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MINING PLANwith progressive mine closure plan
(Submit under Rule 3L(1) & 3H of G.M.M.C.R., (Amended 25/02/2015)
of
ORDINARY SAND QUARRY LICENSE
QUARRY LEASE NO.
MINERAL – ORDINARY SAND
AREA – 9.90 HECTARE
NEAR VILLAGE - VADA,
TALUKA- KANKREJ, DIST.- BANASKANTHA
(GUJRAT)
APPLICANT
Shri Amaratlal Veerchand NaiR/o- At & Post- Shihori, Taluka- Kankrej,
Dist.- Banaskantha (Guj.)
PREPARED BYNimish Singhwi (Mining Engineer & RQP)
Reg. No. RQP/UPD/247/2003-A, Renewed up to 24/07/201715, New Glass Factory Colony Sunderwas, Udaipur-313001
Tel. No. 0294 – 2492060, 94141-10360
2
INTRODUCTION
This Quarry lease Ordinary Sand of 9.90 Hect has been granted in favour of
Shri Amaratlal Veerchand Nai R/o- At & Post- Shihori, Taluka- Kankrej,
Dist.- Banaskantha (Gujrat) for 3 years.
Mining plan with progressive mine closure plan is submitting under Rule 3L (1)
& 3H of G.M.M.C.R., (Amended 25/02/2015).
The Quarry lease area (Q.L. No. ) measuring 9.90 Hect is situated in Govt.
Land of revenue located it Banas River bed, village- Vada, Taluka- Kankrej,
Dist.- Banaskantha (Gujrat).
3
Chapter 1: GENERAL
a.) Name of lease holder and Address:-
Shri Amaratlal Veerchand Nai
R/o- At & Post- Shihori, Taluka- Kankrej,
Dist.- Banaskantha (Guj.)
Email- Not Available
Phone no.- NA
Fax No. NA, Mobile No. NA
b.) Status of Applicant:- An Indian Individual
c.) Mineral(s) which is/are included in the prospecting license (for fresh
grant) – Not Applicable.
d.) Mineral(s) which is/are included in the letter of Intent/lease deed-
Ordinary Sand
e.) Mineral(s) which Applicant Intends to Mine:- Ordinary Sand
f.) Name and Address of the Recognized Person
Nimish Singhwi,
Mining Engineer & RQP
Reg. No. RQP/ UDP/247/2003-A;
Renewed up to 24.07.2017
15, New Glass Factory Colony,
Sunderwas, Udaipur (Raj.)
Mobile No.: 94141-10360,
Phone no.-0294-2492060, Fax No.- 0294-2492060
Email: - [email protected]
4
Chapter 2.0 LOCATION AND ACCESSIBILITY
a) Location of Lease:-
Pillars Latitude LongitudeA 23057’58.3” 71052’32.9”B 23057’49.3” 71052’43.2”C 23057’45.4” 71052’40.3”D 23057’48.0” 71052’26.3”
b) Details of QL area with location map:Table no.1: Details of the QL area
Forest Non- forestForest (specify) Area (ha) Area (ha)Nil Nil (i) Govt. land 9.90 (River bed)
(ii) Grazing land Nil(iii) Agriculture land Nil(iv) Others (specify) Nil
QL area : 9.90 HectDistrict & State : Banaskantha & GujratTaluka : KankrejVillage : VadaType of QL area : Non forest land
Whether the area falls under Coastal Regulation Zone (CRZ):-No
Existence of public road/railway line etc..:-
InfrastructureNearest Railway- Patan
Police station- Kankrej
Post Office- Kankrej
Medical Facilities- Vada
Education Facility primary school is available Vada Village and Senior Secondary at
Kankrej.
Mode of Transport of Mineral – Dumper/Truck/Tractor
(c) General location map showing area and access routes have been
attached:- Plate No. 2
5
Chapter 3: GEOLOGY AND RESERVES
The fieldwork comprising of topographical survey and geological mapping and
data collection was done in phases. The contouring for the QL area was
undertaken. The mineral & the other prominent features of the area were also
marked.
a) Detail description of the topography, drainage pattern, vegetation,
climate, and rainfall data:
Topography:- Topographically the QL area comprises Riverbed which are
moderately any one.
Vegetation:- The vegetation is sparse with bushy and small trees outside
Quarry area.
Climate:- The area experiences wide temperature variation of as high as 400 to
420 C in summer and 100 to 150 C in winter.
Rainfall data:- The average rainfall in this area is average, and it hardlyexceeds 500-550mm.
Table no.2: Adjoining Villages (with aerial distances in Km)Towards NW Vada About 4.5 KmTowards W Tana About 4.5 KmTowards SE Amblun About 2.5 KmTowards SE Thali About 2.9 KmTowards N Balochpur About 3.2 KmTowards NE Ruppura About 1.3 Km
b) Regional Geology: Named after the Banas River. The Banaskantha district
occupied the area of 12,702 Sq. Km. The district lie in the northwestern part of
Gujrat state. To the north of this district lies Rajasthan state. On the south it is
bounded by Mehsana District and west Kachchh district.
The Regional Geology of the Banaskantha District is given below:-
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Age Supergroup group Formation Rock Type
Holecene
Ran clay formation Tidal flood depositsVarahi and katpurformation
Flood plane andchannel-feel deposits
Akhaj and juntralformation
Sand sheet and dunedeposits
Rann formation Run clay mud deposits
LowerPleistocene
Porbandargroup
Milliollite formation Calcareous gritsandstone, siltstone ,grapestone,conglomerate, ooliticlimestone
Miocene
Gaj formation Shelly limestone,foraminiferal limestone,marl, Calcareoussandstone, vanegatedclay and conglomerate
CretaceousBhuj Formation Burrowed sandstone,
clay, ferruginoussandstone,
UpperJurassic to
lowerCretaceous
Katrol Formation Burrowed sandstone,ferruginous sandstone,mottled clay,Foraminiferal Sandstone
Upperproterozoic
Intrusive body
Malani, Igneous Suite Rhyolite porphyry
Jalor graniteErinpura Granite
Granite and Granitegneiss
Lower toMiddle
proterozoic
DelhiSupergroup
Sirohi GroupReodar formation Mica schist, phyllite,
calcitic marble
Giyapura formationBiotite schist andmigmatite
Intrusive body
Sendra-Ambaji- graniteand gneiss
Granite and Granitegneiss
Phulad Ophiolite Suite
Epidirorite,hornblendeschist,amphibolite, pyrogenegranulite and gabbro
Kumbhalgarhgroup
Todgarh/Basantgarhformation
Marble, Biotite schist,QuartziteCalc-gneiss, calc-schist,calc-biotite schist
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Local Geology
Recent formations are fluvial sand. This sand is developed in bank of BanasRiver.
Group System Rock Type
Quaternary Recent and sub Recent Soil, Alluvium, Fluvial Sand
The sand deposition of Kankrej Taluka is mainly due to the flood of Banas River.
c) Detail description of geology:-
Ordinary Sand is found in the Banas River bed. Having a thickness of sand is
3.0m. This bed is presently dry and water flows only during the rainy season.
River flow NE to SW direction.
d) Details of pit/ Trench already carried out:-
Nil
e) The Surface Plan of the QL area has been prepared on a scale of 1:2000
with contour interval of maximum of 10meter depending upon the
topography and size of the area duly marked by grid lines showings all
features indicated:- Attached plate No. 4
g) The base Map for Surface Geological plans & Geological section has been
prepared on the scale of 1:2000:- Attached as plate No. 4
h) Detailed Calculation of Reserves:-
(i) The project proponent shall strive to adopt zero waste mining concepts by
reducing the quantum of reject through technological innovation or finding its
use through perspective buyer.
(ii) The depth of proved category is taken 3m.
8
Proved Reserve –
Table: Proved ReservesMineralized
zoneArea (m2)
Depth(m)
MineralVol.(m3)
Bulk Den.MT/m3
MineralSand(MT)
99000 3 297000 2.68 795960Total 795960
9
Chapter 4: MINING
a) Briefly describe the existing as well as proposed method for excavation
with all design parameters indicating on plans /sections:-
Proposed Mining Method:- Extraction of sand will be done through loading
by JCB. Mineral will be removed in 1-3 m layer only forming in one slice
/strips. Mineral will be loaded in Trucks/Dumper/Tractor.
Bench will advanced parallel to the banks of the River. Height of slices /strips
will be 1-3m, Mining activities will be carried out in a manner so that there is
no obstruction to the movement of water flow and Roads in the QL area for
movement of the Trucks/Dumper/Tractor after minerals loading will be towards
both sides through approach roads connecting to tar roads. No mining will be
done in rainy season. No Ordinary sand mining shall be done within 500m
meter distance from any irrigation dams (check dams), French wells, erosion
structure and bridge on national Highway.
The slice /strips Parameters shall be for mineral 1. Height – 1-3m
2. Width - width shall be more than the
bench height or 3 times of widest m/c
used.
(b) Proposed year wise development for next three years
First Year - During the first year of Mining Plan the Lessee will excavate one
slice /strip of (R.L. 81-79) shall be advance in the northwest direction. About
139590 MT Ordinary Sand shall be excavated.
Table No.6 a: slice /strip wise Ordinary Sand excavation along sectionAt
Sectionslice /strip
at R.L.Length
X Width(m2)
Depth(m)
TotalExcavation
m3
Sp.Gr.MT/m3
TotalMineral Sand
(MT)
PP'QQ' 81-79 26043 2.00 52086 2.68 139590TOTAL 139590
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Second Year - During the second year of Mining Plan the Lessee will
excavate one slice /strip of (R.L. 81-79) shall be advance in the southeast
direction. About 139590 MT of Ordinary Sand shall be excavated.
Table No.6 b: slice /strip wise Ordinary Sand excavation along sectionAt
Sectionslice /strip
at R.L.Length
X Width(m2)
Depth(m)
TotalExcavation
m3
Sp.Gr.MT/m3
TotalMineral Sand
(MT)
PP'QQ' 81-79 26043 2.0 52086 2.68 139590TOTAL 139590
Third Year - During the third year of Mining Plan the Lessee will excavate
one slice /strip of (R.L. 81-79) shall be advance in the southeast direction.
About 139590 MT of Ordinary Sand shall be excavated.
Table No.6c: slice /strip wise Ordinary Sand excavation along sectionAt
Sectionslice /strip
at R.L.Length
X Width(m2)
Depth(m)
TotalExcavation
m3
Sp.Gr.MT/m3
TotalMineral Sand
(MT)
PP'QQ'RR' 81-79 26043 2.0 52086 2.68 139590TOTAL 139590
Table No.7: Year wise production of mineralsYear Total
tentativeexcavation
(MT)
Topsoil
(MT)
ROM (MT) Ore/ WasteRatioOre
(Ordinary Sand)(MT)
Subgrade(MT)
First year 139590 -- 139590 -- 1:0Second year 139590 -- 139590 -- 1:0Third year 139590 -- 139590 -- 1:0
Total 418770 -- 418770 --
c) Salient features of working:-
The mining method shall be open cast Semi-Mechanized mining.
The faces would be advanced in all directions. The slice /strip shall be taken 1-
3m height. Haul road & slice /strip ramp shall be made of 1 in 16 gradient & the
width of the road shall be more than 6m. The loading shall be done by JCB in
the Trucks/Dumper/Tractor. The mineral is soft in nature & directly dig gable
so no drilling & blasting is required.
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c) Utilization of mineral:- Sand will be used in construction, Buildings,
Bridges and other infrastructure.
d) Plantation Proposals
Native plants like Neem, Pipal, Mango and other local species will be planted
near the River. A suitable combination of trees that can grow fast and also have
good leaf cover shall be adopted to develop the greenbelt. It is proposed to 200
plants per year of native species along with some fruit bearing and medicinal
trees during the plan period outside of the lease area.
Programme for Plantation
Sr.No.
Year ofPlantation
Target ofPlantation
Assumedsurvival
Replenishmentof Casualties
Total
1 First year 200 160 -- 1602 Second year 200 160 40 2003 Third year 200 160 40 200
e) Extent of Mechanization- Initially Dumper/Trucks/Tractors will also
arrange on hire basis. Later the applicant will go for own mechanization.
The mining method shall be open cast Semi-mechanized mining.
(i) Loading Equipment
Type Nos Bucket Capacity inCu. m.
Make MotivePower
H.P.
JCB /Excavator 2 0.5 M3 Escort Diesel 76HP
(ii) Haulage and Transport Equipment
a. Haulage within the QL hold
Type Nos Make Motive Power
Dumper/Trucks/ Tractors 8 Ashok Leyland Diesel
Where the Dumpers are fitted with exhaust conditioner should be indicated
12
b. Transport from mine head to the destination
The mineral produced from the pit shall be first brought at a spot outside the pit by
JCB /Excavator, The excavated mineral directly loaded into the trucks & dumper by
excavator for it onwards transportation.
(iv) Miscellaneous Operations
a. Operations:- A Miscellaneous operations like maintenance of haul and access
roads, dust suppression by water spraying field etc. shall be done.
b. Machineries Deployed
Type NOS SizeCapacity
Make MotivePower
H.P.
Water tanker with sprinklerarrangement with tractor
1 5000liter Local Diesel engine
13
Chapter 5: DRAINAGE PATTERN
a) Minimum and maximum depth of water table based on observations
from nearby wells and water bodies:-
The Ground water table is 7m (in rainy season) to 10m (in Dry Season).
b) Indicate maximum and minimum depth of Workings:-
The working level in next three year is likely to reach 3m, so it is not likely to
touch the Ground water table in dry season.
c) Quantity and quality of water likely to be encountered, the pumping
arrangements and places where the mine water is finally proposed to be
discharged:-
There is scarce chance of this water entering into the Pits. If rainwater do get
collected in pits and remain there for a considerable period of time, it takes
about two to three months to percolate down the ground. Normally work at
bottom of the pit remains suspended in the months following the rains.
d) Described regional and local drainage pattern also indicate annual rain
fall, catchments area, and likely quantity of rain water to flow through the
QL area:-
General topography of the QL area is comprises river bed which is moderately
any one. Area is having 500-550mm rainfall all in a year. During rainy season,
catchment water flows in the river. During dry period the Sand is excavated
which gets replenished to some extent during the rainy period. No mining
activates will be carried out during rainy season.
14
Chapter 6. STACKING OF MINERAL REJECTS/SUB GRADE
MATERIAL AND DISPOSAL OF WASTE
During the mining of Some Cobbles shall also in QL area with Ordinary sand.
The Cobble shall again put in the River bed. So No dump external Dump is
proposed.
The project proponent shall strive to adopt zero waste mining concepts by
reducing the quantum of reject through technological innovation or finding its
use through perspective buyer.
15
Chapter 7: USE OF MINERAL
Ordinary Sand is used in construction of Buildings, Bridges and other
infrastructure.
16
Chapter 8: OTHER
Describe briefly the following
a) SITE SERVICES
Water SupplyWater supplied used for mining work, spraying, watering the plants and drinkingpurposes.
First AidPrimary First aid facility is proposed at the mine office.
Mine officeTemporary mine office is proposed outside the Quarry lease area.
Rest ShelterTemporary rest shelter is proposed outside the Quarry lease area.
Latrines and UrinalsMoveable urinal and latrine are proposed outside the Quarry lease area.
b) EMPLOYMENT POTENTIAL
The mine owner shall employ Mine official (Mines Manager, Forman) in accordance with
the provision of the MMR 1961 & Mining engineer under MCDR 88. The workers to be
employed shall be semi-skilled and unskilled. Most of them will come from the nearby
villages. With the increase in the production additional man power shall be required.
Considering the Semi-Mechanized mining the organizational set up proposed is given
below:
Mines Manager - 1
Mines Mate/Mines Foreman - 1
Watchmen - 1
Skilled Labours - 3
Unskilled Labours - 7
The labour manpower will be engaged on contractual basis as and when required.
17
CHAPTER 9.0 ENVIRONMENT BASE LINE INFORMATION
The QL area is characterized by the typical topography having moderately any
one. The land use pattern is given in the following table:-
Table: Existing Land use pattern within the QL AreaSr. No. *All the areas are given in Hectares Govt. Land Total
1 Pits & Quarries ---- ----2 Top soil Dump ---- ----3 Dumps ---- ----4 Stack Yard ---- ----5 Sub Grade stack Yard ---- ----6 Infrastructure ( Work shop, administrative Building) ---- ----7 Roads ---- ----8 Railway ---- ----9 Green Belt ---- ----
10 Tailing Pond ---- ----11 Effluent Treatment Plant ---- ----12 Mineral Separation Plant ---- ----13 Township ---- ----14 Non Utilized 9.90 9.90
Total 9.90 9.90
9.1.1 Water regime and presence of water reservoir- The average rainfall is
500-550mm. The Ground water table is 7m (in rainy season) to 10m (in Dry
Season). The nearest sources of drinking water are wells from where the potable
water is fetched and stored.
9.1.2 Quality of Air, ambient noise level and water:-
The source to pollute air shall be the generation of dust and machinery
undertaking the semi-Mechanized mining operation. But the level of dust
concentration shall be practically of very low order.
9.1.3 Flora & Fauna: -
No Flora & Fauna exist in the Quarry lease area.
18
9.1.4 Climatic condition
The area experiences wide temperature variation of as high as 400 to 420 C in
summer and 100 to 150 C in winter. The avg. Rainfall is 500-550mm Most of the
rain falls during the period of July to September.
9.1.5 Human settlement
The population in and around this area is very thin. The nearest human
settlement area is the various village having population is shown in plate no. 1,
is enclosed.
The adjoining villages are:
Sr. No. Village Population Distance from QL Area1. Vada 450 About 4.5 Km2 Tana 400 About 4.5 Km3 Amblun 550 About 2.5 Km4 Thali 700 About 2.9 Km5 Balochpur 450 About 3.2 Km6 Ruppura 250 About 1.3 Km
9.1.6 Public Building, Places of Worship and Monument:-
No Public Building, National Monument, place of Worship, Sanctuary,
National Park, exists 500m radius in and around the Quarry lease area.
9.1.7 Indicate any sanctuary is located in the vicinity of QL hold:-
No National Park/sanctuary falls within 10Km. of the Quarry lease area.
9.2 Impact Assessment:-
Impact of mining activities on the environment will be both biotic and abiotic:
9.2.1 Land area:-
As a result of mining activities there shall be less effect on present landscape.
19
9.2.2 Air Quality: - The source to pollute air is the generation of dust and
machinery undertaking the semi-mechanized mining operation. But the level of
dust concentration is practically of very low order.
Approach road shall be sprinkled with water at regular intervals for controlling
fugitive emission during vehicular movement.
Speed of vehicles shall be restricted below 20Km/hour on Kaccha Roads in
order to control fugitive emissions.
Vehicles shall not be overloaded and sand transportation shall be done only
through covered trucks so that no spillage of sand takes place.
Vehicles used in mining and transportation shall be maintained well so as keep
Vehicular emissions in control.
Ambient air quality shall be monitored at site and the nearest human habitation
and it shall conform to the norms prescribed by MoEF, Govt. of India.
9.2.3 Water Quality:- The mineral produce are not likely to pollute the water
quality by any way.
The Depth of excavation/Mining shall be restricted to 3m or water level at site,
whichever is less.
The project proponent shall obtain necessary of the competent authorities for
withdrawal of requisite quantity of water required for the project.
Necessary arrangement shall be made at stockpiles to prevent silt and sediments
flowing into water body.
Domestic waste water if any generated at site should be disposed off through
septic tank-soak pit.
Water shall be required in mining to cater for drinking purposes, dust
suppressing at faces and on haul roads, and plantation. Total water requirement
in the mine will be about 2.0-3.0KLD for drinking, spraying and plantation.
20
9.2.4 Noise Level:- Generation of noise is practically under limit.
Noise level in and around the Quarry License area shall be kept well within the
standard by providing noise control measure including Engineering control like
acoustic insulation, hoods, silencers, enclosures etc. on all sources of noise
generation Ambient noise level shall conform to the standards prescribed under
the Environment (Protection) Act & Rules, 1986.
9.2.5 Water Regime:- The average rainfall in the area is low it’s hardly exceeds
500-550mm. The Ground water table is 7m (in rainy season) to 10m (in Dry
Season). In river it is 5m-7m. The nearest sources of drinking water are wells
from where the potable water is fetched and stored.
9.2.6 Surface subsidence :-
Mining method is proposed is open cast semi-mechanized mining.
9.2.7 Socio-Economics:- by having an economic activity near the villages, the
socio and demographical profile of the local habitants will get positive impact,
by direct and indirect jobs.
9.2.8 Historical Monuments: No historical monument 500 m radiuses or
building is present in the Quarry lease area.
21
CHAPTER 10.0 PROGRESSIVE MINE CLOSURE PLAN
The Proposals of the Progressive Mine Closure are based on the Geology and
Topography of the region, are given below:
Mined Out Land
Table: Mined Out Land (Hectare)Particular Present At the end of Mining
PlanAt the end of Life ofMine
Broken Up Area Nil 7.8131 NilBack Filled Area Nil Nil NilWater Reservoir Nil Nil NilReclaimed Area Nil Nil Nil
*All the area are in Hectare
Land Use Pattern-
The present land use pattern is as indicated in the following Table:-Table: Present land use pattern
Sr. No. *All the areas are given in Hectares Govt. Land Total
1 Pits & Quarries ---- ----2 Top soil Dump ---- ----3 Dumps ---- ----4 Stack Yard ---- ----5 Sub Grade stack Yard ---- ----6 Infrastructure ( Work shop, administrative Building) ---- ----7 Roads ---- ----8 Railway ---- ----9 Green Belt ---- ----
10 Tailing Pond ---- ----11 Effluent Treatment Plant ---- ----12 Mineral Separation Plant ---- ----13 Township ---- ----14 Non Utilized 9.90 9.90
Total 9.90 9.90
Land reclamation & Tree plantations:- There shall be No reclamation
proposed. The plantation shall be plant on the banks of the river.
22
Proposed Land pattern during next three years
Table: Proposed Land use pattern during next three yearsSr. No. *All the areas are given
in HectaresGovt. Land Total
1 Pits & Quarries 7.8131 7.81312 Top soil Dump ---- ----3 Dumps ---- ----4 Mineral Stack Yard ---- ----5 Sub Grade stack Yard ---- ----6 Infrastructure (Work shop, administrative
Building) ---- ----
7 Roads ---- ----8 Railway ---- ----9 Green Belt ---- ----
10 Tailing Pond ---- ----11 Effluent Treatment Plant ---- ----12 Mineral Separation Plant ---- ----13 Township ---- ----14 Non Utilized 2.0869 2.0869
Total 9.90 9.90
Disaster Management and Risk Assessment
The proposed workings are by opencast Semi-Mechanized mining method. There are
not expected high risks accidents like land slide, subsidence, fire, seismic activities
etc. if any in case of accident a well-equipped First Aid station shall be available at
mine site for giving first aid to injured persons.
Care and Maintenance during Temporary Discontinuance
In case of temporary discontinuance of work, the mine workings will be in the watch
of the Security Guard employed for the purpose. Before entering the labour into mine
workings or faces during the resumption of work, the workings and faces are proposed
to be inspected by Authorized person.
23
CHAPTER 11.0 FINANCIAL ASSURANCE
Financial Assurance/Surety may be submitted to Asst. Geologist, Banaskantha, before
execution of Quarry lease agreement, as per Rule 3K of G.M.M.C.R., (Amended
25/02/2015).
Date :-Place:- Udaipur
Nimish SinghwiRQP. NO. RQP/UDP/247/2003-A
Renewed up to 24.07.2017
24
Shri Amaratlal Veerchand Nai
R/o- At & Post- Shihori, Taluka- Kankrej, Dist.- Banaskantha (Guj.)
CONSENT LATTER/UNDERTAKINGS/CERTIFICATE FROM THEAPPLICANT
1. Mining Plan in respect of Vada Ordinary Sand Mine (Q.L. No. ) located at
Banas Riverbed over an area of 9.90Hect. Under Rule 3L (1) & 3H of
G.M.M.C.R., (Amended 25/02/2015) has been prepared by RQP Shri Nimish
Singhwi, RQP No. RQP/UDP/247/2003-A.
I request the “The Assistant Geologist, Banaskantha (Gujrat).” to make
further correspondence regarding any regarding of Mining plan/scheme of
Mining with the said recognized person at his following address:
Nimish Singhwi,
Mining Engineer & RQP
Registration No.: RQP/UDP/247/2003-A;
Renewed up to 24.07.2017
15, New Glass Factory Colony,
Sunderwas Udaipur (Raj).
Mobile No.: 94141-10360
Email- [email protected]
We hereby undertake that all modification/updating as made in the said
Mining plan with progressive mine closure plan by the said recognized person
be deemed to have been made with our knowledge and consent and shall be
acceptable on us and binding in all respects.
2. It is certified that the Progressive Mine Closure Plan of Ordinary Sand mine
located at Banas Riverbed of Shri Amaratlal Veerchand Nai over an area of
9.90 Hect complies, with all statutory Rules, Regulations, Orders made by the
Central Government or State Government, Statutory organizations, Court etc.
25
which have been taken into consideration and Wherever any specific
permission is required, the Applicant will approach the concerned authorities.
The information furnished in the Progressive Mine Closure plan is true and
correct to the best of our knowledge and records.
3. The provisions of mines Act, Rules and Regulations made there under have
been observed in the Mining plan over an area of 9.90Hect belonging to
Ordinary Sand Mine and where specific permissions are required the applicant
will approach the D.G.M.S. Further standards prescribed by D.G.M.S. in
respect of miners’ health will be strictly implemented”
Date :-Place:-
Amaratlal Veerchand NaiR/o- At & Post- Shihori, Taluka-
Kankrej, Dist.- Banaskantha (Guj.)
26
NIMISH SINGHWI Mobile: 094141-10360 (M)Mining Engineer & RQP 099298-43552 (M)
Mining & Environmental Consultant____________________________________________________________________________________________________________
Address: 15, New Glass factory colony, near AIM computer,Udaipur (Raj.)- 313001
CERTIFICATE FROM RQP
The provisions of Rule 3L (1) & 3H of G.M.M.C.R., (Amended 25/02/2015)
have been observed in the preparation of the Mining Plan with progressive mine
closure plan for Ordinary Sand mine (Q.L. No. ) located at Banas River bed over an
area of 9.90 hect of Shri Amaratlal Veerchand Nai R/o- At & Post- Shihori,
Taluka- Kankrej, Dist.- Banaskantha (Guj.) State and whenever specific permissions
are required, the applicant will approach the concerned authorities of Assistant
Geologist, Banaskantha (Guj.).
The information furnished in the Mining plan with progressive mine closure
plan is true and correct to the best of our knowledge.
Place:Date: Udaipur
Nimish Singhwi,Mining Engineer & RQP
RQP No. RQP/UDP/247/2003-A
27
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