Ghuinsa Satna G2 Limestone - mineralresources.mpP… · potential block of Limestone which tunes to...

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GOVERNMENT OF MADHYA PRADESH

Mineral Resources Department

REPORT ON

PROSPECTING OF LIMESTONE

GHUINSA BLOCK TEHSIL - AMARPATAN DISTT. SATNA

BY

P.P.MISHRA

ASTT. GEOLOGIST

CHECKED BY

S.K.PANDYA Superintendent. Geologist

DIRECTORATE OF GEOLOGY AND MINING M.P.

REGIONAL OFFICE REWA

F.S. 2010-2011

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CONTENTS

Acknowledgement

Preface

Abstract

1. Introduction 09-12

1.1 Location and communication

1.2 Topography

1.3 Fauna and flora

1.4 Climate

1.5 Inhabitants

2. Previous Work 13-13

3. Present Work 14-14

4. Geology 15-19

4.1 Reconnaissance Survey

4.2 Regional Geology

4.3 Characteristics of Rock/Lithology

4.4 Local Geology

4.4.1 Survey

4.4.2 Geological Mapping

4.4.3 Description of Rock

5. Prospecting Work 20-22

5.1 Technique of Prospecting

5.2 Drilling Work

5.3 Sampling

5.4 Analysis of Lime Stone Sample

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5.5 Salient Features of Lime Stone

6. Reserves 23-30

6.1 Block Demarcation

6.2 Block Limits

6.3 Table Showing Quality,

Thickness and Tonnage per Bore Hole

6.4 Calculation of Reserves

As per run/As per core

6.5 Gross Net Reserves

6.6 Opinion and Recommendations

6.7 Tables Showing Lithologs along with Chemical

Analysis

Plates

1. Location Map of Deposits (Not to the scale)

2. Reconnaissance Map SOI Toposheet No. 63-D/14,

1:50,000

3. Detailed Geological Mapping 1:4,000

4. Pedestral Map 1:4,000 Showing grid, Bore Holes

5. Contour Map on 1:4,000

6. Block Demarcation on 1:4,000

7. Graphic Litholog Showing Chemical Analysis (7:1 to 7:2)

(Total Bore Holes 30 No.)

Scale 1:200 & 1 cm = 10 %

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Acknowledgement

The author is highly thankful to "Director" Geology & Mining

Shri V.K. Austin for showing faith in my work and assigned this work under

my in charge ship

The author is also thankful to Mr. S.K. PANDYA ,Regional head for

giving all possible help and technical know how during time of field work

and report preparation

I am also thankful to all of them who are directly or indirectly helped

me during the course of investigation and report preparation.

P.P. Mishra

Asstt. Geologist

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Preface

The well known Bhander lime stone strip runs from Rewa to further

east in Satna Panna and up to Damoh district of M.P.

This strip can be called as "boon", where the Lime stone is fetching

chest of government in form of Mineral revenue "as state exchequer" as well

as it is giving two squire meals to thousand and thousand people of the area.

It is well evident that a number of lime burning unit was established in

late 18th century and the Lime was sent not only in India but to the various

part of world.

Geological studies is being done by various agencies in early 19th

century and thereafter from this strip which runs from Rewa and leads up to

Damoh a number of suitable area were sort out for installation of cement

units. Till date following cement unit is being commissioned at different

places of Vindhya Pradesh.

1. J.P. Associates Rewa M.P.

2. J.P. Bela Rewa M.P.

3. Prism Cement 2 unit Satna M.P.

4. Satna Cement Satna M.P.

5. Maihar Cement Maihar M.P.

6. KJS Cement maihar M.P.

7. J.P. Babupur Cemant Satna M.P.

8. J.P. Sidhi Cement Sidhi M.P.

9. Reliance Cement Maihar M.P.

A number of PL is being granted to different houses for doing further

studies where they may sort out suitable area of cement grades Lime stone.

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In this Jam pack situation where a number of houses are doing

investigation for getting an area suitable for installation of plant. Directorate

of Geology & Mining M.P. Mineral Resources Department is also engaged

in probing an area where a major cement unit can be set up.

This Regional office of MRD have done some serious efforts and

endeavors from 2005 onwards it becomes more imperative after 2007

summit held at Indore, Khajuraho and Jabalpur etc. to demarcate and

delineate a good potential of Lime stone. The M.P. Government is signing

MOU's with different houses for setting up industries in State specially in

Vindhya region as this province is most promising for installation of hydro

electrical projects, thermal, windmills, solar energy, food, agriculture

tourism as well as on mineral based industries i.e. on Coal, Bauxite and

Lime stone etc.

We The Directorate of Geology and Mining Regional Office Rewa

M.P. have put every effort to do quest for a good potential area and got

successes in two area firstly PAGRA and secondly TALA-BANDARKHA-

BIGODY-GHUINSA area where we have marked two potential area where

the prospecting can be done.

In this investigation the out crop which is seen all along the River

Bihar and, at places it is concealed miles to gather, under soil running NE-

SW. By putting Bore Holes in soil covered area we have addressed weather

Lime stone remains continue or not. So after putting a number of Bore Holes

we have proved its continuity along with substantial reserves of Lime stone

which may feed a major cement unit.

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Abstract

Minerals are the soul of the Industries. Industrialization increases with

the pace of Development of Minerals. Potential block of Minerals are sorted

out by probing new areas of Minerals. Present task is given for sorting out a

potential block of Limestone which tunes to cement grade limestone in a all

grade lime stone deposits. This report incorporated the details of the area

which is part of strip which is running all along the river Bihar, is about 10

km in length and is a part of Survey of India Topo sheet 63 H/3, 1:50,000.

The prospecting work was started in year 2010-11 taking an area of

2.00 Sq km where the limestone has been noticed and seen exposed as well

as outcropping near village Ghuinsa. Mineralized area of block is 0.424

Sq.Km. out of 2.00 Sq.km. prospected block. The limestone belongs to

Vindhyan Super Group and Bhander Series, and is called Geologically as

Nagod limestone. The limestone is exposed and outcropping north of river

of river bank. Hence the prospecting by deploying drill rigs, the bore holes

has been put on north of river of river up to a distance of a Kilometer in

north-south direction. During the prospecting from dated 24.11.10 to

05.04.2011 total 30 bore holes are being drilled achieving 1001.05 meter

core drilling. Simultaneously logging and sampling of the core was carried

out. The lime stone thickness encountered in bore holes varies from 5 mts to

25 mts. Total 383 nos. sample sent to lab for analysis and after receiving

analysis result it is being interpreted that limestone have weighted CaO

44.60% and average CaO 43.70%, MgO 2.64%, SiO2 12.76%, Al2O3

4.00%, Fe2O3 0.58%, LOI 36.46%.

However, after assessment of the area available for granting mining

lease, it was found that a total of 0.381 sq km could be given for mining

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lease. Thus out of 30 boreholes only 23 boreholes with 791.75 meter drilling

was utilized for recalculating the reserve of the minable block.

The reserve calculation of 332 (UNFC) category is being done which

envisage a reserve of 9.98 mt.

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CHAPTER –I

INTRODUCTION

Exploration of limestone in Ghuinsa area is commenced on 24.11.10.

During this investigation reconnaissance survey on 1:50000 in SOI no.-63-

H/3 followed by detailed mapping which was done on 1:4000 scale

subsequently Boreholes were drilled on 200×200 Meter grid internals. The

drilling operation is carried out by three rigs. 30 boreholes were drilled

during 2010-11. Total 1001.05 drilling was carried out. However, after

assessment of the area available for granting mining lease, it was found that

a total of 0.381 sq km could be given for mining lease. Thus out of 30

boreholes only 23 boreholes with 791.75 meter drilling was utilized for

recalculating the reserve of the minable block.

1.1 Location and Communication

The area is bounded by Latitudes 24020" : 24

030' N and longitudes

8105':81

015' E included in survey of India Toposheet No. 63-H/3. It is

situated in Amarpatan Tehsil of Satna district of M.P.

Village Ghuinsa is about 35 km South-West of Rewa on Rewa-

Ahirgaon on NH 7 and Ahirgaon to Ghuinsa on Ahirgaon-Rampur road.

The Village Ghuinsa is about 15 km from Ahirgaon which falls on Rewa-

Maihar road NH7. Nearest Rail head is Rewa which is about 35 km from the

village Ghuinsa.

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1.2 Topography

To the south of the area there are hill ranges of Rewa sandstone. The

maximum elevation of the hill is 433 m. above MSL. The area is undulating

and slopping towards north-east. The limestone area is flat with gentle

undulations and is agricultural land.

A Nala flows to the north of the Ghuinsa which ultimately drains into

the river Bihar. River Bihar is perennial source of water which flows in the

south of the area. It drains in NE-SW direction and merges in to river Bihar.

the area has structurally controlled drainage system i.e. mostly joint

controlling. The hillocks of upper Bhander sandstone is seen towards north

west of the area which indicates typical geomorphic features and weathering

trend in area.

1.3 Fauna and Flora (From Gazetteer)

Fauna - The wild life population in the district is not large. How ever

it still bears a large variety of species. The animals found in the area are

Horse, Goat, Rabbit, Dear, Cow etc. Reptiles of the area are Dhaman or rat

snake occurs in and around habitation. Cobra is the most poisonous snake of

the area which has sharp fangs and is most swift. Goh (Monitor Lizards)

lives on insect and smaller animals. Important species of birds met within

the forest are peafowl, jungle found of red and grey varieties various lawas

such as rain quall, bush quall and common quall. Black partridge, panted

partridge and grey partridge are found in the scrub and grasses.

Flora - As per the revised classification of Indian Forest by H.G.

Champion and B.K. Seth the forest included in the area fall primarily in the

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group 5A Tropical dry deciduous forest. The occurrence of teak as the most

prevalent species at some places and edaphic type of vegetation like salai

and kardhai met with in the dry deciduous mixed forest. In mix type forest in

the area there is large variety of tree species. It found in small area apart

from the mix type the only other conspicuous type met with is salai forest.

Another features of forest is the sparse growth of high trees most of which

are young and middle age. This gives rise to heavy growth of shrubs, herbs,

weeds and climbers. The Botanical species found in the area are achar,

aounla, arjun, bahera, bamboo, saja, bel, bija, dhawra, haldu, harra, jamun,

mahua, sal, salai etc. Shrubs and herbs found in the area area amaltas,

baranga, kuda, makor, reunjha, thuar etc. Weeds and grasses of the area are

dhurbhusi, kans, kusal, phuli, panwar, gursakri, harsingar etc. Amarbel,

keoti. ber, mahul, palasbel are the conspicuous climbers of the area.

1.4 Climate

The climate of the area is characterized by extremes of temperature

and dryness, except during the monsoon months. The cold season is from

December to February. The hot season is from march to about middle of

june. The period from mid June to September constitute the south western

monsoon season. October and November form the post monsoon season.

The average annual rain fall in the area is 1074.7 mm. The rain fall

generally decreases from the south west to north west. The period from June

to September is the main rainy season. July being the rainiest month. The

rain fall during the south west monsoon season constitutes about 88% of the

annual rainfall. In January and February some rain fall occurs in association

with passing western disturbances.

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Temperatures begin to drop in November-December and January is

the coldest month with the mean daily minimum at about 90 C. From March

temperature rise rapidly till May, this is the hottest month. Temperature in

May and June sometimes rises to about 470 C.

1.5 Inhabitants

In the area about 97% of the population professes hindu religions.

Muslims are in very small minorities. They are next in numerousness. Jain's

and Christian are the remaining part of the population. In the area Brahmins

who form an important upper cast came from northern India. They are sub

divided into a galaxy of sub cast. Mahajans or Baniyas form the wealthy

section of the population. By occupation they are traders and bankers.

Rajput's are the traditional fighting and land owing cast who occupies

dominent position in society. The important rajput clans living in the area

are Baghels, Parihar, Raghuvanshi. Ahir, Kachi, Mali. Teli, Dhobhi are

functional cast which are engaged in their respective cast trade. Muslims are

divided into Sunni and Siyas. jain's are divided into two sects of Digambar

and Shyotamber. Schedule cast of the area are chamar and Khumar. Chamar

forming four-fifths of the shedule cast population nearly 85% of their

working force is in agriculture. Next in numerousness to the Chamar, the

Khumars differ from the chamar cast in that their economy is not agriculture

dominant. The house hold industries traditionally associate with the cast is

the making of urban utencils bricks and tiles. Coal and Gond are the shedule

tribes of the area. Kols are described as forest tribes who find a mention in

the Ayodhya Kand of Tulsi Ramayan. Kols are the 70% of the schedule

tribes population. Gonds are the next in numerousness to Kols.

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CHAPTER -II

PREVIOUS WORK

Geology of Vindhyan Basin was initially given by Mallet (1871). In

1854 area was mapped by Oldham and then by Wilson in (1874-74).

Rajrajan demarcated limestone deposit of Satna district in 1961 Rao and

Chape (1965), Mehta and Raman (1967) and Chaman lal (1972) of

Geological Survey of India.

The geologists of the Directorate of Geology and Mining, Madhya

Pradesh have also prospected the limestone belt of Satna distrcit. Mishra,

S.S. carried out the assessment of calcium carbide and S.M.S. grade

limestone in Satna district in field season 1974-75. Pandey J.L. Carried out

systematic sampling of cement grade limestone between Sajjanpur and Satna

in 1975-76. During the field season 1979-80-81, Tandon, S.C. conducted

exploration of limestone in Jhanjhar, Karmau, Baghai and Bariha area of

Satna district. In 1991-92 exploration of cement grade limestone in

Ramnagar, chhibaura and Degarhat blocks of the district was done by V.K.

Sankhala and A. Bajpai. The author of present work is also carried out

prospecting in TALA, BANDARKHA, GHUINSA area.

Besides geological Survey of India and Directorate of Geology and

Mining, several other agencies like Boukaro steel plant and Hyderabad

industries also carried out detailed prospecting of limestone in various

blocks of the Satna district and Rewa District.

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CHAPTER -III

PRESENT WORK

This report incorporates the details of work done during the

prospecting from field session 2010-11. The investigation includes 100 Sq

Km reconnaissance survey followed by demarcation of potential zone.

Detailed geological mapping was done by theodolite on 1:4,000 of 2.0 Sq

Km. Total 30 Bore holes were drilled achieving 1001.05 mts core drilling.

The generated Lime stone core sample of 383 no. meter wise were sent to

lab for analyzing CaO, MgO.SiO2, Fe2O3, Al2O3 and LOI to know its

industrial utility.

In the light of Mines and Minerals Act (Amendment) 2015, where it is

proposed to grant the mining lease of four notified minerals through e-

auction only. Thus, at the instance of Sh. V. K. Austin, the Director, DGM,

the reappraisal of the previous work by the Department was initiated and the

reappraisal of Ghuinsha Block was taken up. As result, out of 30 boreholes,

23 boreholes were considered for recalculating the reserve for the seven sub

blocks of the Ghuinsha Block. Then the prospected block was marked and

transferred into village map, area of influence of all the BHs was considered

and was rechecked with block method. As a result, the resources, of the

order, of about 9.98 million tonnes have been estimated; this may fall in 332

category of UNFC. The finding and interpretation dealt in preceding pages.

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CHAPTER -IV

GEOLOGY

4.1 Reconnaissance Survey:-

An area about 100 sq km has been carried during reconnaissance

survey, along with collection out crop samples and marking of out crop on

1: 50000 SOI Toposheet No. 63 D/14. The regional geological set up of the

aforesaid carried area is as given below:-

AGE SYSTEM GROUP LITHOLOGY

Recent to Sub Recent - - Soil/Alluvium Laterite

Proterozoic Vindhayan Bhander Sirhbu Shale Bhander Limestone

(Nagod) Gunurgrah Shale

4.2 Regional Geology:-

As described in reconnaissance survey an area about 100sq km is

being carried along with recording of stratigraphic units given in lithology.

The most of the surveyed area comprises of sirbhu shales. Limestone seen as

it is forming a sickle within Sirbu and Ganurgarh shales. Out of the surveyed

area limestone is carried within 25% of total carried area. The upper

Bhander sandstone is seen on the top of the hillocks present in south of the

area while E-W trending hill ranges found in south of the area .

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4.3 Characteristics of Rock/Lithology

Ganugarh Shale -

Gannurgarh shale is exposed to the south of Bihar River which is over

lained by limestone. It is grayish brown and fine grained. It has silicious

material along bedding planes.

The colour of this shale is reddish at bottom but becomes grey to

greenish grey towards top shale has ripple marks and it is flaggy in nature.

It is often have layer of red to buff colour, fine to coarse grained

sandstone which forms alternate bandings. It is traversed by quartz. The

shale becomes pink brown buff or dirty white towards top due to

contamination of calcarinitic sediments (facies). It can be seen to the north

of nala at village Bigodi.

Bhander (Nagod) limestone –

Exposures of limestone occurring in the area are in patches along the

NE-SW. The limestone deposits are horizontally bedded stratified with dips

varying from 50 to 20

0 due North. At places limestone is concealed below

the soil cover, varying in thickness from a meter to 20 meters. Workable

limestone in some localities such as Bandarkha, Sannehi, Pondi, Marhi does

not have over burden. The upper part of the limestone is argillaceous and

siliceous in nature.

The Bhander limestone deposits in the area show fairly frequent

variation in quality and thickness both laterally and vertically. In several

localities, the good quality limestone beds are interbedded with low grade

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limestone and shale. Hence limestone exhibits arenanceous as well as

argillaceous nature therefore at some places it is highly siliceous and

argillaceous in nature.

Limestone to the south of the village Sigtitola is stromatolitic in

nature. It is exposed along the nala and nala bed itself. It is concretionary.

The limestone is well bedded, fine to medium grained, grey to dark

grey in colour. They are traversed by two sets of joints which are parallel to

the strike and dip direction. Overall it is heterogeneous with lateral end

vertical variation in respect of lithology and chemical content.

Sirbu shale -

Prominent exposures of Sirbu shale are seen to the north to

Amarpatan in hillocks, along the road cutting, nala and river courses. The

shales are thinly bedded and vary in colour from light grey to pale grey and

purple to purplish brown. These shales at places directly overlie the

limestone horizon.

These sandstone makes prominent hillocks to the west, trending NE-

SW. It is hard compact fine grained and brown in colour.

Laterite -

At places to the south of Tala, laterite occurrences are noticed,

particularly on high hillocks. Lateritic bolder are found scattered on the foot

hills as well as on ground.

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4.4 Local Geology

4.4.1 Survey:-

An area about 2.0 sq km is being survey and mapped on 1:4000 scale.

The grid was laid by theodolite by keeping on 100 m interval and

subsequently borehole were planned to keep an 200m apart. In the survey all

the physiographical feature is marked along with taking R.L. of bore holes.

A contour map at an internal of 1 meter has been proposed to know the

present status of land in respect of altitude

Superimposition of aforesaid data is being done on cadastral map for

using it for further Mining purpose of deposit.

4.4.2 Geological Mapping:-

Out crop geological mapping was done simultaneously along with

gridding to gether the exact geological disposition of limestone within the

area. The rock unit found in area of interest is shale and limestone. The

general characteristics of rock are dealt in chapter 4:3. However the overall

behavior of limestone is dealt in salient feature of limestone in chapter

prospecting work.

4.4.3 Description of Rock:-

A short account of rock type is and its characteristics being narrated as

under:

• Shale

• Limestone

Shale:-

The shale of area is red to cherry-red in colour which is flaggy in

nature and easily breakable thick piles are being recorded in the area while

shale is exposed. It is at places seen traversed by gypsum and thin lamellae

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of Brown, Buff, Pale yellow and greenish material. It has gentle dip varying

20 to 10

0 due North.

Limestone:-

The area consists of Nagod Limestone which is grey, light gray, fine

grained, soft and stratified. It is stromotolitie with their intercalations of

argillaceous material.

The thickness as revealed by borehole data is variable. It has got thin

calcite veins and also seen in cavity fills. At places inherent silica and

argillaceous material makes it to siliceous to shally limestone. Limestone

occurrence as small and large out crops seen an area about 1.0 sq km with an

width of 0.05 sqkm. It runs parallel to the north of river Bihar. The general

dip observed is about 50 to 8

0 due north.

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CHAPTER –V

PROSPECTING WORK

5.1 Prospecting Technique

The prospecting work is done in about 2.0 sq km area where the

detailed geological mapping and gridding was done.

An area about 2.0 sq km is being chosen followed by putting bore

holes for core drilling. The limestone core portion was studied and separated

from whole run of core for sending it to chemical lab for analysis where

after receiving analytical results father study of reserve calculation is being

done.

5.2 Drilling work

An area about 2.0 sq km was studied thoroughly by gridding and

simultaneously by geological mapping. The Limestone in area is of simple

type and stratified deposit. An interval of 200m was taken into the

consideration to get good result in respect of horizontal and vertical variation

of limestone.

This spacing of 200 mts. apart is a right choice in simple type of

limestone deposit. A drilling depth of 30 m is kept for all borehole as per

IBM. Specification where limestone is available while in those shale touches

it is being closed earlier to 30m depth.

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5.3 Sampling

The limestone core portion was identifed by putting drops of dilute

HCl followed by recording in to log register. The same portion was then

separated from core and splited into two halves longitudinally thereafter

crushed the one halves up to 100 mesh size duly with conning quartering

processes and packed into the polythene bags. A duplicate sample is also

packed for further reference while one of this is sent to lab for analyzing.

CaO, MgO, SiO2, Fe2O3, Al2O3 and LOI.

5.4 Analysis of Limestone Sample

Each crushed sample which was prepared by aforesaid method is dealt

in 5:3 Para was analyzed for CaO, MgO, SiO2, Fe2O3, Al2O3 and LOI in

departmental lab at Jabalpur. The core portion which is giving +34% Cao is

being considered in making a minable band of limestone while below this

CaO% is treated as waste and not Included in making band. The IBM

specification is followed in making minable band.

5.5 Salient Feature of Limestone

It is very clear with the analysis result that Bhander Limestone is

erratic in nature. It doesn't exhibit a homogenous deposition. The calcarenite

facie in this particular area is heterogeneous, reveals shale, siliceous,

limestone and very up to low silica limestone also.

The relief of limestone area is undulating. The out crop showing gray

to dark gray limestone with stromatolite, fine to medium grained. It is

stratified also having a gentle dip due north. The local warp and rolling dip

is also makes a cause that some where limestone touches at earlier level

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while at some places it goes down below +15mts. Somewhere limestone is

concealed below soil and shale, but however the limestone overall can be

placed in cement grade with arenaceous and argillaceous variation. The

overall chemical analysis of limestone of the area in which permissible

limits of CaO is 34% as per 1BM specification is as follows:-

1. Over all weighted CaO :- 44.45% (only determined for CaO %%%%)

2. Average chemical analysis-

CaO MgO SiO2 Fe2O3 Al2O3 LOI

43.70% 2.64% 12.76% 0.58% 4.00% 36.46%

"It falls in cement grade limestone".

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CHAPTER - VI

RESERVES

6.1 Block demarcation

Total prospected area is 2.0 sq km. By taking the 1BM specification

each bore hole studied in respect of chemical analysis where the CaO% is

exhibiting +34% is being considered to form a compact composite block for

available minable reserve with an area of influence of the half of two bore

hole and where there is no bore hole drilled an area of 50m is being

considered as area of influence. Over all 30 bore hole were studied and there

after a block nearby Ghuinsa is being delineated which is measured about

0.381 sq km in dimension.

6.2 Block Limit

The thickness of limestone is calculated with average chemical

analysis and weighted for CaO% in Block minimum thickness of limestone

5mt. is encountered in BH NO. 20 and maximum is 25 mts in BH No. 30.

Its block boundary falls in between villages.

North - Village – Itma(24023'49'' - 81

07'5'')

East - Village – Khajuri Tal(24022'44'' - 81

08'22'')

West - Village – Kariya Pathar (24022'6'' - 81

05'45'')

South - Village – Magraj(24021'15'' - 81

06'38'')

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6.3

Tab

le S

how

ing

th

e Q

uali

ty T

hic

kn

ess

an

d T

on

nag

e p

er B

ore

Hole

Blo

ck -

A

S.

No.

BH

No.

RL

T

ota

l

Dep

th

OB

mts

T

hic

kn

ess

of

Lim

e st

on

e

LS

T b

and

mts

% o

f co

re

CaO

%

OB

rat

io

Ari

a of

infl

uen

ce

Sq.k

m

Volu

me

cubic

mt

Res

erve

wit

h

S.G

. -2

.5 (

In

ton

s) f

or

ban

d

1st o

nly

F

rom

- T

o (

in

mts

-run

)

Av.

Wei

gh

ted

1

2

3

4

5

6

7

8

9

10

11

12

13

14

1

1

318.7

7

34

17

17

.00

-31

.00

14

7

7%

4

6.3

5

45.9

9

1:0

.83

150*200=

3000

0

420000

1050000

2

2

319.3

7

35.5

0.7

5

0.7

5-4

.00

3.2

5

98

.46%

4

4.3

3

40.8

4

1:4

.33

100*50=

5000

16250

40625

II

nd

Ban

d

22

.00

-35

.50

13

.5

3

3

320.5

30.5

5

3

3.0

0-3

.72

0.7

2

10

0%

4

5.7

6

45.7

6

1:0

.24

125*150=

1875

0

13500

33750

4

4

319.0

2

34

16

16

.00

-18

.75

2.7

5

94

%

41

.57

40.9

4

1:0

.17

125*100=

1250

0

34375

85937.5

II

nd

Ban

d

22

.00

-34

.00

12

5

5

320.1

6

35

2

2.0

0-6

.00

4

81

%

43

.91

44.0

6

1:2

.00

50*200=

10000

40000

100000

6

7

322.3

1

32

6.4

6

.40

-18

.00

11

.6

91

%

43

.06

44.3

7

1:1

.81

100*50=

5000

58000

145000

7

11

319.7

2

35

9.6

9

.60

-21

.00

11

.4

76

%

47

.45

50.0

4

1:1

.18

100*25=

2500

28500

71250

8

12

320.3

6

36.3

1

1.0

0-1

6.0

0

15

6

9%

4

1.0

7

40.9

8

1:1

5.0

100*75=

7500

112500

281250

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129 o

f 232

25

6.3

Tab

le S

how

ing

th

e Q

uali

ty T

hic

kn

ess

an

d T

on

nag

e p

er B

ore

Hole

Blo

ck -

B

S.

No.

BH

No.

RL

T

ota

l

Dep

th

OB

mts

T

hic

kn

ess

of

Lim

e st

on

e

LS

T b

and

mts

% o

f co

re

CaO

%

OB

rat

io

Ari

a of

infl

uen

ce

Sq.k

m

Volu

me

cubic

mt

Res

erve

wit

h

S.G

. -

2.5

(In

ton

s)

for

ban

d 1

st

on

ly

Fro

m-

To (

in

mts

-run

)

Av.

Wei

gh

ted

1

2

3

4

5

6

7

8

9

10

11

12

13

14

1

5*

320.1

6

35

2

2.0

0-6

.00

4

81

%

43

.91

44.0

6

1:2

.00

400*10=

4000

16000

40000

2

7*

322.3

1

32

6.4

6

.40

-18

.00

11

.6

91

%

43

.06

44.3

7

1:1

.81

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130 o

f 232

26

6.3

Tab

le S

how

ing

th

e Q

uali

ty T

hic

kn

ess

an

d T

on

nag

e p

er B

ore

Hole

Blo

ck -

C

S.

No.

BH

No.

RL

T

ota

l D

epth

O

B m

ts

Th

ickn

ess

of

Lim

e st

on

e L

ST

ban

d

mts

%

of

core

C

aO%

O

B

rati

o A

ria

of

infl

uen

ce S

q.k

m

Volu

me

cubic

mt

Res

erve

wit

h S

.G.

-

2.5

(In

ton

s) f

or

ban

d 1

st

on

ly

Fro

m-

To (

in

mts

-run

)

Av.

Wei

gh

ted

1

1*

3

18.7

7

34

17

17

.00

-31

.00

14

77

%

46

.35

45.9

9

1:0

.83

200*70=

14000

182000

455000

2

2*

3

19.3

7

35.5

0.7

5

0.7

5-4

.00

3.2

5

98.4

6%

4

4.3

3

40.8

4

II

nd

Ban

d

22

.00

-35

.50

13

.5

3

3*

3

20.5

30.5

5

3

3.0

0-3

.72

0.7

2

100

%

45

.76

45.7

6

4

4*

3

19.0

2

34

16

16

.00

-18

.75

2.7

5

94

%

41

.57

40.9

4

1:0

.17

100*50=

5000

13750

34375

5

8*

3

20.4

7

34

1

1.0

0-1

0.0

0

9

87

%

39

.67

39.6

5

6

24

3

21.0

9

31

8

8.0

0-2

1.0

0

13

95

%

42

.36

42.3

3

1:1

.62

200*125=

25000

325000

812500

7

25

3

22.4

2

36

10.7

1

0.7

0-1

5.0

0

4.3

72

%

43

.35

49.7

2

1:0

.40

200*125=

25000

107500

268750

8

27

3

23.3

6

40

15

15

.00

-34

.00

19

88

%

41

.29

43.7

2

1:1

.26

125*125=

15625

296875

742187.5

9

29

3

09.3

1

32

2

2.0

0-2

1.0

0

19

87

%

42

.5

37.4

3

1:9

.5

125*200=

25000

475000

1187500

10

30

3

21.5

8

33

4.3

5

4.3

5-2

3.0

0

18

.65

85

%

41

.25

41.1

6

1:4

.28

200*200=

40000

746000

1865000

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f 232

27

6.3

Tab

le S

how

ing

th

e Q

uali

ty T

hic

kn

ess

an

d T

on

nag

e p

er B

ore

Hole

Blo

ck -

D

S.

No.

BH

No.

RL

T

ota

l

Dep

th

OB

mts

T

hic

kn

ess

of

Lim

e st

on

e

LS

T b

and

mts

% o

f co

re

CaO

%

OB

rat

io

Ari

a of

infl

uen

ce

Sq.k

m

Volu

me

cubic

mt

Res

erve

wit

h S

.G.

-2.5

(In

ton

s) f

or

ban

d 1

st

on

ly

Fro

m-

To (

in

mts

-run

)

Av.

Wei

gh

ted

1

8

320.4

7

34

1

1.0

0-1

0.0

0

9

87

%

39

.67

39.6

5

1:9

.0

200*200=

40

000

360000

900000

2

9

319.7

1

35

8.6

5

8.6

5-1

3.0

0

4.3

5

70

%

45

.62

55.8

4

1:0

.50

II

nd

Ban

d

22

.00

-35

.50

13

.5

3

17

317.0

1

40

19

1

9.0

0-3

8.4

0

19

.4

84

%

44

.01

43.9

1

1:1

9.4

0

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Ta

ble

Sh

ow

ing

th

e Q

ua

lity

Th

ick

nes

s a

nd

Ton

nag

e p

er B

ore

Hole

Blo

ck -

A1

S

. N

o.

BH

No.

RL

T

ota

l

Dep

th

OB

mts

T

hic

kn

ess

of

Lim

e st

on

e

LS

T

ban

d

mts

% o

f co

re

CaO

%

OB

rat

io

Ari

a of

infl

uen

ce S

q.k

m

Volu

me

cubic

mt

Res

erve

wit

h S

.G.

-2.5

(In

ton

s) f

or

ban

d 1

st

on

ly

Fro

m-

To (

in

mts

-run

)

Av.

Wei

gh

ted

1

16

*

318

40

19

1

9.0

0-3

5.0

0

16

6

9%

4

9.5

6

49.9

7

1:0

.84

200*50=

10000

70000

175000

2

17

*

317.0

1

40

19

1

9.0

0-3

8.4

0

19

.4

84

%

44.0

1

43.9

1

1:1

.02

3

19

320.0

4

29.4

4

4.0

0-1

1.0

0

7

91

%

37.8

7

37.8

1:1

.75

4

20

*

318.5

3

34

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28

6.3

Ta

ble

Sh

ow

ing

th

e Q

ua

lity

Th

ick

nes

s a

nd

Ton

nag

e p

er B

ore

Hole

Blo

ck -

B1

S.

No.

BH

No.

RL

T

ota

l

Dep

th

OB

mts

T

hic

kn

ess

of

Lim

e st

on

e

LS

T b

and

mts

% o

f co

re

CaO

%

OB

rat

io

Ari

a of

infl

uen

ce

Sq.k

m

Volu

me

cubic

mt

Res

erve

wit

h S

.G.

-2.5

(In

ton

s) f

or

ban

d 1

st

on

ly

Fro

m-

To (

in

mts

-run

)

Av.

Wei

gh

ted

1

16

318

40

19

1

9.0

0-3

5.0

0

16

6

9%

49

.56

49.9

7

1:0

.84

100*100=

10

000

152000

380000

2

20

*

318.5

3

34

IIn

d B

an

d

27

.00

-32

.00

5.0

0

3

21

*

317.7

6

30

12

1

2.0

0-1

6.0

0

4

72

%

43

.01

42.9

8

1:0

.33

100*50=

500

0

4

23

*

318.9

8

40

100*40=

400

0

II

nd

Ba

nd

27

.00

-37

.50

10

.5

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Ta

ble

Sh

ow

ing

th

e Q

ua

lity

Th

ick

nes

s a

nd

Ton

nag

e p

er B

ore

Hole

Blo

ck -

C1

S

. N

o.

BH

No.

RL

T

ota

l

Dep

th

OB

mts

T

hic

kn

ess

of

Lim

e st

on

e

LS

T b

and

mts

% o

f co

re

CaO

%

OB

rat

io

Ari

a of

infl

uen

ce

Sq.k

m

Volu

me

cubic

mt

Res

erve

wit

h S

.G.

-2.5

(In

ton

s) f

or

ban

d 1

st

on

ly

Fro

m-

To (

in

mts

-run

)

Av.

Wei

gh

ted

1

18

317.3

9

30

14

1

4.0

0-2

7.0

0

13

4

2%

44

.33

44.7

4

1:0

.91

220*220=

48

400

532400

1331000

2

21

317.7

6

30

12

12

.00-1

6.0

0

4

72

%

43

.01

42.9

8

1:0

.33

3

22

313.3

3

35

9.9

9

.90-2

7.0

0

17

.1

39

%

45

.35

45.2

6

1:1

.72

4

23

318.9

8

40

II

nd

Ba

nd

27

.00

-37

.50

10

.5

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133 o

f 232

29

6.4 Calculation of Reserves as per run/ as per core

1. Total area of the block 0.381 sq km.

2. Total BH drilled in block 23 BHS

4. Total Meterage of Block 791.75 mt.

4. Total length of Lime stone (as per run) 261.42mts

5. Total length of Lime stone (as per core) 202.88 mts

6. Recovery % of Lime stone 77.61%

7. OB ratio (1:2.82)

8. Weighted CaO% 44.60%

9. Average CaO % 43.70%

SiO2 % 12.76%

Mgo % 2.64%

A12O3 % 4.0%

Fe2O3 % 0.58%

LOI % 36.46%

10. Reserves (In M.T.) as per run 9.98 M.T.

134 of 232

30

6.5 Gross Net Reserve

Limestone reserve of 332 category tune to an order of 9.98 M.T.

However the minable reserve will be taken in to the consideration

after doing deduction of the area which cannot be used for mining purpose.

The minable reserve may change due to unforeseen geological circumstance.

A 10% cut in reserve may leads to a net gross reserve of 8.98 MT as per run.

6.6 Opinion and Recommendation

As a result of this prospecting work department is able to speak about

that further work regarding limestone prospecting may remain continue in

area. So that in future the prospecting may enhance the limestone potential

of the area. Therefore the work is so for continue to do further quest and

probe regarding delineating few more suitable blocks of cement grade

limestone. The Pondikala limestone bearing area may be taken for further

prospecting work.

By sorting another suitable block a major cement plant can be

installed in this Amarpatan Tehsil which is so for is known to be a non

Industrial/Undeveloped segment of District Satna (M.P.)

135 of 232

31

ANNEXURE - II

Descriptive Geological logs of boreholes Bore Hole No. -GH 1 Drill No.- 15

Reduced Level - Date of starting 24.11.10 318.770 m Date of Closing 09.12.10

Total Depth 34 m

From To Run Core From To Run Core Lithology Sample No.

1 2 3 4 5 6 7 8 9 10

0.00 1.00 1.00 Nil Alluvium

1.00 2.00 1.00 0.15 1.00 1.85 1.85 Nil Alluvium

1.85 2.00 0.15 0.15 Shale

2.00 3.00 1.00 0.40 Shale

3.00 4.00 1.00 0.42 Shale

4.00 5.00 1.00 0.51 Shale, Loose at bottom

5.00 6.50 1.50 0.90 Shale & clay

6.50 8.00 1.50 1.00 Shale

8.00 9.00 1.00 0.75 Shale & clay

9.00 10.00 1.00 0.80 Shale

10.00 11.00 1.00 0.85 Shale

11.00 12.00 1.00 0.84 Shale

12.00 13.00 1.00 0.80 Shale

13.00 14.00 1.00 0.82 Shale

14.00 15.00 1.00 0.80 Shale

15.00 16.00 1.00 0.81 15.00 15.34 0.34 0.15 Shale

15.34 16.00 0.66 0.66 Brownish Shaly grey fine grained fractured limestone

1

16.00 17.00 1.00 0.88 Brownish Shaly grey fine grained fractured limestone

2

17.00 18.00 1.00 0.85 Brownish grey fine grained fractured limestone

3


4


5

20.00 21.00 1.00 0.80 Brownish grey fine grained

fractured limestone

6

21.00 22.00 1.00 0.70 '' Clay at bottom 7

22.00 23.00 1.00 0.60 '' Clay at bottom 8

23.00 24.00 1.00 0.82 Grey fine grained fractured

limestone

9

24.00 25.00 1.00 0.49 Grey fine grained fractured limestone with cavity

10


11

26.00 27.00 1.00 0.75 Grey fine grained fractured limestone

12


13


limestone

14


limestone

15

136 of 232

32


limestone

16

31.00 32.00 1.00 0.72 Grey fine grained Shaly fractured

limestone

17


limestone

18


limestone

19

Borehole closed at 34.00 m.

137 of 232

33

Bore Hole No. -GH 2 Drill No.- 16 Reduced Level - Date of starting 24.11.10 319.370 m Date of Closing 07.12.10

Total Depth 35.50 m


1 2 3 4 5 6 7 8 9 10

0.00 1.00 1.00 0.25 0.00 0.75 0.75 Nil Alluvium

0.75 1.00 0.25 0.25 Grey fine grained limestone

1.00 2.00 1.00 1.00 Grey fine grained limestone 1



4.00 5.00 1.00 0.80 4.00 4.36 0.36 0.36 Grey fine grained limestone

4.36 5.00 0.64 0.44 Shale

5.00 6.00 1.00 0.60 Shale

6.00 7.00 1.00 0.85 Shale

7.00 8.00 1.00 0.85 Shale

8.00 9.00 1.00 0.65 Shale

9.00 10.00 1.00 0.50 Shale

10.00 11.00 1.00 0.80 Shale

11.00 12.00 1.00 0.80 Shale

12.00 13.00 1.00 0.80 Shale

13.00 14.00 1.00 0.87 Shale

14.00 15.00 1.00 0.75 Shale

15.00 16.00 1.00 0.60 Shale

16.00 17.00 1.00 0.80 Shale

17.00 18.00 1.00 0.82 Shale

18.00 19.00 1.00 0.70 Shale

19.00 20.00 1.00 0.82 Shale

20.00 21.00 1.00 0.85 Shale

21.00 22.00 1.00 0.82 Grey fine grained Shaly fractured limestone

4


5

23.00 24.00 1.00 1.00 Grey file grained limestone 6


7


8


9


10



12


13


14

138 of 232

34


limestone

15


limestone

16


limestone

17


limestone

18


139 of 232

35


Total Depth 30.55 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 0.30 Alternate bands of limestone &

shale

2.00 3.00 1.00 1.00 Shale

3.00 4.00 1.00 0.92 3.00 3.72 0.72 0.72 Grey fine grained limestone 1

3.72 4.00 0.28 0.20 Shale

4.00 5.00 1.00 0.80 Shale

5.00 6.00 1.00 0.80 Greyfine grained fractured

limestone

2


limestone

3


limestone

4

8.00 9.00 1.00 0.65 Shale

9.00 10.00 1.00 0.60 Shale

10.00 11.00 1.00 0.90 Shale

11.00 12.00 1.00 0.80 Shale

12.00 13.00 1.00 0.70 Shale

13.00 14.00 1.00 0.80 Shale

14.00 15.00 1.00 0.80 Shale

15.00 16.00 1.00 1.00 Shale

16.00 17.00 1.00 1.00 Shale

17.00 18.00 1.00 1.00 Shale

18.00 19.00 1.00 0.90 Shale

19.00 20.00 1.00 0.90 Shale

20.00 21.00 1.00 0.90 Shale

21.00 22.00 1.00 0.90 Shale

22.00 23.00 1.00 0.90 Shale

23.00 24.00 1.00 0.90 Shale

24.00 25.00 1.00 0.75 Shale

25.00 26.00 1.00 0.80 Shale

26.00 27.00 1.00 0.25 Alternate bands of shale &

limestone

27.00 28.00 1.00 0.15 "

28.00 29.00 1.00 0.90 Brownish grey fine grained Shaly fractured limestone

5

29.00 30.00 1.00 0.90 " 6

30.00 30.55 0.55 0.50 " 7


140 of 232

36


Total Depth 34 m


1 2 3 4 5 6 7 8 9 10

0.00 1.00 1.00 0.20 Alluvium & shale

1.00 2.00 1.00 0.50 Shale

2.00 3.00 1.00 0.30 Shale

3.00 4.00 1.00 0.65 Shale

4.00 5.00 1.00 0.50 Shale

5.00 6.00 1.00 0.50 Shale

6.00 7.00 1.00 0.45 Shale

7.00 8.00 1.00 0.80 Shale

8.00 9.00 1.00 0.92 Shale

9.00 10.00 1.00 0.62 Shale

10.00 11.00 1.00 0.85 Shale

11.00 12.00 1.00 0.90 Shale

12.00 13.00 1.00 0.80 Shale

13.00 14.00 1.00 0.90 Shale

14.00 15.00 1.00 0.80 Shale

15.00 16.00 1.00 0.60 Shale



limestone

2

18.00 19.00 1.00 0.80 18.00 18.75 0.75 0.70 " 3

18.75 19.00 0.25 0.10 Shale

19.00 20.00 1.00 0.50 Shale

20.00 21.00 1.00 0.75 20.00 20.15 0.15 0.05 Shale


4

20.85 21.00 0.15 0.05 Shale


shale


limestone

5

23.00 24.00 1.00 0.75 " 6

24.00 25.00 1.00 0.90 " 7

25.00 26.00 1.00 0.90 " 8

26.00 27.00 1.00 0.95 " 9

27.00 28.00 1.00 0.90 " 10

28.00 29.00 1.00 1.00 " 11

29.00 30.00 1.00 0.90 " 12

30.00 31.00 1.00 0.90 " 13

31.00 32.00 1.00 0.90 " 14

32.00 33.00 1.00 0.75 " 15

33.00 34.00 1.00 0.70 " 16


141 of 232

37


Total Depth 35 m


1 2 3 4 5 6 7 8 9 10




limestone

1

3.50 4.00 0.50 0.46 " 2

4.00 5.00 1.00 0.85 " 3

5.00 6.00 1.00 0.73 " 4


shale

7.00 8.00 1.00 0.67 "

8.00 9.00 1.00 0.62 "


limestone

5

10.00 11.00 1.00 0.85 " 6

11.00 12.00 1.00 0.87 " 7

12.00 13.00 1.00 0.67 12.00 12.30 0.30 0.25 "

12.30 13.00 0.70 0.42 Shale

13.00 14.00 1.00 0.67 Shale

14.00 15.00 1.00 0.57 Shale

15.00 16.00 1.00 0.74 Shale

16.00 17.00 1.00 0.80 Shale

17.00 18.00 1.00 0.76 Shale

18.00 19.00 1.00 0.21 "

19.00 20.00 1.00 0.23 Shale

20.00 21.00 1.00 0.24 Shale

21.00 22.00 1.00 0.45 Shale

22.00 23.00 1.00 0.58 Shale

23.00 24.00 1.00 0.50 "

24.00 25.00 1.00 0.62 "

25.00 26.00 1.00 0.67 "

26.00 27.00 1.00 0.76 "

27.00 28.00 1.00 0.78 "

28.00 29.00 1.00 0.80 "

29.00 30.00 1.00 0.55 "

30.00 31.00 1.00 0.56 "

31.00 32.00 1.00 0.40 Shale & clay

32.00 33.00 1.00 0.30 Shale

33.00 34.00 1.00 0.78 Browinsh Grey fine grained limestone

34.00 35.00 1.00 0.80 "


142 of 232

38

Bore Hole No. -GH 7 Drill No.- 15 Reduced Level - Date of starting 24.12.11

322.310 m Date of Closing 06.01.11 Total Depth 32 m


1 2 3 4 5 6 7 8 9 10



2.30 3.30 1.00 0.50 Shale

3.30 4.00 0.70 0.41 "

4.00 5.00 1.00 0.73 "

5.00 6.00 1.00 0.80 "

6.00 7.00 1.00 0.80 6.00 6.40 0.40 0.30 "


1


2


3


4


limestone

5


limestone

6


limestone

7


limestone

8


9


10


11


12


limestone

13


limestone

14


limestone

15


limestone

16

22.00 23.00 1.00 85 22.00 22.25 0.25 0.20 Grey fine grained fractured

limestone

22.25 23.00 0.75 0.65 Shale

23.00 24.00 1.00 0.52 Shale

24.00 25.00 1.00 0.75 Shale

25.00 26.00 1.00 0.80 Shale

26.00 27.00 1.00 0.81 Shale

27.00 28.00 1.00 0.75 Shale

143 of 232

39

28.00 29.00 1.00 0.71 Shale

29.00 30.00 1.00 0.74 Shale

30.00 31.00 1.00 0.75 Shale

31.00 32.00 1.00 0.84 Shale


144 of 232

40


Total Depth 34 m


1 2 3 4 5 6 7 8 9 10



limestone

1


2


3


4


5


limestone

6


limestone

7


limestone

8

9.00 10.00 1.00 80 Clay at bottom 9

10.00 11.00 1.00 0.70 Clay

11.00 12.00 1.00 0.85 Shale

12.00 13.00 1.00 0.90 Shale

13.00 14.00 1.00 0.90 "

14.00 15.00 1.00 0.85 "

15.00 16.00 1.00 0.80 "

16.00 17.00 1.00 0.85 "

17.00 18.00 1.00 0.90 "

18.00 19.00 1.00 0.85 "

19.00 20.00 1.00 0.85 "

20.00 21.00 1.00 0.80 "

21.00 22.00 1.00 0.90 "

22.00 23.00 1.00 0.85 "

23.00 24.00 1.00 0.90 "

24.00 25.00 1.00 0.85 "

25.00 26.00 1.00 0.85 "

26.00 27.00 1.00 0.90 "

27.00 28.00 1.00 0.90 "

28.00 29.00 1.00 0.90 28.00 28.15 0.15 0.10 "


fractured limestone

10

29.00 30.00 1.00 0.90 29.00 29.25 0.25 0.20 "

29.25 30.00 0.75 0.70 Shale

30.00 31.00 1.00 0.80 Shale

31.00 32.00 1.00 0.90 "

32.00 33.00 1.00 0.85 "

33.00 34.00 1.00 0.95 "


145 of 232

41


Total Depth 35 m


1 2 3 4 5 6 7 8 9 10



2.00 3.00 1.00 Nil "

3.00 4.00 1.00 0.30 Boulder limestone 1


5.00 6.00 1.00 0.15 5.00 5.85 0.85 Nil "



7.00 8.00 1.00 0.20 7.00 7.80 0.80 Nil Alluvium


8.00 9.00 1.00 0.35 8.00 8.65 0.65 Nil Alluvium



limestone

3


limestone with cavity

4



5



6

13.00 14.00 1.00 0.80 Greyfine grained fractured limestone with cavity

7

14.00 15.00 1.00 0.80 14.00 14.70 0.70 0.65 Greyfine grained Shaly fractured limestone with cavity

8

14.70 15.00 0.30 0.15 Shale

15.00 16.00 1.00 0.80 15.00 15.26 0.26 0.26 Shale


9

16.00 17.00 1.00 0.80 " 10

17.00 18.00 1.00 0.40 17.00 17.45 0.45 0.40 " 11

17.45 18.00 0.55 Nil Shale & clay


12


limestone

13


limestone

14


limestone

15


limestone

16


limestone

17


18


19


20

27.00 28.00 1.00 0.90 Grey fine grained fractured 21

146 of 232

42

limestone


22

29.00 30.00 1.00 0.35 29.00 29.85 0.85 0.20 Shale & clay


limestone

30.00 31.00 1.00 0.90 Shale

31.00 32.00 1.00 0.75 "

32.00 33.00 1.00 0.60 "

33.00 34.00 1.00 0.60 "

34.00 35.00 1.00 0.40 "


147 of 232

43


Total Depth 35 m


1 2 3 4 5 6 7 8 9 10



2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "

4.00 5.00 1.00 Nil "

5.00 6.10 1.10 Nil "

6.10 6.70 0.60 0.60 Brownish grey fractured limestone 1

6.70 7.00 0.30 0.30 "


8.00 9.00 1.00 Nil "

9.00 10.00 1.00 0.40 9.00 9.60 0.60 Nil "


10.00 11.00 1.00 0.60 " 3

11.00 12.00 1.00 0.60 " 4

12.00 13.00 1.00 0.60 " 5

13.00 14.00 1.00 0.60 " 6

14.00 15.00 1.00 0.75 " 7


limestone

8


limestone

9


limestone

10


limestone

11

19.00 20.00 1.00 0.95 Greyfine grained fractured limestone

12

20.00 21.00 1.00 0.80 Greyfine grained fractured limestone

13

21.00 22.00 1.00 0.80 Greyfine grained Shaly fractured limestone

14

22.00 23.00 1.00 0.85 Greyfine grained Shaly fractured limestone

15

23.00 24.00 1.00 0.80 Greyfine grained Shaly fractured

limestone

16

24.00 25.00 1.00 0.90 Alternate bads of limestone & shale

25.00 26.00 1.00 0.85 "

26.00 27.00 1.00 0.85 "

27.00 28.00 1.00 0.90 "

28.00 29.00 1.00 0.95 "

29.00 30.00 1.00 0.95

30.00 31.00 1.00 0.90 Shale

31.00 32.00 1.00 0.90 "

32.00 33.00 1.00 0.60 Alternate bands of shale limestone

33.00 34.00 1.00 0.70 "

34.00 35.00 1.00 0.60 "


148 of 232

44


Total Depth 36.30 m


1 2 3 4 5 6 7 8 9 10



limestone

1


2


3


4


5


limestone

6


limestone

7


limestone

8


limestone

9


10


11


12


13


limestone

14


limestone

15


limestone

17.00 18.00 1.00 0.65 "

18.00 19.00 1.00 0.85 "

19.00 20.00 1.00 0.80 "

20.00 21.00 1.00 0.55 "

21.00 22.00 1.00 0.80 "

22.00 23.00 1.00 0.60 "

23.00 24.00 1.00 0.30 "

24.00 25.00 1.00 0.35 "

25.00 26.00 1.00 0.65 "

26.00 27.00 1.00 0.60 "


limestone

28.00 29.00 1.00 0.80 Alternate band of shale & limestone

29.00 30.00 1.00 0.80 "

30.00 31.00 1.00 0.80 "

31.00 32.00 1.00 0.85 "

32.00 33.00 1.00 0.80 "

149 of 232

45

33.00 34.00 1.00 0.86 "

34.00 35.00 1.00 0.90 "

35.00 36.00 1.00 0.25 "

36.00 36.30 0.30 0.25 "


150 of 232

46


Total Depth 40 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "

4.00 5.00 1.00 Nil "

5.00 6.00 1.00 Nil "

6.00 7.00 1.00 Nil "

7.00 8.00 1.00 Nil "

8.00 9.00 1.00 Nil "

9.00 10.00 1.00 Nil "

10.00 11.00 1.00 Nil "

11.00 12.00 1.00 Nil "


brownish grey limestone

1



2



3


limestone

4

16.00 17.00 1.00 0.60 Shale

17.00 18.00 1.00 Nil Clay

18.00 19.00 1.00 0.60 Shale


limestone

5

20.00 21.00 1.00 0.80 " 6

21.00 22.00 1.00 0.80 " 7

22.00 23.00 1.00 0.80 " 8

23.00 24.00 1.00 0.65 " 9

24.00 25.00 1.00 0.65 " 10

25.00 26.00 1.00 0.65 " 11

26.00 27.00 1.00 0.75 " 12

27.00 28.00 1.00 0.35 " 13


limestone

14

29.00 30.00 1.00 0.80 " 15

30.00 31.00 1.00 0.80 " 16

31.00 32.00 1.00 0.80 " 17

32.00 33.00 1.00 0.80 " 18

33.00 34.00 1.00 0.40 " 19


limestone

20

35.00 36.00 1.00 0.30 Shale

36.00 37.00 1.00 0.20 Shale

37.00 38.00 1.00 0.15 Shale

38.00 40.00 2.00 Nil Clay


151 of 232

47


Total Depth 40 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "

4.00 5.00 1.00 Nil "

5.00 6.00 1.00 0.50 Shale

6.00 7.00 1.00 0.50 "

7.00 8.00 1.00 0.60 "

8.00 9.00 1.00 0.80 "

9.00 10.00 1.00 0.90 "

10.00 11.00 1.00 0.50 "

11.00 12.00 1.00 0.90 "

12.00 13.00 1.00 0.70 "

13.00 14.00 1.00 0.80 "

14.00 15.00 1.00 0.60 "

15.00 16.00 1.00 0.60 "

16.00 17.00 1.00 0.60 "

17.00 18.00 1.00 0.80 "

18.00 19.00 1.00 0.80 Brownish grey fine grained Shaly fractured limestone

1


2


3


fractured limestone

4


fractured limestone

5


fractured limestone

6

24.00 25.00 1.00 0.70 Shale

25.00 26.00 1.00 0.70 grey fine grained fractured limestone

7

26.00 27.00 1.00 0.90 " 8

27.00 28.00 1.00 0.90 " 9

28.00 29.00 1.00 0.90 " 10

29.00 30.00 1.00 0.90 " 11

30.00 31.00 1.00 0.90 " 12

31.00 32.00 1.00 0.95 " 13


14

33.00 34.00 1.00 0.90 " 15

34.00 35.00 1.00 0.85 " 16

35.00 36.00 1.00 0.80 " 17

36.00 37.00 1.00 0.80 " 18

37.00 38.00 1.00 0.80 " 19

38.00 39.00 1.00 1.00 38.00 38.40 0.40 0.40 " 20

38.40 39.00 0.60 0.60 Shale

39.00 40.00 1.00 1.00 Shale


152 of 232

48


Total Depth 30 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "

4.00 5.00 1.00 Nil "

5.00 6.00 1.00 Nil "

6.00 7.00 1.00 Nil "

7.00 8.00 1.00 Nil "

8.00 9.00 1.00 Nil "

9.00 10.00 1.00 Nil "

10.00 11.00 1.00 Nil "

11.00 12.00 1.00 Nil "

12.00 13.00 1.00 0.25 12.00 12.75 0.75 Nil "


13.00 14.00 1.00 0.30 Shale


limestone with cavity water loss

1

15.00 16.00 1.00 0.15 " 2


limestone

3



4

18.00 19.00 1.00 0.60 " 5

19.00 20.00 1.00 0.55 " 6

20.00 21.00 1.00 0.35 " 7


limestone

8

22.00 23.00 1.00 0.40 " with cavity 9

23.00 24.00 1.00 0.25 " with clay at bottom 10

24.00 25.00 1.00 0.40 " 11

25.00 26.00 1.00 0.75 grey fine grained fractured

limestone

12

26.00 27.00 1.00 0.15 " with clay at bottom 13

27.00 30.00 3.00 Nil Clay


153 of 232

49


Total Depth 29.40 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "


limestone

1

5.00 6.00 1.00 1.00 " 2

6.00 7.00 1.00 1.00 " 3

7.00 8.00 1.00 0.90 " 4

8.00 9.00 1.00 0.80 " 5

9.00 10.00 1.00 0.90 " 6

10.00 11.00 1.00 0.90 " 7


limestone

12.00 13.00 1.00 0.80 "

13.00 14.00 1.00 0.85 "

14.00 15.00 1.00 0.80 "

15.00 16.00 1.00 0.80 "

16.00 17.00 1.00 0.80 "


limestone

18.00 19.00 1.00 0.80 "

19.00 20.00 1.00 0.85 "

20.00 21.00 1.00 0.80 Shale

21.00 22.00 1.00 0.75 "

22.00 23.00 1.00 0.71 "

23.00 24.00 1.00 0.60 "

24.00 25.00 1.00 0.50 Alternate bands of shale & limestone

25.00 26.00 1.00 0.55 "

26.00 27.00 1.00 0.60 Shale

27.00 28.00 1.00 0.60 "

28.00 29.40 1.40 0.80 "


154 of 232

50


Total Depth 34.00 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "

4.00 5.00 1.00 Nil "

5.00 6.00 1.00 Nil "

6.00 7.00 1.00 Nil "

7.00 8.00 1.00 Nil "

8.00 9.00 1.00 Nil "

9.00 10.00 1.00 0.55 Shale

10.00 11.00 1.00 0.70 "

11.00 12.00 1.00 0.65 "

12.00 13.00 1.00 0.80 "

13.00 14.00 1.00 0.60 "

14.00 15.00 1.00 0.50 "

15.00 16.00 1.00 0.70 "

16.00 17.00 1.00 0.80 "

17.00 18.00 1.00 0.70 "

18.00 19.00 1.00 0.65 "

19.00 20.00 1.00 0.75 "

20.00 21.00 1.00 0.70 "

21.00 22.00 1.00 0.75 "

22.00 23.00 1.00 0.60 "

23.00 24.00 1.00 Nil Clay

24.00 25.00 1.00 Nil "

25.00 26.00 1.00 0.75 "

26.00 27.00 1.00 0.75 "

27.00 28.00 1.00 0.80 Brownish Grey fine grained

fractured limestone

1

28.00 29.00 1.00 0.80 " 2

29.00 30.00 1.00 0.80 " 3

30.00 31.00 1.00 0.80 " 4

31.00 32.00 1.00 0.50 " 5

32.00 34.00 2.00 Nil Clay


155 of 232

51


Total Depth 30 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "

4.00 5.00 1.00 Nil "

5.00 6.00 1.00 Nil "

6.00 7.00 1.00 Nil "

7.00 8.00 1.00 Nil "

8.00 9.00 1.00 Nil "

9.00 10.00 1.00 0.40 Shale

10.00 11.00 1.00 0.40 "

11.00 12.00 1.00 0.30 "

12.00 13.00 1.00 0.80 Brownish Grey fine grained

fractured limestone

1

13.00 14.00 1.00 0.80 " 2

14.00 15.00 1.00 0.80 " 3


limestone

4

16.00 17.00 1.00 0.30 Shale

17.00 18.00 1.00 0.40 "

18.00 19.00 1.00 0.20 18.00 18.90 0.90 0.10 "

18.90 19.00 0.10 0.10 Grey fine grained Shaly limestone 5


20.00 21.00 1.00 0.20 Shale



7



8



9



10


11


12

27.00 30.00 3.00 Nil Clay


156 of 232

52


Total Depth 35 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "

4.00 5.00 1.00 Nil "

5.00 6.00 1.00 Nil "

6.00 7.00 1.00 Nil "

7.00 8.00 1.00 Nil "

8.00 9.00 1.00 Nil "

9.00 10.00 1.00 0.10 9.00 9.90 0.90 Nil "




1


2


3


4


5



6



7



8



9


10

20.00 21.00 1.00 0.40 Grey fine grained Shaly fractured limestone with cavity

11

21.00 22.00 1.00 0.45 Grey fine grained Shaly fractured limestone with cavity

12


13



14



15



16



17

27.00 28.00 1.00 0.50 Shale

28.00 29.00 1.00 0.60 28.00 28.80 0.80 0.40 "


29.00 30.00 1.00 0.90 " 18

30.00 31.00 1.00 0.90 " 19

157 of 232

53


limestone

20

32.00 33.00 1.00 0.80 32.00 32.80 0.80 0.75 " 21

32.80 33.00 0.20 0.05 Shale

33.00 34.00 1.00 0.50 "

34.00 35.00 1.00 0.60 "


158 of 232

54


Total Depth 40 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "

4.00 5.00 1.00 Nil "

5.00 6.00 1.00 Nil "

6.00 7.00 1.00 Nil "

7.00 8.00 1.00 Nil "

8.00 9.00 1.00 Nil "

9.00 10.00 1.00 0.10 "

10.00 11.00 1.00 Nil "

11.00 12.00 1.00 0.30 11.00 11.70 0.70 Nil "


limestone

12.00 13.00 1.00 0.80 "

13.00 14.00 1.00 0.80 "

14.00 15.00 1.00 0.20 14.00 14.10 0.10 0.10 "

14.10 14.90 0.90 Nil Clay


15.00 16.00 1.00 0.40 "

16.00 19.00 3.00 Nil Clay

19.00 22.00 3.00 0.25 19.00 19.25 0.25 0.22 Grey fine grained fractured

limestone

19.25 22.00 2.75 Nil Clay


limestone

23.00 25.00 2.00 0.75 23.00 23.80 0.80 0.75 "

23.80 25.00 1.20 Nil Clay


limestone

25.30 26.00 0.70 Nil Clay


limestone

26.35 27.00 0.65 Nil Clay

27.00 28.00 1.00 0.50 27.00 27.55 0.55 0.50 Grey fine grained fractured limestone

1

27.55 28.00 0.45 Nil Clay


2

29.00 30.00 1.00 0.50 " 3

30.00 31.00 1.00 0.75 " 4

31.00 32.00 1.00 0.83 " 5

32.00 33.00 1.00 0.70 " 6

33.00 34.00 1.00 0.75 " 7

34.00 35.00 1.00 0.75 " 8

35.00 37.50 2.50 0.50 35.00 35.55 0.55 0.50 " 9

35.55 37.50 1.95 Nil clay

37.50 40.00 2.50 0.65 shale


159 of 232

55


Total Depth 31 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 0.30 Shale

4.00 5.00 1.00 0.50 "

5.00 6.00 1.00 0.90 "

6.00 7.00 1.00 0.80 "

7.00 8.00 1.00 0.80 "


1

9.00 10.00 1.00 0.90 " 2

10.00 11.00 1.00 0.95 " 3

11.00 12.00 1.00 1.00 " 4

12.00 13.00 1.00 1.00 " 5

13.00 14.00 1.00 1.00 " 6

14.00 15.00 1.00 1.00 " 7

15.00 16.00 1.00 1.00 " 8


limestone

9


limestone

10


limestone

11


limestone

12


limestone

13


14


15


16


17

25.00 26.00 1.00 0.60 Shale

26.00 27.00 1.00 0.60 "

27.00 28.00 1.00 0.60 "

28.00 31.00 3.00 1.50 "


160 of 232

56


Total Depth 36 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.05 1.05 Nil "

3.05 3.65 0.60 0.50 Shale

3.65 5.00 1.35 0.80 "

5.00 6.00 1.00 0.40 "

6.00 7.00 1.00 0.40 "

7.00 8.00 1.00 0.80 "

8.00 9.00 1.00 1.00 "

9.00 10.00 1.00 0.90 "

10.00 11.00 1.00 0.90 10.00 10.70 0.70 0.65 "


limestone


1


2


3


4


limestone

5


limestone

6


limestone

7


limestone

8


9


10


11


12


limestone

13


limestone

14


limestone

15


limestone

16


limestone

17


18

29.00 30.00 1.00 0.80 Shale

161 of 232

57

30.00 31.00 1.00 0.80 "

31.00 32.00 1.00 0.80 "

32.00 33.00 1.00 0.50 Shale

33.00 34.00 1.00 0.80 "

34.00 35.00 1.00 0.50 "

35.00 36.00 1.00 0.50 "


162 of 232

58


Total Depth 40 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 Nil "

3.00 4.00 1.00 Nil "

4.00 5.00 1.00 Nil "

5.00 6.10 1.10 Nil "

6.10 7.65 1.55 0.20 Shale

7.65 9.00 1.35 0.40 "

9.00 10.00 1.00 0.40 "

10.00 11.00 1.00 0.40 "

11.00 12.00 1.00 0.60 "

12.00 13.00 1.00 0.60 "

13.00 14.00 1.00 0.90 "

14.00 15.00 1.00 0.95 "


limestone

1

16.00 17.00 1.00 0.90 " 2

17.00 18.00 1.00 1.00 " 3

18.00 19.00 1.00 0.90 " 4

19.00 20.00 1.00 0.90 " 5

20.00 21.00 1.00 0.95 " 6



limestone

8

23.00 24.00 1.00 1.00 " 9

24.00 25.00 1.00 1.00 " 10

25.00 26.00 1.00 1.00 " 11

26.00 27.00 1.00 0.90 " 12

27.00 28.00 1.00 0.85 " 13

28.00 29.00 1.00 0.85 " 14

29.00 30.00 1.00 0.85 " 15


31.00 32.00 1.00 1.00 " 17

32.00 33.00 1.00 0.90 " 18

33.00 34.00 1.00 0.85 " 19

34.00 35.00 1.00 0.90 Alternate bands of shale & limestone

35.00 36.00 1.00 0.90 Shale

36.00 37.00 1.00 0.90 "

37.00 38.00 1.00 0.90 "

38.00 39.00 1.00 0.90 "

39.00 40.00 1.00 0.90 "


163 of 232

59


Total Depth 32 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.00 1.00 0.80 "

3.00 4.00 1.00 0.90 "

4.00 5.00 1.00 0.80 "

5.00 6.00 1.00 1.00 "

6.00 7.00 1.00 0.90 "

7.00 8.00 1.00 1.00 "

8.00 9.00 1.00 0.50 Shale

9.00 10.00 1.00 0.50 "


11.00 12.00 1.00 1.00 "

12.00 13.00 1.00 1.00 "

13.00 14.00 1.00 0.70 "

14.00 15.00 1.00 1.00 "

15.00 16.00 1.00 0.50 "

16.00 17.00 1.00 0.50 "

17.00 18.00 1.00 0.80 "

18.00 19.00 1.00 0.85 "

19.00 20.00 1.00 1.00 "

20.00 21.00 1.00 0.90 "

21.00 22.00 1.00 0.60 21.00 21.20 0.20 0.20 "

21.20 22.00 0.80 0.40 Shale


limestone

23.00 24.00 1.00 0.60 "

24.00 25.00 1.00 0.50 "

25.00 26.00 1.00 0.60 "

26.00 27.00 1.00 0.60 "

27.00 28.00 1.00 0.65 "

28.00 29.00 1.00 0.70 "

29.00 30.00 1.00 0.80 Shale

30.00 31.00 1.00 0.80 "

31.00 32.00 1.00 0.83 "


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Total Depth 33.00 m


1 2 3 4 5 6 7 8 9 10


1.00 2.00 1.00 Nil "

2.00 3.05 1.05 Nil "

3.05 4.55 1.50 0.20 3.05 4.35 1.30 Nil "



2

6.00 7.00 1.00 0.80 " 3

7.00 8.00 1.00 0.90 " 4

8.00 9.00 1.00 0.90 8.00 8.45 0.45 Nil Clay


5


6


limestone

7


limestone

8


limestone

9


limestone

10


limestone

11


12


13


14


15


limestone

16


limestone

17


limestone

18

21.80 22.00 0.20 Nil Clay


limestone

19

23.00 24.00 1.00 0.60 23.00 23.35 0.35 Nil Clay

23.35 24.00 0.65 0.60 Shale


limestone

20

25.00 26.95 1.95 1.50 " 21,22

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26.95 28.00 1.05 0.90 " 23

28.00 29.00 1.00 0.80 " 24

29.00 30.00 1.00 0.82 " 25

30.00 31.00 1.00 0.87 Shale

31.00 32.00 1.00 0.85 "

32.00 33.00 1.00 0.83 "


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Ghuinsa Satna G2 Limestone - mineralresources.mpP… · potential block of Limestone which tunes to...

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