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1
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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131 o
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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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 -
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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132 o
f 232
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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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 -
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
18.00 19.00 1.00 0.82 Brownish grey fine grained fractured limestone
4
19.00 20.00 1.00 0.89 Brownish grey fine grained fractured limestone
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
25.00 26.00 1.00 0.64 Grey fine grained fractured limestone with cavity
11
26.00 27.00 1.00 0.75 Grey fine grained fractured limestone
12
27.00 28.00 1.00 0.82 Grey fine grained fractured limestone
13
28.00 29.00 1.00 0.78 Grey fine grained fractured
limestone
14
29.00 30.00 1.00 0.90 Grey fine grained fractured
limestone
15
136 of 232
32
30.00 31.00 1.00 0.93 Grey fine grained fractured
limestone
16
31.00 32.00 1.00 0.72 Grey fine grained Shaly fractured
limestone
17
32.00 33.00 1.00 0.51 Grey fine grained fractured
limestone
18
33.00 34.00 1.00 0.68 Grey fine grained fractured
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
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 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
2.00 3.00 1.00 1.00 Grey fine grained limestone 2
3.00 4.00 1.00 0.95 Grey fine grained limestone 3
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
22.00 23.00 1.00 0.90 Grey fine grained fractured limestone
5
23.00 24.00 1.00 1.00 Grey file grained limestone 6
24.00 25.00 1.00 0.90 Grey fine grained fractured limestone
7
25.00 26.00 1.00 0.90 Grey fine grained fractured limestone
8
26.00 27.00 1.00 0.90 Grey fine grained fractured limestone
9
27.00 28.00 1.00 0.90 Grey fine grained fractured limestone
10
28.00 29.00 1.00 1.00 Grey fine grained limestone 11
29.00 30.00 1.00 0.85 Grey fine grained fractured limestone
12
30.00 31.00 1.00 0.80 Grey fine grained fractured limestone
13
31.00 32.00 1.00 0.86 Grey fine grained fractured limestone
14
138 of 232
34
32.00 33.00 1.00 0.95 Grey fine grained fractured
limestone
15
33.00 34.00 1.00 0.95 Grey fine grained Shaly fractured
limestone
16
34.00 35.00 1.00 0.80 Grey fine grained fractured
limestone
17
35.00 35.50 0.50 0.50 Grey fine grained fractured
limestone
18
Borehole closed at 35.50 m.
139 of 232
35
Bore Hole No. -GH 3 Drill No.- 17 Reduced Level - Date of starting 30.11.10 320.500 m Date of Closing 13.12.10
Total Depth 30.55 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 0.30 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
6.00 7.00 1.00 0.90 Greyfine grained fractured
limestone
3
7.00 8.00 1.00 1.00 Greyfine grained fractured
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
Borehole closed at 30.55 m.
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Bore Hole No. -GH 4 Drill No.- 16 Reduced Level - Date of starting 08.12.10 319.020 m Date of Closing 21.12.10
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 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
16.00 17.00 1.00 1.00 Grey fine grained limestone 1
17.00 18.00 1.00 0.90 Grey fine grained fractured
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
20.15 20.85 0.70 0.65 Grey fine grained fractured limestone
4
20.85 21.00 0.15 0.05 Shale
21.00 22.00 1.00 0.70 Alternate bands of limestone &
shale
22.00 23.00 1.00 0.85 Grey fine grained fractured
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
Borehole closed at 34.00 m.
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Bore Hole No. -GH 5 Drill No.- 15 Reduced Level - Date of starting 10.12.10 320.160 m Date of Closing 22.12.11
Total Depth 35 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 Nil Alluvium
2.00 3.50 1.50 1.20 Grey fine grained fractured
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
6.00 7.00 1.00 0.74 Alternate bands of limestone &
shale
7.00 8.00 1.00 0.67 "
8.00 9.00 1.00 0.62 "
9.00 10.00 1.00 0.83 Grey fine grained fractured
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 "
Borehole closed at 35.00 m.
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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
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 2.30 1.30 Nil Alluvium
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 "
6.40 7.00 0.60 0.50 Grey fine grained fractured limestone
1
7.00 8.00 1.00 0.80 Grey fine grained fractured limestone
2
8.00 9.00 1.00 0.91 Grey fine grained fractured limestone
3
9.00 10.00 1.00 0.92 Grey fine grained fractured limestone
4
10.00 11.00 1.00 0.96 Grey fine grained fractured
limestone
5
11.00 12.00 1.00 0.95 Grey fine grained fractured
limestone
6
12.00 13.00 1.00 0.96 Grey fine grained fractured
limestone
7
13.00 14.00 1.00 0.97 Grey fine grained fractured
limestone
8
14.00 15.00 1.00 0.96 Grey fine grained fractured limestone
9
15.00 16.00 1.00 0.92 Grey fine grained fractured limestone
10
16.00 17.00 1.00 0.91 Grey fine grained fractured limestone
11
17.00 18.00 1.00 0.86 Grey fine grained fractured limestone
12
18.00 19.00 1.00 0.80 Grey fine grained fractured
limestone
13
19.00 20.00 1.00 0.84 Grey fine grained Shaly fractured
limestone
14
20.00 21.00 1.00 0.93 Grey fine grained Shaly fractured
limestone
15
21.00 22.00 1.00 0.87 Grey fine grained fractured
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
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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
Borehole closed at 32.00 m.
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Bore Hole No. -GH 8 Drill No.- 16 Reduced Level - Date of starting 22.12.10 320.470 m Date of Closing 06.01.11
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 0.70 Grey fine grained fractured
limestone
1
2.00 3.00 1.00 1.00 Grey fine grained fractured limestone
2
3.00 4.00 1.00 0.90 Grey fine grained fractured limestone
3
4.00 5.00 1.00 0.80 Grey fine grained fractured limestone
4
5.00 6.00 1.00 0.85 Grey fine grained Shaly fractured limestone
5
6.00 7.00 1.00 0.90 Grey fine grained Shaly fractured
limestone
6
7.00 8.00 1.00 1.00 Grey fine grained fractured
limestone
7
8.00 9.00 1.00 0.95 Grey fine grained fractured
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 "
28.15 29.00 0.85 0.80 Brownish grey fine grained
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 "
Borehole closed at 34.00 m.
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Bore Hole No. -GH 9 Drill No.- 17 Reduced Level - Date of starting 06.01.11 319.710 m Date of Closing 17.01.11
Total Depth 35 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 Nil Alluvium
2.00 3.00 1.00 Nil "
3.00 4.00 1.00 0.30 Boulder limestone 1
4.00 5.00 1.00 Nil Alluvium
5.00 6.00 1.00 0.15 5.00 5.85 0.85 Nil "
5.85 6.00 0.15 0.15 Grey fine grained limestone
6.00 7.00 1.00 Nil Alluvium
7.00 8.00 1.00 0.20 7.00 7.80 0.80 Nil Alluvium
7.80 8.00 0.20 0.20 Grey fine grained limestone
8.00 9.00 1.00 0.35 8.00 8.65 0.65 Nil Alluvium
8.65 9.00 0.35 0.35 Grey fine grained limestone 2
9.00 10.00 1.00 0.80 Grey fine grained fractured
limestone
3
10.00 11.00 1.00 0.55 Grey fine grained fractured
limestone with cavity
4
11.00 12.00 1.00 0.90 Greyfine grained fractured
limestone with cavity
5
12.00 13.00 1.00 0.45 Greyfine grained fractured
limestone with cavity
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
15.26 16.00 0.74 0.54 Grey fine grained fractured limestone
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
18.00 19.00 1.00 0.85 Grey fine grained fractured limestone
12
19.00 20.00 1.00 0.75 Grey fine grained fractured
limestone
13
20.00 21.00 1.00 0.80 Grey fine grained fractured
limestone
14
21.00 22.00 1.00 0.80 Grey fine grained Shaly fractured
limestone
15
22.00 23.00 1.00 1.00 Grey fine grained Shaly fractured
limestone
16
23.00 24.00 1.00 0.60 Grey fine grained fractured
limestone
17
24.00 25.00 1.00 0.50 Grey fine grained fractured limestone
18
25.00 26.00 1.00 0.55 Grey fine grained fractured limestone
19
26.00 27.00 1.00 0.90 Grey fine grained fractured limestone
20
27.00 28.00 1.00 0.90 Grey fine grained fractured 21
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42
limestone
28.00 29.00 1.00 0.90 Grey fine grained fractured limestone
22
29.00 30.00 1.00 0.35 29.00 29.85 0.85 0.20 Shale & clay
29.85 30.00 0.15 0.15 Grey fine grained fractured
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 "
Borehole closed at 35.00 m.
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Bore Hole No. -GH 11 Drill No.- 15 Reduced Level - Date of starting 09.01.11 319.720 m Date of Closing 19.01.11
Total Depth 35 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 Nil Alluvium
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 "
7.00 8.00 1.00 Nil Alluvium
8.00 9.00 1.00 Nil "
9.00 10.00 1.00 0.40 9.00 9.60 0.60 Nil "
9.60 10.00 0.40 0.40 Grey fine grained limestone 2
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
15.00 16.00 1.00 0.70 Greyfine grained fractured
limestone
8
16.00 17.00 1.00 0.90 Greyfine grained fractured
limestone
9
17.00 18.00 1.00 0.90 Greyfine grained fractured
limestone
10
18.00 19.00 1.00 0.92 Greyfine grained fractured
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 "
Borehole closed at 35.00 m.
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44
Bore Hole No. -GH 12 Drill No.- 17 Reduced Level - Date of starting 20.01.11 320.360 m Date of Closing 31.01.11
Total Depth 36.30 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 0.80 Grey fine grained fractured
limestone
1
2.00 3.00 1.00 0.80 Grey fine grained fractured limestone
2
3.00 4.00 1.00 0.80 Grey fine grained fractured limestone
3
4.00 5.00 1.00 0.50 Grey fine grained fractured limestone
4
5.00 6.00 1.00 0.60 Grey fine grained fractured limestone
5
6.00 7.00 1.00 0.60 Grey fine grained Shaly fractured
limestone
6
7.00 8.00 1.00 0.60 Grey fine grained Shaly fractured
limestone
7
8.00 9.00 1.00 0.80 Grey fine grained Shaly fractured
limestone
8
9.00 10.00 1.00 0.50 Grey fine grained fractured
limestone
9
10.00 11.00 1.00 0.80 Grey fine grained fractured limestone
10
11.00 12.00 1.00 0.70 Grey fine grained fractured limestone
11
12.00 13.00 1.00 0.90 Grey fine grained fractured limestone
12
13.00 14.00 1.00 0.70 Grey fine grained fractured limestone
13
14.00 15.00 1.00 0.40 Grey fine grained fractured
limestone
14
15.00 16.00 1.00 0.90 Grey fine grained fractured
limestone
15
16.00 17.00 1.00 0.40 Alternate bands of shale &
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 "
27.00 28.00 1.00 0.65 Grey fine grained fractured
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 "
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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 "
Borehole closed at 36.30 m.
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46
Bore Hole No. -GH 16 Drill No.- 17 Reduced Level - Date of starting 08.02.11 318.000 m Date of Closing 18.02.11
Total Depth 40 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 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 0.85 Grey fine grained fractured
brownish grey limestone
1
13.00 14.00 1.00 0.60 Grey fine grained Shaly fractured
brownish grey limestone
2
14.00 15.00 1.00 0.75 Grey fine grained fractured
brownish grey limestone
3
15.00 16.00 1.00 0.85 Grey fine grained fractured
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
19.00 20.00 1.00 0.65 Grey fine grained fractured
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
28.00 29.00 1.00 0.60 Grey fine grained fractured
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
34.00 35.00 1.00 0.80 Grey fine grained fractured
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
Borehole closed at 40.00 m.
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47
Bore Hole No. -GH 17 Drill No.- 16 Reduced Level - Date of starting 09.02.11 317.010 m Date of Closing 23.02.11
Total Depth 40 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 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
19.00 20.00 1.00 0.80 Brownish grey fine grained fractured limestone
2
20.00 21.00 1.00 0.70 Brownish grey fine grained fractured limestone
3
21.00 22.00 1.00 0.80 Brownish grey fine grained
fractured limestone
4
22.00 23.00 1.00 0.80 Brownish grey fine grained
fractured limestone
5
23.00 24.00 1.00 0.90 Brownish grey fine grained
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
32.00 33.00 1.00 0.95 Grey fine grained fractured limestone
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
Borehole closed at 40.00 m.
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48
Bore Hole No. -GH 18 Drill No.- 17 Reduced Level - Date of starting 19.02.11 317.390 m Date of Closing 27.02.11
Total Depth 30 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 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 "
12.75 13.00 0.25 0.25 Grey fine grained fractured limestone
13.00 14.00 1.00 0.30 Shale
14.00 15.00 1.00 0.15 Grey fine grained fractured
limestone with cavity water loss
1
15.00 16.00 1.00 0.15 " 2
16.00 17.00 1.00 0.80 Grey fine grained fractured
limestone
3
17.00 18.00 1.00 0.35 Grey fine grained fractured
limestone with cavity
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
21.00 22.00 1.00 0.60 Grey fine grained fractured
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
Borehole closed at 30.00 m.
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49
Bore Hole No. -GH 19 Drill No.- 16 Reduced Level - Date of starting 24.02.11 320.040 m Date of Closing 28.02.11
Total Depth 29.40 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 Nil "
2.00 3.00 1.00 Nil "
3.00 4.00 1.00 Nil "
4.00 5.00 1.00 0.90 Grey fine grained fractured
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
11.00 12.00 1.00 0.60 Alternate bands of shale &
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 "
17.00 18.00 1.00 0.80 Alternate bands of shale &
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 "
Borehole closed at 29.40 m.
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Bore Hole No. -GH 20 Drill No.- 17 Reduced Level - Date of starting 28.02.11 318.530 m Date of Closing 05.03.11
Total Depth 34.00 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 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
Borehole closed at 34.00 m.
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Bore Hole No. -GH 21 Drill No.- 16 Reduced Level - Date of starting 01.03.11 317.760 m Date of Closing 03.09.11
Total Depth 30 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 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
15.00 16.00 1.00 0.50 Grey fine grained fractured
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
19.00 20.00 1.00 0.80 Grey fine grained limestone 6
20.00 21.00 1.00 0.20 Shale
21.00 22.00 1.00 0.30 Grey fine grained Shaly fractured
limestone with cavity
7
22.00 23.00 1.00 0.50 Grey fine grained fractured
limestone with cavity
8
23.00 24.00 1.00 0.50 Grey fine grained fractured
limestone with cavity
9
24.00 25.00 1.00 0.30 Grey fine grained fractured
limestone with cavity
10
25.00 26.00 1.00 0.50 Grey fine grained fractured limestone with cavity
11
26.00 27.00 1.00 0.50 Grey fine grained fractured limestone with cavity
12
27.00 30.00 3.00 Nil Clay
Borehole closed at 30.00 m.
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Bore Hole No. -GH 22 Drill No.- 16 Reduced Level - Date of starting 04.03.11 317.580 m Date of Closing 07.09.11
Total Depth 35 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 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 "
9.90 10.00 0.10 0.10 Grey fine grained limestone
10.00 11.00 1.00 0.52 Grey fine grained fractured
limestone with cavity
1
11.00 12.00 1.00 0.30 Grey fine grained fractured limestone with cavity
2
12.00 13.00 1.00 0.10 Grey fine grained fractured limestone with cavity
3
13.00 14.00 1.00 0.10 Grey fine grained fractured limestone with cavity
4
14.00 15.00 1.00 0.40 Grey fine grained fractured limestone with cavity
5
15.00 16.00 1.00 0.30 Grey fine grained fractured
limestone with cavity
6
16.00 17.00 1.00 0.40 Grey fine grained fractured
limestone with cavity
7
17.00 18.00 1.00 0.50 Grey fine grained fractured
limestone with cavity
8
18.00 19.00 1.00 0.30 Grey fine grained fractured
limestone with cavity
9
19.00 20.00 1.00 0.50 Grey fine grained fractured limestone with cavity
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
22.00 23.00 1.00 0.50 Grey fine grained fractured limestone with cavity
13
23.00 24.00 1.00 0.50 Grey fine grained Shaly fractured
limestone with cavity
14
24.00 25.00 1.00 0.30 Grey fine grained fractured
limestone with cavity
15
25.00 26.00 1.00 0.60 Grey fine grained fractured
limestone with cavity
16
26.00 27.00 1.00 0.50 Grey fine grained fractured
limestone with cavity
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 "
28.80 29.00 0.20 0.20 Grey fine grained limestone
29.00 30.00 1.00 0.90 " 18
30.00 31.00 1.00 0.90 " 19
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31.00 32.00 1.00 0.80 Grey fine grained fractured
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 "
Borehole closed at 35.00 m.
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Bore Hole No. -GH 23 Drill No.- 17 Reduced Level - Date of starting 06.03.11 318.980 m Date of Closing 13.03.11
Total Depth 40 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 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 "
11.70 12.00 0.30 0.30 Grey fine grained fractured
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
14.90 15.00 0.10 0.10 Grey fine grained limestone
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
22.00 23.00 1.00 0.65 Grey fine grained fractured
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
25.00 26.00 1.00 0.20 25.00 25.30 0.30 0.25 Grey fine grained fractured
limestone
25.30 26.00 0.70 Nil Clay
25.00 26.00 1.00 0.30 26.00 26.35 0.35 0.30 Grey fine grained fractured
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
28.00 29.00 1.00 0.80 Grey fine grained fractured limestone
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
Borehole closed at 40.00 m.
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Bore Hole No. -GH 24 Drill No.- 17 Reduced Level - Date of starting 07.03.11 321.090 m Date of Closing 10.03.11
Total Depth 31 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 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 "
8.00 9.00 1.00 0.80 Grey fine grained fractured limestone
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
16.00 17.00 1.00 0.90 Grey fine grained fractured
limestone
9
17.00 18.00 1.00 1.00 Grey fine grained fractured
limestone
10
18.00 19.00 1.00 1.00 Grey fine grained fractured
limestone
11
19.00 20.00 1.00 0.90 Grey fine grained Shaly fractured
limestone
12
20.00 21.00 1.00 0.90 Grey fine grained Shaly fractured
limestone
13
21.00 22.00 1.00 0.90 Grey fine grained Shaly fractured limestone
14
22.00 23.00 1.00 0.85 Grey fine grained fractured limestone
15
23.00 24.00 1.00 0.90 Grey fine grained fractured limestone
16
24.00 25.00 1.00 0.80 Grey fine grained fractured limestone
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 "
Borehole closed at 31.00 m.
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Bore Hole No. -GH 25 Drill No.- 16 Reduced Level - Date of starting 11.03.11 322.420 m Date of Closing 15.03.11
Total Depth 36 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 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 "
10.70 11.00 0.30 0.25 Grey fine grained fractured
limestone
11.00 12.00 1.00 0.90 Grey fine grained fractured limestone
1
12.00 13.00 1.00 0.80 Grey fine grained fractured limestone
2
13.00 14.00 1.00 0.90 Grey fine grained fractured limestone
3
14.00 15.00 1.00 0.90 Grey fine grained fractured limestone
4
15.00 16.00 1.00 0.90 Grey fine grained fractured
limestone
5
16.00 17.00 1.00 1.00 Grey fine grained fractured
limestone
6
17.00 18.00 1.00 0.90 Grey fine grained fractured
limestone
7
18.00 19.00 1.00 0.80 Grey fine grained Shaly fractured
limestone
8
19.00 20.00 1.00 0.75 Grey fine grained Shaly fractured limestone
9
20.00 21.00 1.00 1.00 Grey fine grained Shaly fractured limestone
10
21.00 22.00 1.00 0.85 Grey fine grained fractured limestone
11
22.00 23.00 1.00 0.90 Grey fine grained Shaly fractured limestone
12
23.00 24.00 1.00 0.85 Grey fine grained Shaly fractured
limestone
13
24.00 25.00 1.00 0.75 Grey fine grained Shaly fractured
limestone
14
25.00 26.00 1.00 0.80 Grey fine grained fractured
limestone
15
26.00 27.00 1.00 0.85 Grey fine grained fractured
limestone
16
27.00 28.00 1.00 0.85 Grey fine grained fractured
limestone
17
28.00 29.00 1.00 0.90 Grey fine grained Shaly fractured limestone
18
29.00 30.00 1.00 0.80 Shale
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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 "
Borehole closed at 36.00 m.
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Bore Hole No. -GH 27 Drill No.- 16 Reduced Level - Date of starting 16.03.11 323.360 m Date of Closing 24.03.11
Total Depth 40 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 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 "
15.00 16.00 1.00 0.80 Grey fine grained fractured
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
21.00 22.00 1.00 1.00 Grey fine grained limestone 7
22.00 23.00 1.00 0.90 Grey fine grained fractured
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
30.00 31.00 1.00 1.00 Grey fine grained limestone 16
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 "
Borehole closed at 40.00 m.
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Bore Hole No. -GH 29 Drill No.- 16 Reduced Level - Date of starting 27.03.11 321.680 m Date of Closing 30.03.11
Total Depth 32 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 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 "
10.00 11.00 1.00 1.00 Grey fine grained fractured limestone
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
22.00 23.00 1.00 0.50 Alternate bands of 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 "
Borehole closed at 32.00 m.
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Bore Hole No. -GH 30 Drill No.- 16 Reduced Level - Date of starting 30.03.11 321.580 m Date of Closing 31.03.11
Total Depth 33.00 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 Nil "
2.00 3.05 1.05 Nil "
3.05 4.55 1.50 0.20 3.05 4.35 1.30 Nil "
4.35 4.55 0.20 0.20 Grey fine grained limestone 1
4.55 6.00 1.45 0.80 Grey fine grained fractured limestone
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
8.45 9.00 0.55 0.50 Grey fine grained fractured limestone
5
9.00 10.00 1.00 0.90 Grey fine grained fractured limestone
6
10.00 11.00 1.00 0.90 Grey fine grained fractured
limestone
7
11.00 12.00 1.00 0.90 Grey fine grained fractured
limestone
8
12.00 13.00 1.00 0.90 Grey fine grained fractured
limestone
9
13.00 14.00 1.00 0.93 Grey fine grained fractured
limestone
10
14.00 15.00 1.00 0.80 Grey fine grained fractured
limestone
11
15.00 16.00 1.00 0.85 Grey fine grained fractured limestone
12
16.00 17.00 1.00 0.80 Grey fine grained Shaly fractured limestone
13
17.00 18.00 1.00 0.80 Grey fine grained fractured limestone
14
18.00 19.00 1.00 0.82 Grey fine grained fractured limestone
15
19.00 20.00 1.00 0.87 Grey fine grained fractured
limestone
16
20.00 21.00 1.00 0.87 Grey fine grained fractured
limestone
17
21.00 22.00 1.00 0.75 21.00 21.80 0.80 0.75 Grey fine grained fractured
limestone
18
21.80 22.00 0.20 Nil Clay
22.00 23.00 1.00 0.80 Grey fine grained fractured
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
24.00 25.00 1.00 0.85 Grey fine grained fractured
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 "
Borehole closed at 33.00 m.
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