continuous in this quarry. Hence, the question of disposal of machinery will not arise. Safety & Security In this area the quarrying is proposed at elevated area therefore, the safety of pits will not hurt. The cattle and human, however, the area will be protected by barbed wire fencing avoid undo incidences in quarry area Disaster Management and Risk Assessment In this quarry lease area, the quarrying does not involve disaster of land etc. In the event of natural calamities like floods and cyclones, the lessee will approach; the Revenue Officials will be informed. The area does not come under earthquake zone. There are no chances for flooding of water into working because the area is located away from the rivers at elevated place compare to the surroundings. The area is formed by massive formation with gentle slopes, there are no chances for land sliding in the quarry. If there are any chances for disasters, the lessee will take necessary action to prevent the same as per statutory requirement. The lessee has established a First Aid Room with Emergency Medicines in the event of any minor disaster to the workers. The lessee has sufficient vehicles for taking the injured / ill health persons to the nearest hospitals at Dornakal. Care and Maintenance during temporary discontinuance For the protection of mine and mined out pits the watchman will be engaged when the quarry is temporarily discontinued. Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 32

Economic Repercussions of Closure of Quarry and Man Power Retrenchments The Black Granite quarrying is depending on market demand. Therefore, lessee engages labourers on daily wages basis. In this area only labourers will be engaged. They will do other works also when the quarry is closed. Time Schedule for Abandonment The time schedule of the Black Granite quarrying in this area does not arise and will continue for very longer period. Abandonment Cost No abandonment proposals are anticipated during the next five years quarrying period The Financial Assurance During or after the extraction of the minerals, a lease holder or permit holder shall take necessary steps for reclamation of the quarried out area as per scrutinized progressive quarry closure or final quarry closure plan or feasibility report. The compliance of quarry closure shall be by a lease holder for (31) minerals, existing minor minerals, granite and marble or by a lease holder or permit holder in respect of Gravel, Ordinary Earth, Rehmatti, Morrum, Shingle, Chalcedony Pebbles and Gypsum. As per G.O. Ms. No. 48, Industries & Commerce (Mines-I) Department, dated 26-07- 2017, the Financial Assurance of Rs. 25,000/- per Hectare in the form of Bank Guarantee (this amount works out for 0.969 Hectares area for Rs. 24,225/-) minimum of Rs. 2,00,000/- of Financial Assurance will have to be submitted to the Assistant Director of Mines & Geology, Mahabubabad. FINANCIAL ASSURANCE PROFORMA The details of area put to use under various activities are calculated to arrive the Financial Assurance, various land uses are indicated in the following tabular form Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 33

TABLE INDICATING THE BREAKUP OF AREAS IN THE QUARRY LEASE FOR CALCULATION OF FINANCIAL ASSURANCE S.No. Head Area put on use at the start of scheme (in Ha.) Additional requirement during the scheme period (in Ha.) Total (in Ha.) Area considered as fully reclaimed and rehabilitated (in Ha.) Net area considered for calculation (in Ha.) 1 2 3 4 5 6 7 1 Area under Quarrying 0.748 0.109 0.857-0.857 2 Storage for Top Soil Nil N.A. N.A. - N.A. 3 Overburden / Dump (over the existing pit area) Nil (0.252) (0.252) - (0.252) 4 Mineral Storage Nil 0.020 0.020-0.020 5 Infrastructure (Workshop, Administrative Building etc.,) Nil 0.017 0.017-0.017 6 Roads (included in pits) (0.062) Nil (0.062) - (0.062) 7 Railways Nil N.A. N.A. - N.A. 8 9 Green Belt (within 7.5 M BZ) Fencing around pit in length (M) GRAND TOTAL Nil 0.075 0.075-0.075 Nil (294 M) (294 M) - (294 M) A B C = (A + B) D E = (C-D) 0.748 0.221 0.969-0.969 Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 34

4.0 CERTIFICATE Certified that the above mentioned will be taken care in the Progressive Quarry Closure Plan for Quarry Lease for Black Granite over an extent of 1.36 Hectares in Sy. No. 60 / 33 of Vennaram Village, Dornakal Mandal, Mahabubabad District, (erstwhile Warangal District), Telangana State. All statutory organizations, courts etc. have been taken into consideration and wherever any specific permission is required the lessee will approach the concerned authorities. All the measures proposed in this closure plan will be implemented in a time bound manner as proposed. 5.0 PLANS & SECTIONS Plans and Sections are submitted along with Second Scheme of Quarrying LESSEE RQP M/s DIVYA GRANITES (K. GOVINDA RAO) RQP / DMG / HYD / 52 / 2017 Prepared By : K. GOVINDA RAO RQP / DMG / HYD / 52 / 2017 Page 35

ANNEXURE III PHOTOGRAPHS SHOWING VIEW OF THE PIT DEVELOPMENT