Post on 18-Aug-2020
Prepared by Amit Kumar Mishra Reg. RQP/DGMMP/66/2013
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MINING PLAN FOR GHUTIYA CRUSHER STONE
QUARRY LEASE
VILLAGE : GHUTIYA
TEHSIL : JABALPUR
DISTRICT : JABALPUR
MINERAL : CRUSHER STONE (BASALT)
KHASRA NO : 21/2 (PRIVATE LAND)
AREA : 3.50 HECTARE
AVERAGE PRPOSED PRODUCTION : 81,002 M3/Year
STATE : MADHYA PRADESH
LEASE PERIOD : (10 YEAR)
PRPOSED PERIOD : AS PER AGREEMENT
SUBMITTED UNDER RULES 42 OF MP MMR, 1996
FOR GRANT OF QUARRY LEASE
LESSEE
M/S. S. S. CONSTRUCTION
PARTNER SHRI VINAY SAXSENA
S/O SHRI J. S. SAXSENA
RESI – 01, NAMAK KOTHI NORTH CIVIL LINE
DISTT – JABALPUR [M.P.]
PREPARED BY:
Address:-
“Arya Geo-Tech Services” Amit Mishra (Geologist)
Regd. No. RQP/DGMMP/66/2013,Valid upto 29/07/2018 Kabara Colony, Nagpur Road ,Distt.-Chhindwara (M.P.),Pin -480001
(2017)
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CONTENTS
CHAPTER NO. PARTICULAR PAGE NO 1 INTRODUCTION 4
2 DETAIL OF AREA 5
3 TOPOGARPY 6-7 4 REGIONAL GEOLOGY & LOCAL GELOGY 8-9
5 RESERVE 10-11
6 MINING METHOD 12-17
7 MINES SAFTY & REGULATION 18
8 CONCEPTUAL PLAN 19-20
9 STACKING MINERAL REJECT AND DISPOSAL OF
WASTE
21
10 MINERAL PROCESSING 22
11 ENVIROMENT MANGEMENT PLAN 23
12 PROGRESSIVE MINE CLOSURE PLAN 24-27
13 CERTIFICATE 28 14 RQP REGISTRATION NO COPY 29
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LIST OF PLATES
PARTICULAR PAGE NO KEY PLAN Plate No. 1
LOACTION PLAN Plate No. 2
KHASRA MAP Plate No. 3
SURFACE MAP Plate No. 4
SURFACE GEOLOGICAL PLAN & SECTION Plate No. 5
FIVE YEAR DEVELOPMENT & PRODUCTION PLAN Plate No. 6
CONCEPTUAL PLAN & SECTION Plate No. 7
PROGRESSIVE MINE CLOSER PLAN Plate No. 8
ENVIRONMENT PLAN Plate No. 9
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CHAPTER – 1
1- INTRODUCTION:
This Mining plan is submitted to fulfil requirement of rule of MPMMR (42)
1996 for proposed/Existing quarry lease. State Govt. Issued directions for
preparation of mining plan of quarry lease vide M.P. Gazette notification dated
23/03/2013. The quarry lease has been renewed for period of 10 year through
The Collector, Jabalpur (Mining Branch) wide consent order No.
739/KANIJ/QL/2016-17 Jabalpur Dated 31/03/2017 over an area of 3.50 hect. In
Village-Ghutiya, Tehsil-Jabalpur, Distt-Jabalpur.
A. General:-
S.NO. Particular 1 Name of Applicant M/s. S. S. Construction
Partner Shri Vinay Saxsena
2 Address Resi – 01, Namak Kothi, North Civil Line, Jabalpur
3 District Jabalpur 4 Tehsil Jabalpur 5 Vilage Ghutiya 6 Khasra No 21/2 7 Area 3.50 Hect.
2. nearest Location of Lease Area -
1 Nearest River Narmda River 2 Nearest Railway Station Jabalpur 3 Nearest Bus Stand Jabalpur 4 Nearest Airport The nearest major airport is Dumna Airport.
5 Nearest National Highway NH -7 & SH-22 6 District Jabalpur
7 Tehsil Jabalpur
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CHAPTER – 2
1- DETAILS OF THE AREA-:
The proposed quarry lease area is located at a distance of 25 kms. In
South from the district headquarter Jabalpur. The Ghutiya Stone Quarry for
which quarry plan is being prepared located in the jurisdiction of Village –
Ghutiya, Tehsil & District – Jabalpur of M.P. The quarry lease area is located on
Survey of India Toposheet No 55M/16 and bounded between the latitude &
longitude /location of boundary pillars.
Details of Khasra no. and area are as follows
DISTRICT TEHSIL VILLAGE KHASRA NO.
AREA IN HECT.
OWNERSHIP/OCCUPATION
Jabalpur (M.P.)
Jabalpur Ghutiya 21/2 3.50 Private land sanctioned for
QL of Basalt Total area 3.50
Whether area is recorded in forest: No.
Existence of public road : No public road is passing through the lease area.
Toposheet No. : 55M/16
Co-ordinates of boundary pillars:
Shown on the Surface and on the Surface Geological Plan,as Follows: Pillar No. A : N-23° 4’ 58.46” , E-79° 53’ 44.62” Pillar No. B : N-23° 4’ 59.76” , E-79° 53’ 52.06” Pillar No. C : N-23° 5’ 01.32” , E-79° 53’ 51.31” Pillar No. D : N-23° 5’ 01.81” , E-79° 53’ 50.16” Pillar No. E : N-23° 5’ 02.52” , E-79° 53’ 49.96” Pillar No. F : N-23° 5’ 03.32” , E-79° 53’ 50.40” Pillar No. G : N-23° 5’ 07.67” , E-79° 53’ 49.26” Pillar No. H : N-23° 5’ 07.08” , E-79° 53’ 46.26” Pillar No. I : N-23° 5’ 02.14” , E-79° 53’ 46.30” Pillar No. J : N-23° 5’ 01.95” , E-79° 53’ 44.30”
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CHAPTER – 3
TOPOGRAPHY-:
Topographically the sanction area is undulating area. Highest elevation 461 m in
northern part while level is 459 in southern part of QL area, thus total average
elevation different 2 m.
Climate
The climate of the area is generally dry except during the south-west monsoon season. The monsoon sets in generally during June and continues till the end of September. The annual rainfall of the area is between 1000 and 1100 mm. The mean daily maximum temperature goes about 40°C and mean minimum at about 26°C during summer. During winter the mean daily maximum
temperature goes at about 250C and the mean daily minimum at about 10°C.
Except during the south-west monsoon season, when the relative humidity is above 70 percent, the air is generally dry over the year.
Flora & Fauna - Regionally the area fall under subtropical climate zone and sustaining
dry tropical land. No trees are seen in the applied quarry lease area. Apart from this
many varieties of grass creeper and climate are found. The applied area is gentle
rolling topography of waste land and no flora presently available. No wild life is
reported in the area.
INFRASTRUCTURE
During the scheme period mine office, separate toilet for men and women and
shelter room will be constructed and first aid facilities will be enhanced
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WATER
Hand Pump Facility is available in lease area and also at village Ghutiya. There are
no surface water bodies; drinking water is made available from dug well near the
applied area. Ground water level is below the conceptual pit depth proposed as per
the present knowledge of deposit. After the completion of mining operations in this
area the surface water is likely to be contaminated due to wash off from the dust
prone area the same be controlled by adequate plantation before the conceptual
period is over.
ELECTRICITY
Electric line is present lease area and also in village Ghutiya at 1.5 Km. Distance.
MANPOWER
Man power is easily available from the surrounding villages.
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CHAPTER – 4
REGIONAL GEOLOGY:-
Regionally the sectioned area occupied by Mahakaushal and lower Vindhyan mainly
composed of meta basis, intrusive amphibolites followed by rocks of Mahakaushal
Group of rock which mainly consist of Phyllites dolomitic marbles and quartzite
then followed by Jungle Group mainly consist of conglomerated Shales and siltstone
then followed by vidhyan Group Structurally both primary and secondary structure
have been developed. The rocks have been subjected to polyphase deformation and
two sets of joints have developed.
The regional succession as follows:
Alluvium Quaternary Deccan Traps Cretaceous ------------------------Disconformities--------------------------------------- Lameta Green Sand MNB.Sandstone ---------------------------------Unconformity-------------------------------- Sandstone, Shale, Godwana Super Group Carboniferous to Jurassic ----------------------------------Thrust--------------------------------------- Acid and Basic intrusive M Basic flows A Calcphyllites marbles H Dolomite/slate A Carbonate with chert bands K Middle to Phyllite A Quartzite U Lower Conglomerate S BHQ/BIF H Proterozoic Granite Gneiss A L REFERENCE [A] Special GSI Vol 28,83 [B] Fundamentals of Historical Geology and Stratigraphy of India, by Ravindra Kumar
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LOCAL GEOLOGY OF APPLIED AREA -:
The area is occupied by Deccan trap Basalt. It is dark brown to black, hard
and weathered in the upper part. It can be used to make gitti by crusher and thus
may be granted for Q.L.
Murum 0.25o 0.50 m average.
Metal stone: 0.50 to 30m
Colour – Brown: Greenish black
Texture – Fine Grained
Hardness: 5-6
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CHAPTER – 5
RESERVES
Method of Estimation of Reserves: -
It has been already mentioned that the proposed lease area is an undulated
gentle sloping flat ground. The basalt stone covered complete part of the quarry
lease area and almost homogenous in nature. The following points are
considered for the estimation of Geological Reserves:
(a) The proposed quarry lease area is small lease area is gentle sloping flat
ground and it has not been divided into blocks because basalt deposit is almost
homogenous.
(b) The quarry limits considered 7.5 meters within the lease boundary.
(c) The Specific Gravity of basalt considered 2.65.
(d) Recovery of basalt stone considered 95% during quarry.
(e) The reserve of basalt stone are estimated as follows.
Geological Reserve Calculation:-
Resource= (Surface Mineralized Area) x (Average Thickness of mineral) x (Recovery)
Mineralized Area (M2)
Average Thickness ( M)
Recovery Resource (M3)
35000
30 95% 35000 x 30 x 95%
Total Mineral Resource 997500 M3
Old Pit 0.52X2M 10400 M3
Left Minerals 987100 M3
Minerals Reserve = (Total Mineral Resource) – (Remaining Reserve)
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Remaining Reserve:
Deduction Perimeter Thickness
(M) Depth
(M) Recovery Remaining
Reserve
Due to 7.5 barriers as per Rules.
837 7.5 12 95% (837 x 7.5 x 12 x 95% ) =71563
Due to slop stability
837 6 6 95% 837x (6 x 6) x 95% = 28625
Remaining Reserve 100191 M3
Total Minable Reserve = (Total Mineral Resource –Total Remaining Reserve)
= 1015600- 100191
= (915409) M3
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CHAPTER 6
1- PRPOSED MINING METHOD
Proposed mining activity will be carried out by the open cast semi mechanized
method of mining using tools such as hand tool such as spades, chisel, hammer,
poc-lain and JCB machine. Basalt formation will be loosened by regular drilling
and this will be transport from pit bottoms to surface by manually or
mechanically by using poc-lain machine and from the loading point of view,
Basalt Stone is transport by truck/dumper to the use.
The proposed five year working will be emphasized with systematic pits
developed in area with development and production pit. Site services will be
provided in 7.5 m barrier zone of lease area.
During the ensuing years the stone quarrying will be according to the proposed
method of manual/mechanized means, for mechanized way the following
machines are proposed to use as on hire basis:
Details of machinery: The following machineries will be continued to deploy for
further proposal for the Building materials stone quarrying, are as follows:
Excavator Machine (poclain & JCB):100: One each
Dumpers/Trolleys: - 2-3
Chisel, hammer tasla, roads: Sufficient quantity
YEARWISE PROPOSED METHOD MINING
It will be commenced after the agreement and bhu pravesh with EC term and
condition and the mining method will be same as proposed with one production
bench of 3.0m height while thin layer of OB will be scrapped ahead of working in
Basalt formation and this thin layer of OB considered under waste and this waste
is saleable or it will be used for making and maintenance of approach road.
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2- BLASTING
a) Broad Blasting parameters:
Spacing 2 m
Burden 3 m
Depth of hole 5 m
Diameter of hole 50 mm
Power factor 8 t/kg of explosive
Charge per hole 450gm
Control blasting of maximum number to holes of total charge of 4.5 kg.
Occasional blasting is proposed for heaving purpose only.
b) Type of Explosive is used/to be used:
Gunpowder with safety fuse.
c) Power factor:
The powder factor anticipated is 8 tonnes of Crusher Stone for 1kg of
Explosive used.
d) Whether secondary blasting is needed:
Secondary blasting will not be needed due to the better fragmentation
results in the above mentioned blasting pattern.
e) Storage of explosive in the mine:
f) There will be no storage of explosive at the mine site. The predetermined
quantity will be purchased from Jabalpur and used.
g) Parameters adopted during blasting/drilling are as follows:
All the necessary precautions such as hoisting of red flag at a safe distance
alarming the people by whistling and shouting and removing them to safe
distance would be taken before blasting.
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3- MINE DRAINAGE -:
(a) LIKELY DEPTH OF WATER TABLE BASED ON OBSERVATION FROM NEAR
BY WELL AND WATER BODIES.
The groundwater resource is available in the form of hand pump/dug well near
the applied area and as per given information presently ground water 50-60m
BGL and the proposal are given quite above to GWT but in rainy season
accumulate water has to dewatered. Further the applied area is in vicinity of
naturally water logged area and one pond is eastern direction. The average
water retention during the rainy season in 2-3m and these water logged area has
protected by bund.
(b) WORKING EXPECTED TO BE REACHING ABOVE/BELOW WATER TABLE BY
WHICH YEAR:
Ensuring five year to conceptual period proposal is given up to 30MRL which is
20m above the ground water table. Further the proposals are given only 2m
depth hence there will be no impact to adjacent and nearby water logged areas.
(c) QUANTITY AND QUALITY OF WATER LIKELY TO BE ENCOUNTRED,
PUMPING ARRANGEMENTS AND PLACE WHERE MINE WATER IS FINALLY
PROPOSED TO BE DISCHARGED.
During the rainy season rain water and seepage water will accumulate in the
working work and this accumulated water will be discharged with the help of 5
H.P. pump having capacity to lift 22,000 lit/hour with maximum head of 12-
15m. The pumped water will be drained to the drained to the agriculture land
on in Nallah as per the situation.
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FIRST 5 YEAR PRODUCTION PLAN FOR –
FIRST YEAR
Bench Area m3 Bench HT-M
Volume M3
95% Recovery Crusher Stone M3
Working RL
Location
B2
14211 6 85266 81002 459-453 As Shown
On Section
85266 81002 SECOND YEAR
Bench Area m3 Bench HT-M
Volume M3
95% Recovery Crusher Stone M3
Working RL
Location
B2
14211 6 85266 81002 460-454 As Shown
On Section
85266 81002
THIRD YEAR
Bench Area m3 Bench HT-M
Volume M3
95% Recovery Crusher Stone M3
Working RL
Location
B3
14211 6 85266 81002 453-447 As Shown
On Section
85266 81002
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FORTH YEAR
Bench Area m3 Bench HT-M
Volume M3
95% Recovery Crusher Stone M3
Working RL
Location
B3
9167 6 55008 52257 453-447 As Shown
On Section
B4
5043 6 30258 28745 447-441 As Shown On Section
85266 81002
FIFTH YEAR
Bench Area m3 Bench Volume
95% Recovery
Crusher Stone M3
Working RL
Location
HT-M M3
B4
14211 6 85266 81002 447-441 As Shown
On Section
85266 81002
QUANTAM OF PRODUCTION DURING 5 YEARS
Year Production M3
FIRST YEAR 81002 SECOND YEAR 81002 THIRD YEAR 81002 FORTH YEAR 81002 FIFTH YEAR 81002 Total 81002 M3
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Rate of Production when mine is fully developed:
It has been already indicating that the total production will be mainly depends
on the requirement of the development of deposit is being designed in such fashion
that it will be produced:
Anticipated mine life:-
Mine Life = Reserve/yearly Production = 915409/81000 M3 = 11.30 Years
SECOND FIVE YEAR DEVOLPMENT AND PRODUCTION SCHEME:
Year Year Year Year year I II III IV V Production 81000
M3 81000
M3 81000
M3 81000
M3 81000
M3
Next five year mining scheme Proposed production will be depend on
mining operation as per mining plan. Proposed rate of production when the
mines is fully developed year wise production during the Scand five year will be
as per above table.
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CHAPTER 7
SAFETY & SECURITY:
The applicant will follow all the rule regulation as per the provision of
Director of Quarry Safety for safety and security in the mines. To prevent access
to surface opening or excavated area from cattle’s and local people, the applicant
will made protective barbed wire fencing all around the lease boundary of the
quarry lease area of 2 meters height from the 1st year of quarry operation. The
applicants already appoint 1 watchman for twenty four hours watch, in the lease
area for security purpose.
For mining activity separate watch man will be appointed for security of
mine first aid facility will be provided at mine site. Fencing will be provided
around the working pit, which will restrict the fall of animal in to working pit.
Entrance of general public will be restricted and call be permitted if necessary
will prior permission of manager/supervisor/lessee.
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CHAPTER - 8
CONCEPTUAL PLAN
CONCEPTUAL MINING PLAN FOR THE ENTIRE LEASE PERIOD BASED ON THE
GEOLOGICAL, MINING & ENVIROMENTAL CONSIDERATIONS
(i) This is an existing case, presently 0.52X2M old Pit in the applied area and as
per information the basalt is continued for more than 18 MT depth thus
consideration the mining is considered 18 m.
EXPLORATION
0.52X2M old Pit .
(ii) CONCEPTUAL DEVELOPMENT
Proposed mining will be by open cast manual means confined within the ultimate
pit limit (7.5m) and mine life 11 years Mine life may vary with production. Workings
are conceptualization on the basis of present knowledge of deposit which may
change after further proving of deposit.
A) Following pits are available in the area at present:
0.17X2M old Pit .
B) Following Pits will be available at the end of first five year of mining plan
period stage:
Pit No. Average Area – M2 Average Depth –M No Of Bench
Location
QUARRY – A 28675 18 4 As per shown on plan
C) Following pits will be available at the end of conceptual period.
Pit No. Average Area – M2 Average Depth –M No Of Bench
Location
QUARRY – A 28675 18 2 As per shown on plan
(iii)CONCEPTUAL TOP SOIL DUMP MANGEMENT:
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(iv)CONCEPTUAL RECLAMATION AND REHABILATON:
In the conceptual period about 2.86 ha area will be developed up to 441 mrl
presently there is no mined out land
a) Present reclamation and rehabilitation is not required.
b) No area will “mined out” at the end of five year.
c) No area will come under reclamation and rehabilitation by the end of proposal
period, QL area is not added with any new area than at the end of conceptual
period about ha will be rehabilitated by bench afforestation and water reservoir.
Total mined area at the end of conceptual period 2.86ha.
The pit will be wire fenced with gate and proper haulage road will be provided up
to water logged limit.
* Afforestation details
FIVE YEAR PLANTATION CONCEPTUAL AFFORESTATION 100 PLANTS PER YEAR IN NW BARRIER ZONE
500 TREES
g) OPEN WORKING -:
The propose mining of Building materials stone will be semi mechanized by
using jaws of the machines and at required place the occasional use of blasting be
done and the lifting of the material will be manual & mechanized means will be
loaded to the dumper and tractor trolleys to the Crusher Stone or end users.
Proposed mining will be carried out by open cast semi mechanized quarrying
method. Separate bench will be made in OB and production bench in Crusher Stone.
Proposed production will be 95%, will be crushed to different sizes in the proposed
Crusher Stone. Upper capping of weathered formation will be removed by using
excavator with tipper combination will be used for backfilling the barrier zone
excavation. During the development and production phase the proper shape of pit
will be developed and it will reach to the MRL 441 m .
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CHAPTER 9
STACKING OF MINERAL REJECT AND DISPOSAL OF WASTE
The waste material comprises of soil, overburden and physical
rejects during the sizing of Crusher Stone. The estimated quantity of soil , waste
and rejects are as follows :
(In Cubic meter)
YEAR Mineral
(in Cub m.)
WASTE/REJECT
(in Cub m.)
TOTAL
(in Cub m.)
I 81002 4264 85266
II 81002 4264 85266
III 81002 4264 85266
IV 81002 4264 85266
V 81002 4264 85266
TOTAL 405010 21320 426330
LAND CHOOSEN FOR DISPOSAL OF WASTE WITH PROPER JUSTIFICATION: TOP
SOIL (WEATHERED WEATHERND FORMATION): -
Not applicable, top soil use as backfilling / use for plantation are proposed.
PHYSICAL AND CHEMICAL SPECIFICATIONS STIPULATED BY BUYERS:
Chemical specifications are not basis for marketing, only compactness;
angularity impact value is the main criteria from the buyers.
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CHAPTER – 10
MINERAL PROCESSING
Mineral processing of ROM ore that is manual and mechanical dressing, sizing
& sorting etc. will be done at mine site or at Crusher Stone.
USE OF MINERAL: -
Crusher Stone is mainly used in the construction of building etc.
BENEFICIATION: Not required
OTHER:
A. SITE SERVICES:
Quarry lease holder is having facility of site services in the form of mine office,
store room, rest shelter, lavatory and mess. These facilities will be utilized for
the applied area till further additional requirement arises. Existing site
services will be maintained properly and will be increased as required. Site
services have been created outside the quarry lease area.
B. MANPOWER:
Manpower easily available from the nearby villages. The details of existing
and proposed manpower mentioned in the mining plan are given below.
DETAILS OF EXISTING MANPOWER:
Management and supervisory personal:
1 Supervisory Staff 1
2 Part time mining engineer 1 No. (Skilled)
3 Timing Keeper 2 No. (unskilled) 4 Skilled 5 No.
5 Unskilled Labour 25 No. 6 Security Personnel 2 for non working shifts. 7 Working Days 300 8 Avg. Annual production 81002 M3 9 Per day production 270 M3
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CHAPTER 11
(i) QUALITY OF AIR, AMBIENT NOISE LEVEL AND WATER QUALITY:
(a) AMBIENT AIR QUALITY: The dust generated during of holes and by
mining activity, may pollute the air to some extent which will take care
by sprinkling of water as and proposed plantation will reduce the air
pollution to some extent.
(b) AMBIENT NOSE LEVEL: Drilling and movement of truck /dumper etc.
will create the transitional noise level in core/buffer zone. However
noise generated by these will be occurring at low level, hence the
ambient noise level is below the threshold value and ambient noise
level is good for habitants.
WATER: Water availability at the site; One bore well of 150m depth is observed
at near the village. Water available in the area villager’s area potable and no
adverse effect on water quality due to mining activity.
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CHAPTER 12
PROGRESSIVE MINE CLOSURE PLAN
(A) BRIEF INTRODUCTION OF THE QUARRY-
Name : M/s. S. S. Construction
Partner Shri Vinay Saxsena
S/o Shri J.S. Saxsena
Address : 01, Namak Kothi, North Civil Line,
Jabalpur (M.P.)
(B) DETAILS OF THE AREA-
District : Jabalpur (M.P)
Taluka : Jabalpur
Village : Ghutiya
Area : 3.50 Hect.
Details of khasra no. And area are given as follows
KHASRA NO. AREA IN HECTARE OWNWERSHIP 21/2 3.50 Private Land
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(In Hect)
AREA UNDER EXISTING LAND USE LAND USE AFTER LEASE
1. Pits 2. Dump 3. Approach Road 4. Plantation 5. Un used
0.520 0.000 0.000 0.000 3.080
2.867 0.600
0.022 0.000 0.013
Total 3.500 3.500
METHOD OF MINING AND MINERAL PROCESSING:
Open Cast semi mechanized means mining method.
REASON FOR CLOSURE:
As per rules, Minor Minerals Rules and latest amendment vide Gazette
notification dated 23rd March 2013 and progressive mine closure plan has been opted
because of mining operation are yet to be started and suppose to be continued till
existence of the mineral in the area.
STATUTORY OBLIGATION:
No any statutory obligations imposed by the government yet. The mine owner is
submitting mining plan and progressive mine closure for approval to the competent
authority before the start mining operation of quarry lease.
Method of mining - Open cast manual mining operation.
Mineral processing – Hand Sorting and sizing of Stone.
MINE DISCRIPTION
(a) TOPOGRAPHY:
Please refer page no. 8
(b) REGIONAL GEOLOGY:
Please refer page no. 8
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(c) LOCAL GEOLOGY:
Please refer page no. 9
RESERVES AND RESOURCE
Please refer page no. 10
MINING METHOD:-
Please refer page no. 12
MINERAL BENIFICATION:-
Please refer page no. 22
REVIEW OF IMPLEMENATION OF MINING PLAN OF MINING INCLUDING FIVE YEARS PROGRESSIVE CLOSURE PLAN UP TO THE FINAL CLOSURE OF MINE –
Not applicable as it is a renewal case.
CLOSURE PLAN
(ii) QUALITY OF AIR, AMBIENT NOISE LEVEL AND WATER QUALITY:
(c) AMBIENT AIR QUALITY: The dust generated during of holes and by
mining activity, may pollute the air to some extent which will take care
by sprinkling of water as and proposed plantation will reduce the air
pollution to some extent.
(d) AMBIENT NOSE LEVEL: Drilling and movement of truck /dumper etc.
will create the transitional noise level in core/buffer zone. However
noise generated by these will be occurring at low level, hence the
ambient noise level is below the threshold value and ambient noise
level is good for habitants.
WATER: Water availability at the site; One bore well of 150m depth is observed
at near the village. Water available in the area villager’s area potable and no
adverse effect on water quality due to mining activity.
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DISPOSAL OF MINING MACHINERY
As such there is no mining machinery.
ECONOMIC REPERCUSSION OF CLOSURE OF MINE AND MANPOWER
RETRENCHMENT:
As per the rule 42,J of MPMMR 1996 mine submitting the progressive mine closure
plan along with mining plan for the approval from competent authority State govt.
before the start mining operation . So at this stage it is not possible to discuss the
economic repercussion of mine and manpower retrenchment.
FINANCIAL ASSURANCE
Financial assurance Rs 60000 will be submitted by the quarry lease owner in favor of
competent authority of State govt. for 3.500 hect quarry lease area.
Place : Chhindwara
Date : 18/04/2017 RQP
Amit Mishra (Geologist) Regd. No. RQP/DGMMP/66/2013,Valid upto 29/07/2018
Kabara Colony, Nagpur Road Distt.-Chhindwara (M.P.),Pin -480001
Prepared by Amit Kumar Mishra Reg. RQP/DGMMP/66/2013
Page 28
CERTIFICATE
A. Certified that the provisions of MP MINOR MINERALS RULES 1996 made there
under have been observed in the mining plan.
B. This is to certify that the provisions of Minor Mineral Rules 1996 have been
observed in the mining plan and wherever specific permissions are required by
the lessee will approach the concerned authorities for granting the permissions.
C. It is also certified that the information furnished in the above Mining
plan/Environment scheme are true and correct to the best of my knowledge &
belief.
Place : Chhindwara
Date : 18/04/2017 RQP
Amit Mishra (Geologist)
Regd. No. RQP/DGMMP/66/2013, Valid upto 29/07/2018
Kabara Colony, Nagpur Road Distt.-Chhindwara (M.P.),