QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
QUARRY PLAN FOR STONE & ROAD METAL (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 2015 – 16 TO 2019 – 20) (FOR THE ENSUING BALANCE 2 YEARS PERIOD i.e. 2018 – 19 TO 2019 –20)
Over an extent of 03.670 Ha in Sy. No. 441 of Madugulappy (V), Thipparthy (M), Nalgonda District, Telangana State
LESSEE
M/s S.C.R.NIRMAN PVT. LTD MD Sri S.Chenna Reddy Flat No:303, H.No : 12-8-443 Beside Petrol Bunk, Firdous Kaveri Aparts, Mettuguda, Secunderabad,– 500 017 Telangana State
By
V. C. N. RANGASWAMY (RQP / DMG / HYD / 99 / 2012)
1.0 GENERAL
i) Name of lessee M/s S.C.R.NIRMAN PVT. LTD
MD Sri S.Chenna Reddy Flat No:303, H.No : 12-8-443 Beside Petrol Bunk, ii) Address Firdous Kaveri Aparts, Mettuguda, Secunderabad,– 500 017 Telangana State
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 1
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
Mobile No.
iii) Status of lessee Private Firm
Mineral (s) which is / are included in iv) the prospecting license (for Fresh N.A grant)
Mineral (s) which is / are included in v) Stone & Road Metal the letter of intent / lease deed
Mineral (s) which is the lessee intends vi) Stone & Road Metal to quarry
Name of a person employed under vii) clause (c) of Sub Rule (1) of Rule 42 of V. C. N. RANGASWAMY MCDR, 1988 preparing Quarry Plan
H.No.5-100-1, Plot No. 53, Pragathi Colony, Address Meerpet, Saroornagar, Hyderabad – 500 079. Telangana State.
Mobile No. 95732 57074
Email. ID [email protected]
RQP Designation (RQP / DMG / HYD / 99 / 2012) Valid Upto 30 th November 2022
Date of Appointment 25 – 03 – 2018
Date of Inspection and Survey 30 – 03 – 2018
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 2
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
2.0 LOCATION AND ACCESSIBILITY
a) Lease Details
a) Lease Details Existing Quarry
i) Name of Quarry M/s S.C.R.NIRMAN PVT. LTD
The quarry lease area falls in the Survey of India, Toposheet No. 56 P / 05 (Scale 1 : 50,000) (Plate - I) and is bounded Latitude / Longitude of any Boundary ii) Point B.P LATITUDE LONGITUDE No
1 16° 58' 11.90"N 79° 26' 54.40"E
iii) Date of grant of lease 18 – 10 – 2010
Un-Expired Period of Lease i.e. upto 17-10- iv) Period / Expiry Date 2020
v) Name of lessee M/s S.C.R.NIRMAN PVT. LTD
MD Sri S.Chenna Reddy Flat No:303, H.No : 12-8-443 Beside Petrol Bunk, vi) Postal Address Firdous Kaveri Aparts, Mettuguda, Secunderabad,– 500 017 Telangana State
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 3
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
Demarcated lease sketch certified by the ADMG, Ranga Reddy, with Geo Co- Ordinates.
B.P LATITUDE LONGITUDE No Details of applied / lease area with 1 16° 58' 11.90"N 79° 26' 54.40"E precise area demarcation lease sketch duly certified by the State Government 2 16° 58' 10.30"N 79° 26' 54.79"E b) alongwith complete demarcation report 3 16° 58' 10.42"N 79° 26' 51.12"E giving co-ordinates of all boundary pillars 4 16° 58' 06.80"N 79° 26' 49.70"E
5 16° 58' 08.80"N 79° 26' 47.20"E
6 16° 58' 12.54"N 79° 26' 48.94"E
7 16° 58' 13.48"N 79° 26' 50.26"E
8 16° 58' 15.90"N 79° 26' 51.60"E
Forest Non – Forest
Forest (Specify) Area (Ha.) i. Waste Land Area Division, Range, Beat ii. Grazing Land and Compartment iii. Agriculture Land iv. Others (Specify)
Nil Nil Govt. Land 3.670 Ha
i) Total lease area / applied area 3.670 Ha
ii) District & State Nalgonda, Telangana
iii) Taluka Thipparthy
iv) Village Madugulapally
Where the area falls under Coastal v) Regulation Zone (CRZ) ? If yeas, details No thereof
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 4
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
Railway Track is passing at the distance of Existence of public road / railway line, if vi) 0.50 Km due North and BT road at the any nearby and approximate distance distance of 1.50 Km due North.
The quarry lease area falls in the Survey of India, Toposheet No. 56 P / 05 (Scale 1 : 50,000) (Plate - I) and is bounded
B.P LATITUDE LONGITUDE No
1 16° 58' 11.90"N 79° 26' 54.40"E
Topo-Sheet No. with latitude & 2 16° 58' 10.30"N 79° 26' 54.79"E vii) longitude of all corner boundary point / 3 16° 58' 10.42"N 79° 26' 51.12"E pillar 4 16° 58' 06.80"N 79° 26' 49.70"E
5 16° 58' 08.80"N 79° 26' 47.20"E
6 16° 58' 12.54"N 79° 26' 48.94"E
7 16° 58' 13.48"N 79° 26' 50.26"E
8 16° 58' 15.90"N 79° 26' 51.60"E
The quarry lease area is located at the distance Attach a general location map showing of 1.5 Km due E of Madugulapally village . area and access routes. It is preferred The Mandal Head Quarters Thipparthy is that the area be marked on a Survey of located at the distance of 5.00 Km. It is India topographical map or a cadastral located 15 Km towards SE from Nalgonda. viii) map or forest map as the case may be. The quarry lease area can be approached from However, if none of these are available, Nalgonda via. Thipparthy –Miryalaguda road. the area may be shown on an The quarry lease area is approachable in all administrative map seasons. The location of the area is indicated in Key - Cum - Location Map (Plate - I).
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 5
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
3.0 TECHNICAL DETAILS
i) Introduction
M/s S.C.R.NIRMAN PVT. LTD, Mg. Director : Sri S.Chinna Reddy, was granted quarry lease for Stone & Road Metal over an extent of 3.670 Ha in Sy. No. 441 of Madugulapally Village, Thipparthy Mandal, Nalgonda District, Telangana State, for a period of 10 years, by the Deputy Director of Mines & Geology, Hyderabad.
The quarry lease deed was executed by the Asst. Director of Mines & Geology, Nalgonda District.
M/s S.C.R.NIRMAN PVT. LTD , for the un-expired period of lease i.e. upto 17-10- 2020 by the Deputy Director of Mines & Geology, Hyderabad, vide Proceedings No. 6275 / Q-II(1) / 2010 dated 14-10-2010.
The quarry lease deed was executed on 18-10-2010 by the Asst. Director of Mines & Geology, Hyderabad, vide Proceedings No. 4966 / M2 / 2010 dated 18-10-2010 for the un- expired period upto 17-10-2020 (Annexure – I).
M/s S.C.R.NIRMAN PVT. LTD, represented by Sri S.Chinna Reddy, approached Sri V. C. N. RANGASWAMY, RQP (RQP / DMG / HYD / 99 / 2012) for preparation of Quarry Plan in the above mentioned area.
Accordingly this Quarry Plan 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.
The 1 st , 2 nd & 3 rd years of this plan period i.e. 2015 – 16 to 2017 –18 are already completed. Hence, proposals are made for ensuing balance 2 years period i.e. 2018 – 19 to 2019 – 20 and submitted to the Deputy Director of Mines & Geology, Hyderabad, for scrutiny.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 6
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
ii) Infrastructure and Communication
The ground water is available 20 M BGL. The agricultural fields in the Availability of Water surrounds of the quarry lease area are irrigated by ground water.
Electricity is available in all the villages and in the nearby agricultural lands Availability of Electricity for borewells.
Communication Network Tele Communications facility is available at the Madugulappy Village.
State Transport Bus Services ply from Nalgonda frequently; Private Road Network Transport is also available on this road network.
Nearest Rail Head Nalgonda Railway Station is 20 Km from the Site .
Port Facility Machilipatnam Port is about 210 Km from the Site
Primary School Education is available at Madugulapally Village. Higher School Education is available at Nalgonda.
Registered Medical Practioner is available at Madugulapally Village. Medical Facility Nalgonda are well placed for Doctors, Nursing Homes & Hospitals.
Boundaries
North Agriculture Lands
South Agriculture Lands
East Agriculture Lands
West Agriculture Lands
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 7
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
iii) Geology and Exploration
a) Physiography
The quarry lease area is located on a rocky barren hill moderately sloping on all sides rising 7 M above ground level.
b) Topography
The quarry lease area consists of rocky barren hill with topo relief in SW – NE direction. The lowest contour is 170 M and highest contour is 177 M in topo plan.
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 – 4 in the SE of the quarry lease area with its value of 170 M.
The co-ordinates were fixed using the 12 channel handheld GPS, GARMIN make with
Position Format hddd – mm – ss.s
Map Datum WGS – 84
Units Metric
North Reference True North
Variance 001 o W
Angle Degrees
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.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 8
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
The geological succession of the area as worked out by GSI (1991) is as follows :
RECENT ALLUVIUM / SOIL COVER
Quartz Veins, Pegmatites Dolerites, Gabbro, Pyroxenite Dykes
Fine Grained Pink Alkali Feldspar Granite, Medium to Younger Coarse Grained Pink Alkali Feldspar Granite
Granite With Mega Crysts of K-Feldspar, very coarse grained Pink Alkali Feldspar Granite
Medium to Coarse Grained Pink Granite Migmatite II Fine grained Grey Alkali Feldspar Granite Precambrian Granitiod - Migmatite Complex 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.
iv) Geology of the area
Entire quarry lease area is covered with Stone & Road Metal which is rising up to 7 M above ground level trending SW – NE, the strike length of the body measured 264 M in the area with an average width of 124 M (Plate – III).
The quarry lease area is in the form of dome shaped hillock covered by sheet. The rock in the quarry lease area is peninsular gneissic rock of Archean age and it is medium to coarse grained texture which is light gray in colour, compact, brittle in nature, it is trending is SW – NE direction. The Stone and Metal can be extracted from the rock available in the quarry lease area which is useful in construction purposes.
a) Details of Prospecting / Quarrying already carried-out
Details of Quarrying Operations
As the Stone & Road Metal deposit is forming a part of hill slope rising 7 M above ground level within the quarry lease area.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 9
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
1 pit was excavated (Plate – III)
Area Average Depth Pit No. Grids Direction (M 2) (M)
Total of lease 1 N 00 – 300 & E 00 – 200 17,599 7 area
b) Estimation of Geological Reserves
The Geometry of the Deposit
The Geological traverses in the quarry and the study exposures in the vicinity of quarries facilitated to access the shape and size of the deposit in the area. It is a sheet deposit rising 7 M above ground level within the quarry lease area (The lowest contour is 170 M and highest contour is 170 M). The surface of sheet rock is wavy and irregular.
Method of Estimation of Reserves
The deposit is found to be irregular in shape. Hence cross sectional method adopted for Estimation of Geological Reserves. 2 Cross Sections A-A1 to B-B1 were drawn at equal distance perpendicular to the slope of the formation to estimate the reserves (Plate – III).
The cross sections were drawn perpendicular to the slope 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 140 M to arrive the volume of Stone & Road Metal.
Categorization of Reserves
The exposed outcrops and the reserves upto 20 M below the surface are considered under Proved Category of Reserves (upto RL 150 M) and 15 M below the Proved Reserves (upto RL 135 M) are considered under Probable Resources (Plate – III).
Hence, G1 (Proved) scale category as (111) code & G2 (Probable) scale category as (122) is calculated.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 10
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
a) Total Geological Reserves
Sectional Sectional Area Volume Category Influence Sections & UNFC Code (M 2) (M) (M 3)
Proved 2,086.00 140.00 2,92,040.00 (111) A - A1 Probable 1,867.00 140.00 2,61,380.00 (122)
Proved 1,470.00 125.00 1,83,750.00 (111) B - B1 Probable 1,688.00 125.00 2,11,000.00 (122)
TOTAL 9,48,170.00
b) Reserves in UNFC Code
UNFC Reserves in S. No. Category of Reserves Reserves in M 3 Code Million M 3
1 Proved 111 4,75,790.00 0.47
2 Probable 122 4,72,380.00 0.47
3 Possible 333 Nil Nil
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 11
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
c) Reserves blocked under 7.5 M Buffer Zone
Sectional Sectional Area Volume Category Influence Sections & UNFC Code (M 2) (M) (M 3)
Proved 285.00 140.00 39,900.00 (111) A - A1 Probable 226.00 140.00 31,640.00 (122)
Proved 250.00 125.00 31,250.00 (111) B - B1 Probable 234.00 125.00 29,250.00 (122)
TOTAL BLOCKED 1,32,040.00
d) Reserves blocked under Safety Slopes
Sectional Sectional Area Volume Category Influence Sections & UNFC Code (M 2) (M) (M3)
Proved 136.00 140.00 19,040.00 (111) A - A1 Probable 352.00 140.00 49,280.00 (122)
Proved 43.00 125.00 5,375.00 (111) B - B1 Probable 259.00 125.00 32,375.00 (122)
TOTAL BLOCKED 1,06,070.00
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 12
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
Total Mineable Reserves
a) Extraction of Market Grade Reserves
Considering the recovery of Stone & Road Metal is 100%. No waste is anticipated to be generated.
RESERVES AVAILABLE FOR QUARRYING
Proved 4,75,790.00 M 3 A. Total Geological Reserves 9,48,170 .00 M3 Probable 4,72,380.00 M3
Proved 71,150.00 M3 B. Reserves Blocked under 7.5 M Buffer Zone 1,32,040.00 M3 Probable 60,890.00 M3
Proved 24,415.00 M3 C. Reserves Blocked under Safety Slopes 1,06,070.00 M3 Probable 81,655.00 M3
Proved 95,565.00 M3 D. Total Reserves Blocked (B + C) 2,38,110.00 M3 Probable 1,42,545.00 M3
Proved 3,80,225.00 M3 Reserves available for Quarry F. 7,10.060.00 M3 (A – (B + C) Probable 3,29,835.00 M3
b) Recovery (Proved)
@ 100% Recovery = 3,80,225.00 M3
Life of the Quarry = 3,80,225.00 M3 / 27,996.00 M3
= 13.58 YEARS
c) Recovery (Probable)
@ 100% Recovery = 3,29,835.00 M3
Life of the Quarry = 3,29,835.00 M3 / 53,244.00 M3
= 11.78 YEARS
d) Life of the Quarry
Proved + Probable = 25.36 OR SAY 26.00 YEARS
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 13
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
Economic Marketable Reserves
The Stone & Road Metal is having good market for construction and road formation. The entire mineable are considered as Marketable Reserves.
v) Quarrying
a) Method of Quarrying
(Open Cast Other Than Fully Mechanized / Semi Mechanized)
The Stone & Road Metal in the quarry lease area is exposed on the surface with sheet. Hence, it is proposed to quarry the sheet by Open Cast Semi Mechanized Method by developing the benches of 6 M height with 3 M width with drilling and blasting.
The Fragmenaon of rock mass from the mother rock will be carried out by drilling, blasting, the fragmented rock mass will be crushed in the crusher for obtaining the required sizes of 40 mm, 20 mm, 10 mm.
b) Beneficiation (If required)
No beneficiation is required
c) Drilling & Blasting
i) Drilling
Drilling is accomplished by wagon drill machine capable of drilling, blast hole of 102 / 115 mm dia. The holes are drilled in staggered pattern with 15 0 inclinations from vertical.
ii) Loading
The blasted material is loaded by Hydraulic excavator directly into tippers.
iii) Hauling
The haulage from the quarry pit to crusher will be carried out with tippers of 17 T / 25 T capacity.
Water sprinkling on haul road will be done with water tanker provided with sprinkler arrangement to suppress the air borne dust during transportation.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 14
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
DRILLING AND BLASTING
Dia 115 mm hammer drilling will be employed for blasting holes in staggered pattern of 2.5 x 3 m with depth of 6 to 8 m. Each blast holed with yield 117.19 Tons (46.88 M 3).
Proposed Production Per Annum = 27,996.00 M3 (69,990.00 Tons) (Maximum Production)
Proposed Production Per Day = 111.98 M3 (279.96 Tons) (@ 250 working day per year)
Drilling Machine required with 115 mm drill rods
Bench Height = 6.00 M
Spacing = 3.00 M
Burden = 2.50 M
Bulk Density (Insitu) = 2.50
Depth of Drilling = 6.25 M
Yield per meter of drilling = 3.00 x 2.50 x 6.25 x 2.50
= 117.19 Tons (46.88 M 3)
= 117.19 Tons / 6.25 M
= 18.75 Tons (7.50 M 3)
Rate of drilling = 6 m per hour
Drilling capacity per day with effective 6 hours = 6 x 6 = 36 m
Rate of production per day = 675 Tons (270 M 3)
Requirement of drilling per day for = 279.96 Tons / 675 Tons 111.98 M3 (279.96 Tons) = 0.42 Or Say 1
No. of meters required = 279.96 Tons / 18.75 Tons
= 14.93 Mtrs
No. of Machines required per day = 14.93 / 36 = 0.42 considering 80% availability Or Say 1 Machine
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 15
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
d) Production Proposed for the next two years (2018 – 19 to 2019 – 20)
It is proposed to produce 55,992.00 M3 of Stone & Road Metal aggregates with an average annual production of 27,996.00 M3.
Quarrying Program for the next two years (2018 – 19 to 2019 – 20)
The lessee proposes to take up quarrying operations from North of the quarry lease area between the grids N 200 – 300 & E 50 – 200. The quarrying advances S. (Plate – V).
YEAR STONE & ROAD METAL
In the fourth year the quarrying will be initiated from North of the quarry lease area covering an area of 5,650.00 M 2 will be excavated producing 33,900.00 M3 4th of Stone & Road Metal between the Contour 174 M – RL 164.24 M to RL 168 – (2018 – 19) 158 M and between the grids N 200 – 300 & E 50 – 200. The workings advances S.
In the fifth year the quarrying will continue below 1st year workings covering 5th the an area of 3,682.00 M2 will be excavated producing 22,092.00 M3 of Stone & (2019 – 20) Road Metal between the RL 168 – 158 M to RL 162 – 152 M and between the grids N 200 – 300 & E 50 – 200. The workings advances S.
The year wise production proposed is shown in the following table.
YEAR WISE PRODUCTION FOR NEXT 2 YEARS (2018 – 19 TO 2019 – 20)
Bench Volume Height Area Year (M 2) (M) (M 3)
4th 5,650.00 6.00 33,900.00 (2018 – 19)
5th 3,682.00 6.00 22,092.00 (2019 – 20)
TOTAL 55,992.00
AVERAGE 27,996.00
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 16
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
Quantum of Excavation : A total of 55,992.00 M3 of Stone & Road Metal will be produced and marketed during the next two years of plan period.
Production Schedule
The production of Stone & Road Metal continuous throughout year except during monsoon. That is 10 working months, 25 working days per month are considered. The average production of 27,996.00 M3 per year (250 days @ 111.98 M3 per day) can be easily achieved in a single shift with sufficient men and machinery.
e) Men & Machinery
MACHINERY MAN POWER
Excavator 2 No’s Mines Manager (Part Time) 1 No.
Drilling Machines 4 No’s Supervisors 1 No. Tractor with Trailers 2 No’s Excavator Operators 3 No’s
Rock Breakers 1 No. Tipper Operators 5 No’s Loaders 1 No. Drilling Operators 8 No’s
Tippers 4 No’s Semi-Skilled & Un-Skilled 10 No’s
f) Details of Stockyard, Non-Saleable Stock, Waste Dump, Site Services, Explosive Magazine etc.
Stock Yard
Temporary stocks will be maintained on day to day basis, entire ROM will be cleared within days (i.e. 4 to 5 days).
Non-Saleable Stock
Nil
Waste Dump
No waste is anticipated to be generated.
Site Services
Temporary Office, Rest Rooms, First Aid Room, Shelters, Water for drinking will be provided outside the quarry lease area (Plate – V).
Explosive Magazine
Nil
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 17
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
vi) Market Analysis
The Stone & Road Metal is used for laying roads and construction purposes.
The lessee possesses sufficient man and machinery for excavation and marketing.
vii) Waste Management Plan
No waste generation is anticipated.
Liquid Waste (Measures to control mine drainage, runoff from waste dumps)
a) Mine 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 :
Not applicable
c) Excavation drainage ditches all around the quarry to direct surface drainage:
The part of the hill will be sliced. Hence, no reclamation measures are proposed.
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 can be utilized for the general use, the runoff will be diverted in to drainage network. Stone & Road Metal quarrying has 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 forms a part of hill sloping on all sides rising about 7 Mts. The areas adjoining the quarry lease area are agricultural lands.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 18
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
b) Water Regime
The subject area is located on a hillock and the surrounding areas around are agricultural lands.
The ground water occurs under confined conditions in both hard rock and alluvium which are shallow in nature.
c) Flora & Fauna
Vegetation is sparse. No wild animals reported.
d) Quality of Air, Ambient Noise Level and Water
o 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.
o The noise generated mostly due to blasting, drilling, vehicular traffic but it is also within the permissible limits.
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 to February are considered to have pleasant climate.
f) Human Settlements
The nearest village Madugulapally is situated 1.50 Km due E of the quarry lease area, having an approximately population of 500 No’s. Agriculture and sheep breeding are important profession of the people living in the village besides involving themselves in quarrying activity.
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
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 19
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
ix) Environmental Impact Assessment
a) Land Degradation
Stone & Road Metal quarrying will alter the physiographic scene as a large pit of 18,797 M2 will be formed at the end of plan period.
b) Air Quality
The project includes various quarrying operations involving
• Development of Benches • Approach R oads • Haul Roads • Drilling • Blasting • Excavation and Transportation
These operations generally result in generation of dust and thereby pose health hazards. However, adequate control measures will be provided at every stage of operation such as water sprinkling at loading and unloading point and on haul roads before transportation to reduce the fugitive dust emissions.
Heavy Earth Moving Machinery like excavator, dumpers, dozer and other transport vehicles will emit gaseous pollutants mainly CO and NOx.
The generation of dust is anticipated from various quarry activities i.e. drilling, blasting, loading, haulage, unloading, and other activities related to quarry.
The increment in the fugitive emissions will be due to material handling and transportation activity. These will be restricted to the lease area only by adopting water sprinkling, which will be practiced at the quarry site to control air pollution load.
Ambient air quality standards promulgated by National Ambient Air Quality applicable to the subject project are given below.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 20
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
NAAQ STANDARDS
Concentration in Ambient Air Pollutant Time Weighted Average Industrial, Residential, Rural and Other Area
Annual* 50 Sulphur Dioxide (SO ) 2 24 Hours** 80
Nitrogen Dioxide (NO 2) Annual* 40 µg / M 3 24 Hours** 80
Particulate Matter (size less than Annual* 60 3 10 µm ) or PM 10 µg / M 24 Hours** 100
Particulate Matter (size less than Annual* 40 3 2.5 µm ) or PM 2.5 µg / M 24 Hours** 60
Dust levels will be higher within the active operational areas (quarry area) due to blasting and transportation. However, in the buffer zone it is not likely to be affected by dust problems, when proper dust suppression measures are taken.
Air Quality Management
The following measures will be adopted to mitigate air pollution generated due to the quarry activities :
Water sprinkling while drilling
Rock breaker will be used for breaking over size boulders in order to reduce dust and noise generation
Water spray on haulage roads & proper maintenance of haul roads will be done
Development of green belt around lease boundary, roads and other places will be carried out to control the air pollution
Personal Protective Equipment like dust mask will be provided to all employees working in the dusty areas
Proper maintenance of vehicles will be done to limit gaseous emissions
c) Water Quality
Surface Water
There is no perennial surface water source in the quarry lease area. Ground water is the source for the nearby habitation also.
Stone is non-toxic in nature. There will be no outside discharge of liquid effluent from the quarry site.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 21
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
Ground Water
Ground water pollution can take place only if the quarry rejects contain toxic substances, which get leached by the precipitation water and percolate to the ground water table thus polluting it. Any nearby wells or other sources of water can be rendered unfit for drinking and even for industrial use.
This is not the case with this deposit as the stone or topsoil does not contain any harmful ingredients. Moreover, stone constitutes of fairly inert and chemically non- reactive ingredients.
Water Pollution Control Measures
• No waste water will be generated during quarry operation
• Garland drains all along the downstream boundary of the pit.
• Rainwater falling in the quarry pit will flow based on the slope into the garland drain provided with sedimentation pits.
d) Noise Levels
Noise generation is from operations at quarry development, excavation and transportation of stone.
High noise levels will be confined to work zone areas only. Noise levels get diffused rapidly with distance.
Noise impact is mainly restricted to the work zone areas. Hence, the noise levels impact due to the quarry operations on community is insignificant.
Noise Control Measures
The following control measures will be adopted to keep the ambient noise levels well below the limits.
• Controlled blasting with proper spacing, burden, stemming and optimum charge / delay will be maintained.
• The blasting will be carried out during less human activity timings i.e. during lunch interval or during change of shifts.
• Proper maintenance, oiling and greasing of machines at regular intervals will be done.
• Green belt and plantation will be developed wherever possible.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 22
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
e) Vibration Levels
Ground vibration, fly rock, air blast, noise, dust and fumes are the effects of blasting on environment. The seismic wave due to explosive energy in the ground can cause significant damage to structures and disturbance to human occupants due to vibration.
The vibration/ Particle Velocity (Peak Particle Velocity) is measured in millimetre per second. The standards for safe limit of PPV are established by Director General of Quarries Safety for safe level criteria through Circular No. 7 dated 29/8/1997. The safe level criteria PPV as mentioned in Circular No. 7 of DGMS is presented below.
PERMISSIBLE PEAK PARTICLE VELOCITY (mm/s)
Dominant Frequency S.No. Type or Structure <8Hz 8 - 25 Hz >25 Hz
A) Buildings / Structures not belonging to the owner
Domestic houses/ structures 1. 5 10 15 (Kuchcha brick and cement) Industrial Buildings 2. 10 20 25 (RCC and framed structures) Objects of historical importance and 3. 2 5 10 sensitive structure
B) Buildings belonging to the owner with limited life span
Domestic houses/ structures 1. 10 15 25 (Kuchcha brick and cement)
Industrial buildings 2. 15 25 50 (RCC & framed structures)
Blasting damage has been classified into four categories; and no appreciable damage occur when PPV less than 17 mm / sec. So no effect is envisaged
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 23
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
EFFECT OF GROUND VIBRATION ON STRUCTURES
S.No. Category Description of Damage
No formation of noticeable cracks 1. No appreciable damage (PPV <17 mm / sec.)
Formation of fine cracks, fall of plaster, opening
and lengthening of old cracks, loosening of joints
Dislodging of loose objects, etc. 2. Threshold PPV – 17.75 mm / sec.)
Superficial not affecting the strength of structures – broken windows. Hairline cracks in masonry around 3. Minor openings near partition, broken windows. Fall of loose mortar etc. (PPV – 30 mm / sec).
Formation of several large cracks, serious weakening of structures, shifting of foundation, fall of masonry, 4. Major ruptures of opening vaults, etc. (PPV – 40 – 60 mm / sec).
As the distance increases the PPV value is likely to reduce. The ground vibrations generated by blasting during the quarry operations will be maintained well within standards prescribed by DGMS by controlled blasting and optimum charge. Ground vibrations are not likely to affect the structures in the vicinity of quarry lease area.
VIBRATIONS AND FLY ROCKS CONTROL MEASURES
The blasting operations will be carried out by drilling and blasting. The measures for abatement of ground vibration, air blast and fly rocks are detailed below:
• Blasting will be performed strictly as per the guidelines specified under MMR, 1961
• Proper design of blast with correct spacing, burden & optimum charge / delay
• Supervision of drilling and blasting operations to ensure blast design geometry as per planning
• Sub-drilling will be kept adequate to eliminate toe formation
• Supervision of drilling and blasting operations to ensure blast design geometry
• Sub-drilling will be kept just adequate to tear-off the bench bottom
• Blasting operations will be carried out only during day time as per DGMS guidelines.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 24
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
• Proper warning signals will be used
• Adequate safe distance from habitation as per standards from centre of blasting will be maintained.
• Drilling parameters like overburden, depth, diameter and spacing will be properly designed to ensure proper blast.
• Effective stemming of the explosives will be done in the drill holes.
f) 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 soil if any 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 two years
Since the quarry is active with quarrying activity, no reclamation measures are possible in next 2 years.
c) In case of abandoned quarries / pits, proposal for uses reservoir, size, water holding capacity and its utilization
The excavated pits will be converted to water harvesting structures at the end of the quarry operations / life of the quarry.
d) Program of afforestation year wise for the next 2 years indication the No. of plants with name of species to be afforested with extent of area
The lessee proposes for afforestation in the North of the quarry lease area within the 7.5 M buffer zone over an extent of 300 M2 between the grids N 250 – 300 & E 00 – 150 in phased manner during the plan period with Neem plants (Plate – V).
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 25
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
YEAR AREA (M 2) NO. OF PLANTS
1st 150.00 30 (2018 – 19)
2nd 150.00 30 (2019 – 20)
TOTAL 300.00 60
e) Stabilisation and vegetation of dumps alongwith waste dump management year-wise
Not applicable as no dumps will be formed.
f) Measures to control erosion / sedimentation of water courses
Not applicable
g) Treatment and disposal of water from mines
Not applicable
h) Measures for minimizing adverse effects on water regime
No adverse effects on water regime are anticipated
i) 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
j) Socio - Economic benefits arising from the quarrying
• Employment generation.
• Infrastructure development viz. roads, power & water supply, medical facilities in villages etc.
k) Site Services
Temporary Office, Rest Rooms, First Aid Room, Shelters, Water for drinking will be provided outside the quarry lease area (Plate – V).
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 26
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
l) 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.
CONCEPTUAL QUARRY PLAN
Land Use Pattern of the quarry area will be as follows :
2 Area M Hectares
Broken 17,599 1.7599 Active Quarry Area To be broken 1,198 0.1198
TOTAL 18,797 1.8797
Existing Nil Nil Waste Dumps Proposed Nil Nil
7.5 M Wide Safety Zone 6,320 0.6320
Roads 300 0.030
Infrastructure - - (Outside the quarry lease area)
QUARRY AREA UTILIZED 18,797 1.8797
TOTAL QUARRY LEASE AREA 36,700 3.670
Area that will be broken during Conceptual Plan (Plate – VII)
Quarrying Operations
Period Area Depth Area / Plants (M 2) (M) (M 2)
1,262 M2 During 2 nd 5 year block period 30,380 8.00 (7.5 M buffer zone)
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 27
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
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 Quarry Plan
a) Name of the lessee
M/s S.C.R.NIRMAN PVT. LTD MD Sri S.Chenna Reddy Flat No:303, H.No : 12-8-443 Beside Petrol Bunk, Firdous Kaveri Aparts, Mettuguda, Secunderabad,– 500 017 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
V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 H.No.5-100-1, Plot No. 53, Pragathi Colony, Meerpet, Saroornagar, Hyderabad – 500 079. Telangana State. Mobile No. 99661 20830 E-Mail : [email protected]
d) The present land use pattern
The quarry lease area is Govt. Land. The quarry lease area forms a part of hill sloping on all sides rising about 7 Mts above surrounding plain land.
e) Method of Quarrying
The Stone & Road Metal in the quarry lease area is exposed on the surface. (Hence, it is proposed to quarry the boulders / sheet by Open Cast Semi Mechanized Method by developing the benches of 6 M height.
f) Reasons for Closure
No quarry closure is anticipated in next 2 years period.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 28
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
g) Statutory Obligations
The lessee do not have any statutory obligations.
2.0 QUARRY DESCRIPTION
a) Geology
Discussed under Chapter – 3.0 (iii) of Quarry Plan
b) Reserves
Discussed under Chapter – 3.0 (iv) of Quarry Plan
3.0 QUARRY CLOSURE PLAN
a) Mined – Outland
No reclamation is proposed as the matured pits will be converted as water harvesting structure, no back filling is proposed as no waste generation is anticipated.
b) Water Quality Management
The Check Dam construction does not arise based on the topographical condition of the area.
WATER QUALITY
Particulars and Size (L x b x H) of Check Dam to be Year Location constructed
1st to 5th (2018 – 19 No check dams - to are proposed 2019 – 20)
As the quarry lease area is part of hill, the rain water flows down as sheet flows to the agricultural area in the foot hill.
c) 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 quarrying and transportation.
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 29
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
d) Waste Management
Not applicable as no Mineral Rejects / Sub Grade material is anticipated.
e) Top Soil Management
The soil if any excavated will be utilised for planting suitable trees all along the buffer zone.
f) Tailing Dam Management
Not applicable
g) 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.
h) 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.
i) 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
j) 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 Nalgonda.
k) 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 : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 30
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
l) Economic Repercussions of Closure of Mine and Man Power Retrenchments
The Stone & Metal quarrying is depending on market demand. Therefore, lessee engages labourers on daily wages basis. In this area only laborers will be engaged. They will do other works also when the quarry is closed.
The local residents are basically Number of local residents employed in the quarry, agriculturists. The quarrying will not be status of the continuation of family occupation and 10 carried out in monsoons. The labour will be scope of joining the occupation back. engaged in agricultural activities
Compensation given or to be given to the employees connecting with sustenance of himself - Nil and their family members.
Road Side Hotels / Tea kiosks will be Satellite occupations connected to the quarrying - established by the vendors. The quarry is number of persons engaged therein - continuance - anticipated to operate for more than 10 of such business after quarry closes. years.
The local residents are basically Continued engagement of employees in the agriculturists. The quarrying will not be rehabilitated status of quarry lease area and any - carried out in monsoons. The labour will be other remnant activities. engaged in agricultural activities
No repercussions are anticipated by the society. Envisaged repercussions on the expectation of the - society around due to closure of quarry Moreover, even after back filling of the pits, the left over pit will be converted as water harvesting structure.
m) Time Schedule for Abandonment
The time schedule of the Stone & Road Metal quarrying in this area does not arise and will continue for very longer period.
n) Abandonment Cost
No abandonment proposals are anticipated during the next 2 years quarrying period
o) The Financial Assurance
Financial assurance can be submitted in any encashable from preferable a Bank Guarantee from a Scheduled Bank at the rates equivalent to rates prescribed in Rule 7 B (viii) of TSMMC Rules, 1966 for the next 2 years period expiring at the end of validity of the document.
The proposed quarrying operations are by Open Cast Semi Mechanized Method under 'B' Category quarries, hence, the cost of Reclamation & Rehabilitation is calculated as per the provisions of TSMMC Rules @ Rs. 25,000/- per hectare or part thereof. The same
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 31
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
provisions are implied for calculation of areas utilized under various heads and arriving for Financial Assurance to be paid by the lessee. This amount works out to be Rs. 46.992/- for 1.8797 Hectares area.
The minimum financial assurance in the form of Bank Guarantee for Rs. 2,00,000/- will have be submitted to the Assistant Director of Mines & Geology, Ranga Reddy.
p) FINANCIAL ASSURANCE PROFORMA
TABLE INDICATING THE BREAKUP OF AREAS IN THE QUARRY LEASE FOR CALCULATION OF FINANCIAL ASSURANCE
Additional Net area Area put on Area considered as requirement considered use at the Total fully reclaimed S.No. Head during the for start of plan (in Ha.) and rehabilitated plan period (in calculation (in Ha.) (in Ha.) Ha.) (in Ha.)
1 2 3 4 5 6 7
1 Area under Quarrying 1,7599 0.1198 1.8797 - 1.8797
2 Storage for Top Soil Nil N.A. N.A. - N.A.
3 Overburden / Dump Nil Nil Nil - Nil
4 Mineral Storage Nil Nil Nil - Nil
Infrastructure (Workshop, 5 Administrative Building etc.,) Nil - - - - (within 7.5 M BZ)
6 Roads 0.030 Nil 0.030 - 0.030
7 Railways Nil N.A. N.A. - N.A.
Green Belt 8 Nil (0.030) (0.030) - (0.030) (within 7.5 M BZ)
9 Tailing Pond Nil N.A. N.A. - N.A.
10 Effluent Treatment Plant Nil N.A. N.A. - N.A.
11 Mineral Separation Plant Nil N.A. N.A. - N.A.
12 Township Area Nil N.A. N.A. - N.A.
13 Others Retaining Wall Nil Nil Nil - Nil
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 32
QUARRY PLAN FOR STONE & ROAD METAL Extent : 3.670 Ha 2018
Fencing around the Nil (836 M) (836 M) - (836 M) pit in length (M)
C = A B D E = (C-D) (A + B) GRAND TOTAL 1.7599 0.1198 1.8797 - 1.8797
4.0 CERTIFICATE
Certified that the above mentioned will be taken care in the Progressive Quarry Closure Plan for Quarry Lease for Stone & Road Metal over an extent of 3.670 Ha in Sy. No. 441 of Madugulapally Village, Thipparthy Mandal, Nalgonda 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 Quarry Plan.
LESSEE RQP
M/s S.C.R.NIRMAN PVT. LTD (V. C. N. RANGASWAMY) ` RQP / DMG / HYD / 99 / 2012
Prepared By : V. C. N. RANGASWAMY RQP / DMG / HYD / 99 / 2012 Page – 33
79°24'0"E 79°24'30"E 79°25'0"E 79°25'30"E 79°26'0"E 79°26'30"E 79°27'0"E 79°27'30"E 79°28'0"E 79°28'30"E 79°29'0"E 79°29'30"E
PLATE – I KEY CUM LOCATION MAP
N " 0 3 ' FOR 0
N ° " 7 0 1 3
' STONE & METAL
0 ° 7
1 Over an extent of 03.67 Ha in Sy. No. 441 of Madugulapallyi (V), Thipparthy (M), Nalgonda District N
" Telangana State 0 ' 0 ° N 7 " P art of Toposheet No. 56 P / 05 Scale 1 : 50,000 1 0 ' 0 ° 7 1 N " 0 3 ' 9 N GCP LATITUDE LONGITUDE " 5 ° 0 6 3 ' 1 9 5
° 1 16° 58' 11.90"N 79° 26' 54.40"E 6 1 2 16° 58' 10.30"N 79° 26' 54.79"E N " 0 ' 9 5 N °
" 3 16° 58' 10.42"N 79° 26' 51.12"E 6 0 ' 1 9 5 °
6 4 16° 58' 06.80"N 79° 26' 49.70"E 1 N
" 5 16° 58' 08.80"N 79° 26' 47.20"E 0 3 ' 8 N " 5 ° 0 6 16° 58' 12.54"N 79° 26' 48.94"E 6 3 ' 1 8 5 ° 6
1 7 16° 58' 13.48"N 79° 26' 50.26"E N
" 8 16° 58' 15.90"N 79° 26' 51.60"E 0 ' 8 5 N ° " 6 0 ' 1 8 5 ° 6 1 MAP DATUM : WGS – 84 N " 0 3 ' 7 N " 5 Position Format hddd – mm – ss.s ° 0 6 3 ' 1 7 5 ° 6
1 Map Datum WGS – 84 N " 0
' Units Metric 7 5 N ° " 6 0 ' 1 7
5 North Reference True North ° 6 1 Variance o N 001 W " 0 3 ' 6 N " 5 ° 0 Angle Degrees 6 3 ' 1 6 5 ° 6 1 LEGEND
N " 0 '
6 5 N ° " METAL ROAD 6 0
' FOREST AREA 1 6 5 °
6 1 TANK HILLS LOCATION OF AREA N "
0 3 '
5 N " 5 RIVER ROAD VILLAGE ° 0 6 3 ' 1
5 5 ° 6 1
79°24'0"E 79°24'30"E 79°25'0"E 79°25'30"E 79°26'0"E 79°26'30"E 79°27'0"E 79°27'30"E 79°28'0"E 79°28'30"E 79°29'0"E 79°29'30"E LESSEE RQP
Railway Track Track Railway
Agriculture Lands
Around the Lease Area Lease the Around Buffer Zone of 60M of Zone Buffer
Agriculture Lands
Around the Lease Area Lease the Around
Buffer Zone of 60M of Zone Buffer
Buffer Zone of 500M of Zone Buffer
Around the Lease Area Lease the Around
Buffer Zone of 500M of Zone Buffer Around the Lease Area Lease the Around 172 m 172 N250 N200 N300 N150 N50 N100 00 8 RL162.58 m
E50
A A
171 m 171 174 m 174 LESSEE E100
BM
170 M m 171
172 m 172 B1 E150
R.Q.P 177 m 177
E200 177 m 177 E230 180
170 RL 164.24 m Lease Area Boundary & 160 7.5 Buffer Zone Area Stone & Metal (Proved) 150 Stone & Metal (Probable)
140 135
180
170 RL162.58 m 160
150
140 135
PLATE -IV Quarry Plan For Stone & Road Metal Lessee - M/S S.C.R.NIRMAN Pvt Ltd IN Sy.No.441 OF Madugulapally (Village), Thipparthy (M), Nalgonda District. EXTENT OF 03.670 Ha. GEOLOGICAL CROSS SECTIONS SCALE: 1:1000 CONTOUR INTERVAL : 1m.
VC/011 172 m 172 N250 N200 N300 N150 N50 N100 00 8
E50
171 m 171 174 m 174 LESSEE E100
BM
170 M m 171 172 m 172 E150
R.Q.P 177 m 177
E200 177 m 177 E230 172 m 172 N250 N200 N300 N150 N50 N100 00 8 RL162.58 m
E50
A A
171 m 171 174 m 174 LESSEE E100
BM
170 M m 171
172 m 172 B1 E150
R.Q.P 177 m 177
E200 177 m 177 E230 180
170 RL 164.24 m Lease Area Boundary & 160 7.5 Buffer Zone Area Stone & Metal (Proved) 150 Stone & Metal (Probable)
140 135
2018-19 Year Mine Layout Area
2019-20 Year Mine Layout Area 180
170 RL162.58 m 160
150
140 135
PLATE -VI Quarry Plan For Stone & Road Metal Lessee - M/S S.C.R.NIRMAN Pvt Ltd IN Sy.No.441 OF Madugulapally (Village), Thipparthy (M), Nalgonda District. EXTENT OF 03.670 Ha. WORKING CROSS SECTIONS
SCALE: 1:1000 CONTOUR INTERVAL : 1m.
VC/011 172 m 172 N250 N200 N300 N150 N50 N100 00 8 RL162.58 m
E50
A A
171 m 171 174 m 174 LESSEE E100
BM
170 M m 171
172 m 172 B1 E150
R.Q.P 177 m 177 E200
Conceptual Period Plantation 177 m 177 E230 180
170 RL 164.24 m Lease Area Boundary & 160 7.5 Buffer Zone Area Stone & Metal (Proved) 150 Stone & Metal (Probable)
140 135
180
170 RL162.58 m 160
150
140 135
PLATE -VIII Quarry Plan For Stone & Road Metal Lessee - M/S S.C.R.NIRMAN Pvt Ltd IN Sy.No.441 OF Madugulapally (Village), Thipparthy (M), Nalgonda District. EXTENT OF 03.670 Ha. CONCEPTUAL CROSS SECTIONS
SCALE: 1:1000 CONTOUR INTERVAL : 1m.
VC/011