contents page no. a b s t r a c t geology of the area...

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CONTENTS

Page No.

A B S T R A C T C H A P T E R 1 5 - 8 INTRODUCTION C H A P T E R 2 9 - 1 5 GEOLOGY OF THE AREA C H A P T E R 3 1 6 - 1 8 EXPLORATION WORK C H A P T E R 4 1 9 - 2 2 QUALITY & RESOURCES C O N C L U S I O N 2 3 R E F E R N C E S 2 4 INDEX TO THE LOCALITIES 2 5 L I S T O F T A B L E S Table-1

Details of Area 7-8

Table-2

Lithological Setup of the Area 11

Table-3

Summary of Limestone Resources in Karondi Sagodi Area 22

L I S T O F P L A T E S PLATE 1 Location Map of the Area PLATE 2 Geological Map of the Area around Karondi & Sagodi (Scale 1:50000) PLATE 3 Geological Plan of Karondi Block (Scale 1:5000)

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PLATE 4 Geological Plan of Sagodi Block (Scale 1:5000) PLATE 5 Grid Plan of Karondi Block (Scale 1:5000) PLATE 6 Pit Wall Section of Karondi Block PLATE 7 Karondi – Sagodi Limestone Block (Scale 1:4000) A N N E X U R E S A n n e x u r e 1 Statement of Resources Calculation Annexure 2 Borehole Lithologs & Chemical Analysis Results

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ABSTRACT

The cement, being the most useful construction material, the ratio of its

production and consumption, is treated as the index of all round development

of the developing countries like India. The limestone, being a major raw

material for the manufacturing of cement, is very important commodity in the

fast growing infrastructure industries. The Directorate of Geology and Mining

M.P. (DGM) is engaged in the survey and exploration of mineral wealth and

has contributed significantly towards state exchequer. The DGM has worked

extensively in Damoh and Sagar districts and has proved many deposits

especially in Patharia- Damoh Hatta- Devendranagar belt. It this course, the

limestone deposits of Karondi-Sagodi area was prospected by the DGM in the

field season 1981-82-83. +44% CaO and OB/ limestone <1:1 was taken as

criterion for assessment of cement grade limestone. Thus a reserve of 6.416

million tonnes in Karondi and about 1.586 million tonnes in Sagodi area of

cement grade limestone was estimated.

It is proposed to grant the mining lease of four notified minerals

namely: Limestone, Iron Bauxite and Manganese through e-auction only in

the Mines and Minerals Act (Amendment) 2015 which may fetch more

revenue to the government, Moreover, increases in demand, recent

advancements in mineral beneficiation techniques rendered many of the then

uneconomic and low grade mineral deposits into an economic entity. In this

context, reappraisal of prospecting report of Karondi-Sagodi was initiated.

Thus the upgradation of Geological Report of Prospecting of Limestone

Deposits of Karondi-Sagodi area, tahsil-Jabera, District-Damoh was

undertaken. The prospecting operations conducted in the area are at par with

G2 level under current UNFC norms. The prospected area comprises of

Karondi Mangarh, Sagodi Khurd, Sagodi Kalan, Salaiya Badi and Konda

Khurd villages. The khasra maps of all these villages were procured and a

mosaic was prepared. The prospected area was then transferred into

mossaiced khasra map. The mining section was requested to mark the

available area for mineral concession and the prohibited and restricted area

and areas under sanctioned mining lease and asked to provide the khasra

details. Further, chemical analysis results of all borehole samples were

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analyzed and interpreted to carve out the +42% CaO bearing Limestone

bands. The area of influence method was employed for resource estimation.

In this process, the area of influence of each boreholes were taken up to half

of the distance between next borehole point in either side, except for the

bordering boreholes, where the area of influence was considered upto the

boundary of the block. The resources are recalculated as per current norms

for Cement grade Limestone and leaving aside the restricted and prohibited

areas as per MCR and MMDR Act and the areas, which are already granted

for M.L. As per the prevailing regulations, the area has been demarcated by

DGPS survey. Thus, about 34.32 million tonnes of limestone (in 332

category), with 45.574 weighted CaO %, 5.606 M of average thickness and

3.84 M of average overburden, can be considered for auction in Karondi

Sagodi area.

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C H A P T E R - 1

I N T R O D U C T I O N

1.1 Importance & Purpose:

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

proposed to grant the mining lease of four minerals through e-auction only,

may fetch more revenue to the Government. Thus, the reappraisal of the

previous work by the Department was initiated. Moreover, Increase in

demand, technological advancement and current mineral beneficiation

techniques rendered many of previously unutilized and low grade deposits

into an economic entity. The present report incorporates the investigation

carried out in the Field Season 1981-82-83, is an effort in the same direction

with the purpose to prove the cement grade limestone.

1.2 Location of the Area:

An area of about 243 sq km. has been investigated which lies in

between the latitudes 23031'40" to 23040'0" and longitude 79045'00'' to

79055'00''of toposheet 55M/14 of survey of India (Plate 2).

Based on geological mapping of this area and demarcation of Bhander

limestone, two blocks were selected for the detailed prospecting work. These

blocks are as under:-

1 Karondi Block: It is located around village Karondi (Lat. 23034'58": 23035'30"

Long 79050'00": 79050'57") and encompasses an area, of about 3.44 sq. km.

2. Sagodi Block: - It extends in an area of about 4.45. Sq. Km. around the

village Sagodi (Lat. 23036'58": 23038'6" Long. 79050'57": 79049'13")

1.3 Accessibility:

The area is under the revenue jurisdiction of tahsil. Jabera, and district

Damoh, Madhya Pradesh. An important village Singrampur of the area is on

Jabalpur- Damoh State Highway 37, at a distance of about 54 km. from the

district head quarter Damoh. Another important village with respect to present

exploration work is Karondi which is at about 8 km from Singrampur and

connected by an all weather road leading to Paundi. Other villages of the area

are also well connected by a network of roads. The nearest railhead Sihora

Road, on Jabalpur- Katni Section of the West Central Railway is at about 39

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km from Karondi via. Patna and Majholi. The nearest airport ‘Dumna airport ‘

(Jabalpur), which is at about 75 km from the area.

1.4 Climate:

The area enjoys tropical to sub- tropical climate. The maximum and

minimum temperatures recorded are 47.50C in May 1965 and 90C in

December 1965. respectively, the average mean maximum and minimum

temperatures during winter months are 280C and 100C respectively. The

summer is extremely dry with relative humidity often being less than 15% in

the rainy season, the average rainfall is about 1300 mm with the increase of

moisture in air the relative humidity increase and is often around 70% with the

withdrawal of monsoon, in winter the relative humidity falls below 50% The

winds are generally moderate except in the post-monsoon and early winter.

1.5 Fauna and Flora:

The plain land is under cultivation. Both rabi and kharif ‘crops ‘are

grown. In the forested areas Teak, Tendu, Sisam, Saja, Bamboo and thorny

shurbs are common. The wild life is protected by Rani Durgavati Sanctuary,

which lies in the proximity. It is populated by wild life such as Chinkara,,

Nilgai., Black Buck, Spotted Deer, Sambhar, Barking Deer, Wild Boar, Bear,

Hyena, Tigers and variety of birds.

1.6 Previous Work:

The area is a small part of south eastern margin of Vindhyan basin

which was first mapped by Mallet F.R. (1869). the first time the occurrence of

galena, associated with Bhander limestone, was reported by Rao G.R. arid

Choudhary K.K. (1963) from this area, West; W.D. and Choubey; V.D. (1964)

gave an account of the geomorphology of the area Shrivastava, V,K. and

Shrivastava; P.D. (1966) mapped the area and gave preliminary appriasal of

limestone deposits with recommendation for detailed prospecting. The

geochemical sampling for lead was carried out by Chaps A (1967). In this

area Choubey V.D. (1971) and Pandey S.N (1972) have carried out

interpretative work on the development of contact zone of different litho logical

horizons along the south eastern margin of the Vindhyan basin. Systematic

exploration for cement grade limestone has been carried out in Rarnsalaiya

and Danababa blocks of the area by Agarwal J.P. (1970), Taparia; N.D.

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(1971) and Gupta D.K. (1972). Rajrajan; K. (1978) described geology and

lithology of the western part of the area.

1.7 Period, Field Personnel and Quantum of Work:

The investigation was carried out from November ‘81 to June ‘83

during the field seasons 1981-82 and 1982-83. Shri C.K. Nema and Shri S, K.

Pandya, Assistant Geologists carried out the work. For topographical survey

and drilling work, two mining surveyors, one driller mechanic, four assistant

drillers and nine helpers were attached to the exploration work from time to

time. The quantum of the geological survey and exploration work done is as

given below.

1. Reconnaissance Geological Survey & Mapping (Scale 1:50.000): 243 Km2

2. Detailed geological mapping (Scale 1:5000):

Karondi Block- 3.44 Km2

Sagodi block- 4.45 Km2

Total 7.89 Km2

3. Scout pitting in Karondi block:

7 Nos. of pits (62 M3)

4. Drilling work.

(A) Karondi B.H. 107 Nos. (2157.95 M)

(B) Sagodi: B.H. 19 Nos. (423.50 M)

Total: BH 126 Nos. (2581.45 M)

1.8 Details of Land:

• The then prospected area falls in Karondi mangarh, Sagodi khurd,

Sagodi kalan, Konda khurd and Salaiya badi villages of Jabera tahsil, district

Damoh. The prospected area comprises of 8 sub blocks. The land details, as

provided by the mining section Damoh, are as given below:

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Table-1 Details of Area

Mineralized Area

S.

No.

Sub

Block

Restricted

Area

Proposed

Area in

Forest

Block area in 250M

zone of Forest

Revenue Land

beyond 250 M

of Forest

(in Hectares)

1 1 0 13.723 0 0

2 2A 7.011 1.949 15.281 3.930

3 2B 3.125 0 0 9.999

4 2C 1.563 0 4.464 0.855

5 2D 1.4 0 4.464 0.855

6 3 0.470 0 0 7.580

7 4A 0 25.930 5.216 0

8 4B 0 70.395 38.853 31.350

Total 8

Areas

13.569 111.997 38.853 31.350

Ancillary Area

9 1 0 0 0 20.665

10 2 0 0 0 17.735

11 3-1 3.184 0 9.344 21.814

12 3-2 2.276 11.877 8.017 3.248

Total

Ancillary 4

5.460 11.877 17.361 63.462

• There are two mining leases in the area and are excluded from the above details. 1.9 Present Work: The upgradation / recasting of Geological report was undertaken as per

The Mines (Evidence of Mineral Content) Rules 2015, the MMDR

(Amendment) Act 2015 and the Recent Specifications by Indian Bureau of

Mines for Cement Grade Limestone. The prospected area was transferred

into Village khasra maps, leaving aside the area already granted under

mineral concessions and all the borehole logs were examined and the

boreholes which yielded + 42% CaO were then chosen. The bands of +42 %

CaO bearing limestone were then marked and area of influence of each

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selected borehole was then determined. The resources of limestone were

then calculated by taking run and as well as per core thickness in that

particular band. Here, because the boreholes were mostly shallow, all the

bands of limestone were taken into account (barring only ˂ 1M thick bands),

at times in band -42 % CaO bearing limestone was also included. As per the

current norms and regulations, the block boundary was demarcated by DGPS

survey to be available for auction.

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C H A P T E R - 2

G E O L O G Y O F T H E A R E A

The geology of the reconnoitered area, which is situated upon southern

limb of Vindhyan synclinorium stretching parallel to Son-Narmada lineament,

is being dealt here with the background information of regional geology of

Vindhyan basin. It is mainly based, on the reconnaissance survey and

mapping of the area on the scale 1:50,000 and incorporates the

physiographic, lithostratigraphic and structural features.

2.1 Physiography:

The landscape of Vindhyan basin is a conspicuous geomorphic feature

of Central India. Roy; A.K. and Bhattacharya, A (1982) have made a special

reference of Damoh plateau, for the presence of a remarkable morpho -

structural form of Jabera Dome in between Damoh and Katni. The area under

study is a part of Damoh plateau and shows the lithological and structural

control in the development of physiographic elements like ridges and valleys,

escarpments, elongated mounds, and drainage etc.

The northern, eastern and south-eastern boundaries of the area have

been well demarcated by the escarpment of Upper Bhander and Rewa

Sandstones. These escarpments are generally vertical and arcuate and have

been formed by the differential erosion towards the centre of the thick sheet of

flat bedded sandstones. The maximum height on the northern escarpment is

550 M. The eastern escarpment rises upto the height of 584 M. The western

part of the area is characterized by the presence of elongated mound

consisting of Rewa Sandstone. It gradually rises upto the height of 553 M. in

the centre. This ENE—WSW trending mound is gently sloping along northern

and southern flanks. The length of the mound in ENE-WSW is about 6 km

with maximum width of about 5 km in the centre. At places, it has been

dissected by deep gullies. Rest of the area is occupied by the ridges and

intervening narrow valleys. In the central part of the area, a prominent ridge

extends for about 7 km in N-S between the Villages: Sagodi Kalan and Patna.

Mostly, the ridge consists of mainly Bhander sandstone with limestone and

shales along the slopes in basal portion. The maximum height of the ridge is

499 M on its southern end. Another small linear hill of Bhander limestone

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extends in NNW-SSE for about 1.3 Km between the Villages Konda Khurd

and Ramsalaiya with maximum height of 436 M at northern end. On both

sides of the central ridge (499 M), the valleys traversing the shale and

limestone formations are common. The surface level of these valleys is 400 M

with slops from north to south. These alternate ridges, mounds and valleys

have produced rugged topography in the central part of the area.

The drainage density of the area is quite high with different drainage

patterns. In the western part of the area, numerous small and non perennial

nala originating from the elongated mounds show characteristic radial pattern

of the drainage. Minor drainage all along the scarps is of centripetal type. The

central valley portion, exhibit typical dendritic drainage pattern with two

prominent nallas on both sides of the central ridge (499m) which originate

from the northern escarpment. The western nala locally known as Sahagna

nala is the only perennial nala and flows almost straight towards south along

the contact of sandstone and shale. It has been drained by numerous easterly

and westerly flowing tributaries and sub tributaries. It after being named as

Loraphalku Nadi near village Dhanetal merges with the Kier river near Katao,

The eastern nala is seasonal and follows having the southern coarse

traversing the shales. It also, after being joined by several easterly and

westerly flowing tributaries, merges with the Kier river near village Lalpur.

Thus Kier river flowing along the southern boundary of the area is the outlet

for the drainage of the area.

2.2 LITHOSTRATIGRAPHY:

The Vindhyans form a prominent entity in the geology by its

characteristic lithological assemblages (Plate 2). Although, it is identified and

classified specially on lithological characteristics, Vindhyan super group has

been subdivided into four groups, namely Semri, Kaimur, Rewa and Bhander.

These groups essentially comprise of arenaceous, argillaceous and

calcareous formations showing gradational nature with each other through

transitional units But sandstones are more consistent than shale and

limestone.

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The lithostratigraphic succession in the mapped area is as below:

Table-2 Lithological Setup of the Area

Upper Bhander Sandstone

Formation

Bhander

Group Vindhyan

super group

Sirbu shale Formation

Lower Bhander Sandstone

formation

Bhander limestone formation

Ganurgarh shale formation

Disconformity Rewa

group Upper Rewa Sandstone Formation

The important lithounits are briefed below:

Upper Rewa Sandstone Formation:

This is the oldest formation exposed in the mapped area. Towards

west, it forms the core of the dome and in the South east It takes a shape o

narrow hill range trending NE-SW. The western exposure lies west of the

Poundi - Sahasna nala and it rises gently towards the west in height. It has

got a qua - qua versal dip ranging from 60 to 10°. The south eastern

exposures of these rooks which are trending NE-SW are dipping steeply at

65° to 800 towards NW. Its lithology comprises medium to coarse, pale to

rather dark pinkish brown, profusely cross bedded, compact quartz arenites,

characteristically associated with thin gritty interbeds. At few places (about 1.5

km. south of Kanjai and about 2 km. SW of Amghat), near contact with

underlying shale; the sandstone shows vivid green clay pallets. Within the

ridge, slicken sides along the planes of joints and fractures in the sandstone

are common. Cross bedding in steeply dipping sandstone invariably indicates

northerly younging (Thickness little more than 200 M).

Ganurgarh Shale Formation:

It occurs in the low lying country, encircling the domal core and

showing gradational contact with overlying’ limestone formation It consists of

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light pink to buff, friable calcareous shale with interbedded thin (less than 8

mm) limestone bands near Upper contact zone. The middle and lower parts

are essentially dark brown; massive shale; characteristically with conchoidal

fracture A lot of lithological variations from lower to upper parts, within the

formation are seen well exposed near Konda khurd and also in the steeply

flanked valley on the north-western limb of the dome. At places, they show

development of ripple marks and cross bedding. South east of village Karondi,

this formation attains 40-50 M thickness dipping 6°-8° in the NE direction and

towards Konda khurd, they are dipping at 10° in SE direction.

Bhander Limestone Formation:

Overlying the Ganurgarh shale formation is the Bhander limestone

formation which occurs in the form of scarp faces of cuesta. For the purpose

of detailed description, this formation may be divided into two major horizons

viz, upper and lower. These two horizons are separated by an argillite

horizon. Lower limestone horizon can again be subdivided into three sub-

horizons. The characters of these horizons of Bhander limestone formation

are below.

(A) Lower Limestone Horizon:

(a) Basal grey limestone:

The upper part of the basal grey limestone consists of grey limestone

band followed by thin siliceous limestone band. In its turn it is underlain by

about 4 M, thick shally limestone band and 3 to 8 M thick calcareous shale

band successively. In the siliceous limestone band, there are lenses of

reddish brown, nodular or massive heart, with white streaks. The upper part of

the band characteristically shows protruding irregular pods and lenses of

black chert oriented parallel to bedding plane. On approaching the lower

contact; (south of Hardua) the limestone shows granules/pebbles of much

rounded quartz jaspar and black chert embedded in compact calcareous

matrix which often shows a characteristic skull like erosion feature, puckering,

mud cracks, ripple marks, cross bedding etc. Interclasts of secondary white

calcite and very little quantity of barites filling the joints and fractures are not

uncommon. About 800 M south-east of Sagori khurd, a boulder of fluorite has

been located in the shaly limestone horizon along a joint showing chilled

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contact with limestone. Because of the frequent shaly intercalations, the

quality of the limestone has been deteorated.

(b) Greyish Yellow Stromatolitic Limestone:

The outcrops of this limestone are quite common wherever topography

favoured i.e. where the level of exposure is somewhat higher than the foot

hills of the valley floors. It can be observed in the hillocks SE of Karondi on

the old foot-path from Karondi to Singpur (i.e. Koorbaba mound), south of

Sagori kalan and Paundi, Limestone is grey to greyish yellow with thin circular

rings showing stromatolitic structure. The stomatolitic structure is mostly

confined to the upper surface. Thin veins of barites and or calcite are common

along the plains of joints and fractures.

(c) Pinkish Purple Concretionary Limestone:

This type of limestone is well exposed on the top and along the slopes

of hills south east of Karondi Danebaba, Koorbaba mound, south of Sagodi

and in the valley SW of ▲786. The concretionary and nodular structures are

observed only on the surface. This formation has very erratic thin shale

bands.

The pinkish purple nodular limestone is overlain by 6 to 10 M thick pale

yellowish green to khakhi, thinly bedded, crumpled micaceous argillite bed

which separates the upper grey limestone horizon.

(B) Upper Grey Limestone:

This type of horizon of limestone forms the scarp cuesta ridge and

mound. These rocks are bluish grey mickritic and occasionally oolitic at the

base. Near the upper contact which is gradational with lower Bhander

sandstone, the limestone is generally buff, friable and at places it is

interlayered with shaly bands. Open warps have been noticed at some places

in this horizon.

Lower Bhander Sandstone Formation:

The lower Bhander sandstone formation overlies the Bhander

limestone formation. These rocks occur along the dip slopes of cuesta on the

limbs and eastern hinge zone of the dome. Contact of shaly sandstone with

overlying shale formation is very gradational and concealed under the soil

covers Therefore the same has been marked by broken lines (tentative

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contact). By and large the rippled quartz arenites have been considered the

contact marker between the lower Bhander sand-stones and overlying Sirbu

shales. The upper part of the sandstone is dominantly medium to fine grained

and rarely medium to coarse grained. It is grey, white and pale pink in colour.

This sandstone, from which the formation derives its name, is rather thin

(possibly less than 0.25 M) but shows mapable outcrop width, by virtue of its

occurrence along dip slopes.

Ripple marks and clay galls are common in the fine grained, light pink

and white quartz arenites Cross bedding is apparently rare. Flute casts, load

casts and rain pits have also been noticed. Maximum thickness of this

formation is around 50-60 M.

Sirbu Shale Formation:

This formation constitutes the wide valley terminating radially outward

along the prominent arcuate escarpment. Lithologically, these rocks comprise

of dull olive to Khakhi shale characterized by siltstone interbeds. About 1.5

Km cast of Sunwarah, open beds truncated by overlying unfolded layers have

been noticed on the scarp near the contact with overlying Upper Bhander

Sandstone formation. Its thickness appears to exceed 150 M.

Upper Bhander Sandstone Formation:

This formation constitutes the upper rim of escarpment and the

overlying flat terrain. Lithology is characterized by dominantly medium

grained, compact, 1ight to dark pinkish and purple sandstone typically with

spot and patches. The sandstone is frequently: interlayer with thin beds (less

than 15 cm thick) of purple or pale olive shale/shaly sandstone and tends to

be less compact. It is somewhat fine grained and at places micaceous,

Contact of these rocks with Sirbu shales is gradational arid is marked by a

gradual change of characteristic khakhi green Sirbu-shale to reddish brown

sandy horizon of upper Bhander sandstone. Ripple marks partings and clay

pallets are common. In addition, infilled suncracks, cross ripple marks and

rain pits have been noticed. Thickness of this formation appears to be little

more than 150 M.

2.3 Structure:

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Structurally, Vindhyans are largely undisturbed formations. The

Bhander plateau in south, around Damoh is named as Damoh plateau. This

goes upto Narmada Alluvial Plain making a bold south facing scarp. In Damoh

plateau, between Damoh and Katni a typical morphostructural feature is the

“Jabera Dome” where the folding of the rocks of Rewa and Bhander Groups

have formed a doubly plunging anticline.

In the western southern and central parts of the area, Vindhyans have

been raised in an ENS-WSW trending open dome designated as Jabera

dome with Rewa sandstone exposed in the core. There is no direct evidence

as to the origin of the dome. Indirect evidences such as:

1. Absence of any co relatable fold interference

2. Presence of fluorite carbonate veins and galena barite veins in

Bhander limestone formation and lower Bhander sandstone formation

respectively.

3. Sills of mega porphyritic basalt reported from western half of dome (by

earlier worker) etc. suggest that the domal emergence may be due to

diapiric emplacement of post Vindhyan pluton.

Both limbs of the dome are gently dipping, but the northern limb is

perceptibly steeper. The inflexion zone (indicated by maximum dip in the limb)

in the southern limb shows dips around 1O°12°, while in the northern limb

dips around 180-200 have been recorded. Although along crest, the dome

shows very broad rounded hinge, the eastern closure abruptly terminates in a

N-S line Ganurgarh shale country along the closure shows a N-S nala cutting

across the trend of the dome. Presence of this nala supported by strike

transverse shift of lithologic contact (in relatively level ground) from west to

east of the nala, suggests presence of a N-S trending fault plane along the

nala. The upthrown side of the fault is indicated by increase in outcrop width

in the eastern block. An approximation of 500 M shift and 10° dipping beds in

both limbs, suggest that the throw of a fault is around 80-90 M.

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C H A P T E R - 3

EXPLORATION WORK

During the geological study and mapping on the sale 1:50,000 of the

area Bhander 1imestone belt was demarcated, which is the target for the

assessment of the cement grade limestone. This open half dome shaped

limestone belt has tapering arms however, considerable thickness of

limestone (18 M to 32 M) in the central part. The southern portion of this

central part of limestone belt included in Ramsalaiya and Danababa blocks,

have already been prospected by the DGM (1969 to 1972) and about 20.8

M.T. cement grade lime stone was estimated. In its continuation, Karondi and

Sagodi blocks, which include the northern portion of the limestone belt, have

been subject to extensive exploration work in different phases, during the

present work, such as topographical survey, detailed geological mapping

pitting and drilling to arrive at restorable conclusions about the dimensions

and chemical characters of the limestone.

3.1 Topographical Survey:

For the topographical survey work in Karondi and Sagodi area, the

triangulation height of 499 M, of central ridge has been transferred and a grid

base line in N 350 W was laid down. In both the area, the grid lines in N 350

W and N 550 E directions have been laid down with grid interval of 100 M.

The reduced levels at the grid points have been taken up, followed by the

contouring of both the area, except in the northeastern part of Sagodi. The

contour interval and various surface features like canals, nallas, tracks etc,

have been plotted on the grid plans.

Thus the area surveyed in Karondi block is 3.44 sq.km. and in Sagodi

block is 4.00 sq.km, The grid and contour plans of both the blocks have been

utilized for detailed geological mapping and drilling work.

3.2 Detailed Geological Mapping:

Keeping in view the gradational contact of Bhander limestone with

overlying Bhander sandstone and underlying Ganurgarh shale, detailed

geological mapping on the scale 1:5.000 of the area was performed. The

lithological variations of limestone such as shaly limestone, siliceous

18

limestone etc. has been marked on the map separately along with other

rocks. It also revealed that there are two distinct horizons of limestone

separated by an argilitic band having thickness of about 6 M. The upper

horizon of limestone is about 3 to 5 M thick whereas the lower horizon attains

the maximum thickness of about 25 M. Moreover, the calcite veins traversing

the limestone outcrops and intercalated shale partings are also responsible

for the frequent changes in the quality of limestone.

3.3 Pilot Pitting Work:

It was done in Karondi area to know the behavior of upper limestone

horizon, where transportation of drills and equipment was not possible with

the available resources. Only 62 M3 pitting was done by making seven pits of

2 M x 2 M size and 1.80 M to 4 M depth. The channel sampling of these pits

was carried out by making the 5 cm wide and 3 cm deep grooves along the

walls of the pits. Each sample consists of limestone collected from one meter

length of the groove or channel. The chemical analysis of these samples

revealed that the limestone of upper horizon is high in silica (9.56% to

16.23%) with calcium oxide between 38 to 44% and has no definite variation

trend

3.4 Drilling Work:

The purpose of the core drilling in both the blocks has been to

determine the thickness as well as to stand the variations in the grade of

limestone with respect to depth, The details of the drilling work in both the

blocks arc given below :

Karondi Area:

In this area, for the evaluation of lower horizon of limestone, extensive

drilling leading to 107 boreholes with 2157.95 meterage on the grid interval of

100 M had been carried out. The particulars of these boreholes like location,

depth etc. are given in Annexure No. 2. On the basis of the drilling work, two

bands of limestone have been identified. The upper band is prominent having

average thickness of about 3.5 M with thin partings of shale or clay at places.

The lower band is about 2 M thick and is separated from the upper band and

is followed by about 6.0 m. thick column of impure limestone i.e. shaly and

siliceous limestone. The lower band is followed by several bands of shale and

19

shaly limestone up to the depth of the bore hole. While recasting the entire

report; the lithologs of all the boreholes were relooked, keeping in mind the

current norms. Thus, 91 boreholes with a meterage of 1860.95 M were found

to lie within the cement grade. In this sub block, the average thickness of

limestone is 7.359 M (as per run) / 5.661 M (as per core) and 45.754 % CaO.

Sagodi Area:

This area is the northern extension of Karondi area. Here, pilot drilling

had been undertaken to find out the suitability of further drilling work as well

as to estimate the Resources of cement grade limestone if feasible. In this

area, 6 boreholes at the grid internal of 400 M and 13 boreholes at the grid

interval of 200 M were drilled. The total meterage of these boreholes is 423.50

M. The details of these boreholes such as location, depth, reduced level etc.

have been tabulated in table No.2. Like Karondi area here also two bands of

limestone were identified with more or less similar lithological variations. In

four bore holes (S-12, S-8, S-5 and S-2), the thickness of overburden is less

than 5.0 M, and rests boreholes exhibited having overburden ˃ 5M. Thus, the

OB is comparatively high in Sagodi area. While recasting the report, 17

boreholes with 388.50 M were considered. Here, overburden varies from 0 to

as much as 15 M, average thickness of limestone is 7.802 M (as per run) /

5.551 M (as per core), and average weighted CaO % is 45.394.

3.5 Core Logging And Sampling:

The core logging of each borehole was recorded to separate the

lithological variations megascopically as tabulated in Annexure 2. It was

followed by the core sampling for chemical analysis. Samples were drawn

according to the lithological segments. The length of each sample is one M.

Each column of limestone core was splited longitudinally in two halves. One

half of the core was crushed to the size of 100 ASTM. This powder was

reduced to 100 gm. by conning and quartering. One half of the powdered

sample was sent to chemical laboratory for analysis and other half was kept

as duplicate for rechecking of analysis if necessary.

20

CHAPTER - 4

QUALITY AND RESOURCES

The primary object of the exploration was to ascertain the potentiality of

the area with respect to the cement grade limestone Hence, in this chapter,

the surface and sub surface data, obtained through the detailed exploration

have been interpreted in terms of quality and resources of limestone. The

standard specification for the manufacture of Portland cement has changed

since then. Thus, once marginal or unusable limestone can now be used in

cement manufacturing because of the advancement of technology.

4.1 Quality:

The samples were analyzed in the departmental chemical laboratory.

The chemists were well experienced and fully trained. The wet method was

used to analyze the samples.

The investigation work revealed the presence of two or more horizons

of limestone in the area. These are separated by thick pile of shale (about 6

M). The limestone, of the area, exhibits high variations with respect to CaO

and SiO2. It has resulted in the intrabanding and interbanding of argillaceous

horizons and clay bands. These horizons occur at irregular intervals. The

pitting in the Karondi area revealed that the limestone of upper horizon is high

in silica (9.56% to 16.23%) with calcium oxide between 38 to 44% and has no

definite variation trends. Limestone containing about 44% to 45% CaO is

usually preferred for the manufacture of cement. Magnesia content in the

limestone should ideally be less than 3%, although a high as 5% Mg0 is used

by several industries. The proportion of A1203 : Fe203: Si02 should 1:2:5.

Sulphur and phosphorous are regarded as utmost undesirable impurities. The

presence of phosphorous as P205 more than 1% slows down the setting time

of portland cement”.

Keeping the above chemical characters as the basis the quality of

limestone of Karondi and Sagodi area was analyzed.

Karondi Area:

The average percentage of Si02 and MgO of limestone of the bore

holes drilled in Karondi area has been marked out and is given in Annexure 2.

It would be seen that limestone of this area is almost suitable as the analysis

21

values of limestone for Si02, Ca0 and MgO correspond with the specification

given above. In this area, almost in all cases, the Ca0 content is more than

44%. The MgO content ranges between 0.73 to 4.51, averaging 1.435,

Percentage of Si02 varies from 5.40 to 11.28, average being 9.140, The ratio

of A1203 : Fe2O is also within tolerable limit.

Thus the limestone of this block is quite suitable for the manufacture of

cement.

Sagodi Area:

Limestone of Sagodi area is also within the specifications of cement

grade limestone. The CaO ranges between 42.51 to 48.81%, the average

being 45.18 %, MgO ranges between 0.91 to 3.22 %, the average being 1.618

%, and SiO2 ranges between 5.50 to 13.31 %, the average being 8.96 %. The

weighted CaO % of the whole Sagodi area is 45.394. However, the limestone

occurs below thick cover of overburden. Thus in the initial report, some of the

area were not considered for resources estimation. But in the present work of

review, these too have been considered; mostly the most of the boreholes are

shallow in nature and modern mechanization has lessened the removing of

OB and other expenses.

In all, the limestone of both Karondi and Sagodi area, show frequent

variations both along and across the strike and contain inherent clay patches

and argillaceous bands. There is certainly presence of two or even more

bands of limestone. The two major bands are separated by considerably thick

pile of shale and even the inband presence of argillaceous horizons and clay

patches are discernible, which at places deteorates the quality of limestone.

4.2 Resources:

The prospected area falls in Karondi mangarh, Sagodi khurd, Sagodi

kalan, Konda khurd and Sagodi khurd villages. Thus the mosaic khasra map

of above villages was prepared. The prospected area was transferred into the

mossaiced khasra map. Then after studying all the borehole logs of drilled

boreholes, the +42% CaO bearing boreholes marked. The auctionable block

was then carved out from this map. The available area for mineral concession

was determined, keeping aside the restricted areas like road, nala, canal,

habitat etc. and the sanctioned mining leases, were not considered for

22

resource estimation. The UNFC guidelines and the Mines (Evidence of

mineral content) Rules, 2015 were the principal criteria for resources

estimation. The quality and degree of exploration activity of present report

qualifies for G2 level. The drilled boreholes were shallow in the present

context. Thus, while doing the up gradation work, all the limestone bands

were considered for resources estimation, leaving only ˂ 1M thick bands. The

area contains numerous intercalated /interbedded clay horizons and

argillaceous bands. Thus while doing the calculation all these having a

thickness of ≤ 1M were taken into consideration, so that any economic entity

shouldn’t be left out. At times, the thin bands of marginal grade were clubbed

into the +42 % CaO horizons for calculation. The resource estimation has

been done by adopting usual procedure of the area of influence of the

boreholes. For the boreholes lying on the boundary of the block, the area of

influence has been taken for only upto boundaries of the block. The following

criterion has been employed for the estimation of resource.

1. The thickness of cement grade limestone measured in each borehole has

been considered to be uniform throughout the area of influence of that

particular borehole.

2. The specific gravity of 2.5 has been taken for the limestone. The same

specific gravity has been considered in the prospecting operations in the

surrounding areas and thus was accepted due areal proximity and nature of

limestone.

3. The thin (≤ 1M) intrabanded clay / argillaceous horizons were clubbed into

+42% CaO bands.

4. The restricted areas as per prevailing rules were left out and not considered

in the process. Further, the areas of sanctioned mining leases were also

carved out.

5. All the boreholes falling within auctionable area are shallow. Thus all the

limestone bands of ≥ 1 M thickness, in that particular borehole, were taken

into consideration for estimation.

6. The usual method of calculation of weighted average was adopted to arrive

at the weighted average CaO%. It is calculated by individual core × CaO % of

each core length and divided by sum of cores.

23

7. The area was broadly divided into two blocks / area, for the convenience of

calculation and representation, namely Karondi and Sagodi. These may

further be subdivided into 8 sub blocks due to presence of restricted area.

DGPS survey of the block was done after recasting of report to

conform with the rules and regulations of auctionable entity.

Thus, a resource to the tune of 23.90 million tonnes (as per run)/ 18.22

million tonnes (as per core) [with weighted CaO% of 45.754, average

thickness of 5.661 M and average overburden of 3.101 M (ranges between 0

to 15 M)] in Karondi area and 10.033 million tonnes (as per run) / 7.144 million

tonnes (as per core) [ (with weighted CaO% of 45.394 average thickness of

5.551 M and average overburden 7.735 M (ranges between 0 to 17 M) ] were

estimated in Sagodi area. Thus, about 33.933 million tonnes (as per run) and

25.364 million tonnes (as per core) of average 45.574 % CaO with an average

thickness of 5.606 M and average overburden of 3.84 M were assessed in the

area (please see Annexure 1). Thus, a resource of about 34.32 million tonnes,

in 332 category of UNFC can be considered for auctioning of this Limestone

Block.

The summary of the calculations are given in the following table:

Table-3

Summary of Limestone Resources in Karondi Sagodi Area

S.

No. Area

Average

overburden

Average

Thickness

Weighted

CaO% Area

Resources

(In Million Tonnes)

As Per

Run

As Per

Core

1 Karondi

Area

3.101 M 5.661 M 45.754 125

Hect

23.90 18.20

2 Sagodi

Area

7.735 M 5.551 M 45.394 57.20

Hect.

10.42 7.43

Karondi

Sagodi Block

3.84 M 5.606 M 45.574 182.20

Hect

34.32 25.63

24

CONCLUSION

The upgradation of the geological report, of prospecting work carried

out in Field Season 1981-82-83 by the Directorate of Geology and Mining,

Mineral resources Department, Govt. of M P, has bring about a resource of

about 34.32 million tonnes (as per run) / 25.63 million tonnes (as per core), with

an average thickness of 5.606 M, weighted CaO %: 45.574 and average

overburden of 3.84 M in Karondi Sagodi area. As per current norms, this

resource can be put into the 332 category of UNFC. For auction, a resource of

34.32 million tonnes can be considered. It is spread in 8 sub blocks due to

restrictions as per provisions of MCR.

25

REFERENCES

Mallet F.R. (1889) : Vindhyan series as exhibited in north

western and central provinces Mem. Geo.

Sur. of Indian vol.7 Part -I

West W.D. & Choubey V.D.

1964

: The geomorphology of Vindhyan around

Katangi Jabalpur distt. Jour. Geol. Soc. of

India Vol. 5 P.P. 41-55

Shrivastava V.K. & Shrivastava

P.D. (1966)

: Unpublished report on preliminary

appraisal of limestone deposit of area

D.G.M.MP.

Chape A. 1967 : A report of Geochemical sampling on

lead G.S.I. Unpublished report.

Pandey S.N. 1979 : Determination of lithostratigraphic

position of Vindhyan sandstone ridge

south of Bahuriband. Jour Geol. Soc.

University of Sagar Vol. 6 P.P. 11-20

26

INDEX TO THE LOCALITIES

Latitudes Longitudes

1 Amghat 23036'40" 79048'20"

2 Bhudela 23037'0" 79053'10"

3 Bhajia 23038'20" 79052'30"

4 Dhaneta 23033'20" 79049'40"

5 Hardua 23032'40" 79051'0"

6 Kariekheda 23032'30" 79051'30"

7 Kusmi 23032'30" 79051'5"

8 Karondi 23035'40" 79049'30"

9 Kandakalan 23034'55" 79040'30"

10 Kondakhurd 23034'0" 79051'30"

11 Patna 23034'0" 79050'10"

12 Pati 23039'0" 79050'10"

13 Ramsaliaya 23033'40" 79050'10"

14 Singrampur 23035'10" 79048'0"

15 Sanvara 23035'30" 79050'50"

16 Sagadikhurd 23036'40" 79049'20"

17 Sahasna 23033'30" 79049'30"

ANNEXURE-2

BORE HOLE NO. K1

From To Run Core Spl No. Lithology Cao Mgo A1203 Fe203 A1 LOI

1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.30 0.30 - - Yellowish brown soil

0.30 0.80 0.50 0.47 1 Grey limestone 50.92 0.64 0.32 0.2 7.00 40.72

0.80 1.00 0.20 - - Brown clay

1.00 2.00 1.00 0.80 2 Grey Limistone

2.00 2.10 0.10 0.05 - do 48.67 0.80 2.04 0.5 9.46 38.84

2.10 2.40 0.30 - - Yellow clay Sample Not Drawn

2.40 3.00 0.60 0.60 3 Grey Limistone 49.35 0.80 2.22 0.2 8.70 39.16

3.00 3.65 0.65 0.50 4 Grey siliceous lime-stone. 40.82 30.38 4.04 0.8 14.80 35.20

3.65 3.75 0.10 - - Calcareous yellow clay

3.75 4.00 0.25 0.15 5 Calcareous shale with calcite 35.44 6.77 2.72 4.76 16.84 35.29

4.00 4.40 0.40 0.35 6 Shaly limestone 34.32 10.32 1.3 1.00 16.20 37.25

4.40 4.70 0.30 0.25 7 Greyish yellow shaly limestone 29.61 12.90 0.76 1.3 15.68 37.57

4.70 4.90 0.20 0.10 - Yellow clay Sample Not Drawn

4.90 5.00 0.10 0.10 8 Grey shaly limestone with limestone band. 22.65 10.64 2.30 0.9 33.84 29.79

5.00 6.00 1.00 0.90 9 Grey shale with limestone band 18.31 10.32 2.44 0.6 44.10 24.66

6.00 7.00 1.00 0.80 10 do 14.80 8.87 4.06 0.8 50.62 21.59

7.00 8.00 1.00 0.90 11 Grey Limistone 47.10 3.22 1.54 - 8.14 39.98

8.00 9.00 1.00 0.83 12 Grey shaly limestone 30.95 7.58 2.96 1.20 25.14 32.35

9.00 10.00 1.00 0.80 13 do 39.70 2.41 2.00 0.4 21.72 33.66

10.00 11.00 1.00 0.90 14 Grey Shale 18.16 6.61 5.48 1.0 48.06 21.17


11.80 14.65 2.85 - - Greyish white shale Sample Not Drawn

BORE HOLE NO. K2

From To Run Core Spl No. Lithology Cao Mgo A1203 Fe203 A1 LOI

1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.90 1 Grey Limistone 50.92 0.96 1.86 1.6 3.22 40.99

1.00 2.00 1.00 1.00 2 do 50.92 0.80 1.94 1.10 4.12 40.81

2.00 3.00 1.00 0.82 3 do 50.92 1.12 0.3 1.50 4.10 41.23

3.00 4.00 1.00 0.90 4 do 41.05 2.25 4.12 1.00 16.02 34.88

4.00 5.00 1.00 0.70 5 do 45.53 2.74 3.13 1.00 9.06 38.59

5.00

5.20

5.70

5.20

5.70

6.00

0.20

0.50

0.40

0.15

0.25

0.16

6

Yellow calcareous shale shaly limestone. 37.23 8.08 2.82 1.5 11.36 58.51

6.00 7.00 1.00 0.70 7 Grey shaly limestone with thin limestone

bands.

22.07 9.19 3.98 1.5 14.72 55.24

7.00 8.00 1.00 0.94 8 do 16.59 6.45 10.92 12.30 33.68 19.71

8.00 9.00 1.00 0.98 9 do 23.77 7.25 6.78 7.1 28.36 26.83

9.00 10.00 1.00 0.97 10 do 38.13 0.64 5.13 4.4 21.02 30.45

10.00 11.00 1.00 1.00 11 do 35.66 3.38 7.08 1.3 20.08 31.86

11.0 12.00 1.00 0.98 12 do 21.98 6.45 14.62 1.9 30.02 24.36

12.00 12.40 0.40 0.35

13

Grey shale with limestone bands

Grey shale.

12.40 12.80 0.80 0.36 26.91 1.61 19.72 1.8 26.90 30.09

12.80 13.00 0.20 0.09

13.00 14.00 1.00 0.90 14 Grey shaly Limistone 39.70 1.61 7.12 1.3 15.88 32.85

14.00 15.00 1.00 - - do 34.99 2.41 13.30 2.2 17.56 29.83

15.00 30.00 15.00 - - do Sample not drawn

BORE HOLE NO. K3

From To Run Core Spl

No.

Lithology Cao Mgo A1203 Fe203 A1 LOI

1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.75 0.75 - - Reddish brown sandy soil

0.75 1.00 0.25 0.22 1 Grey limestone with shale band 41.49 2.90 1.92 0.80 17.38 35.36

1.00 1.30 0.30 0.27 2 do 38.35 1.12 1.80 0.6 23.50 31.86

1.30 1.70 0.40 0.33 3 Grey siliceous limestone with shale band 30.50 1.45 4.10 1.30 37.00 26.12

1.70 2.00 0.30 - - Sandy clay

2.00 2.65 0.65 0.50 4 Yellow grey siliceous limestone with

shale bands 31.40 0.64 2.40 1.5 38.80 25.26

2.65 2.80 0.15 - - Yellow clay Sample not drawn

2.80 3.00 0.20 0.20 5 Grey limestone 48.00 1.29 0.6 0.2 11.10 38.92

3.00 3.40 0.40 0.35 6 do 47.33 0.96 1.84 0.7 11.26 38.19


4.00 4.05 0.05 0.05 7

Grey limestone 44.63 1.93 0.88 0.3 14.08 37.31

4.05 5.00 0.95 0.95

5.00 5.80 0.80 0.71 8 Grey limestone with 40.37 2.90 3.64 0.7 17.28 34.57



7.00 7.30 0.30 0.26 10 do 41.44 1.77 3.56 1.7 16.34 34.91

7.30 7.30 0.30 0.19 11 Yellow pink shale with limestone bands 34.54 5.16 7.56 1.7 17.44 33.68

7.60 8.00 0.40 - - Brown clay Sample not drawn



10.00 11.00 1.00 0.98 14 do 38.30 8.22 0.88 1.6 12.36 38.96

11.00 12.00 1.00 0.94 15 Grey limestone 48.22 2.74 1.98 0.6 6.26 40.41

12.00 13.00 1.00 0.95 16 Grey limestone with shale bands 41.44 0.16 07 6.58 18.26 37.57


BORE HOLE NO. K4


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.25 0.25 - - Brownish red surface soil

0.25 1.00 0.75 0.65 1 Grey Siliceous limestone. 41.72 5.42 1.72 1.0 11.82 38.48

1.00 1.65 0.65 0.60 2 Grey limestone 44.96 4.83 1.32 1.2 7.44 40.34

1.65 2.00 0.35 0.35 3 Grey limestone with calcite 50.37 5.48 3.48 1.3 11.62 37.51

2.00 2.70 0.70 0.65 4 Yellow cale shale Sample not drawn

2.70 3.00 0.30 6.20 Grey Siliceous limestone. 35.79 9.51 1.68 1.2 12.34 39.30

3.00 4.00 1.00 0.30 Grey clayey shale Sample not drawn

4.00 5.00 1.00 0.70 5 Grey shaly limestone band 21.58 5.64 5.88 1.4 42.19 23.37

5.00 6.00 1.00 0.85 6 do 33.64 8.06 3.12 0.9 18.66 35.27

6.00 7.00 1.00 0.83 7 Grey limestone 46.20 3.54 2.72 0.6 6.94 39.93


8.0 9.00 1.00 0.90 9 Grey shale 15.47 6.77 19.78 2.5 36.08 19.57


10.00 11.00 1.00 0.83 11 Grey limestone 45.08 1.77 4.52 1.0 10.58 36.97

11.00 12.00 1.00 0.70 12 do 43.74 2.90 1.96 0.6 12.84 37.57



14.00 15.00 1.00 0.75 15 do 26.02 13.54 6.06 0.8 17.64 35.19

15.00 16.00 1.00 0.75 16 do 29.83 11.77 4.06 2.0 15.86 36.03

16.00 17.00 1.00 0.85 17 do 26.24 10.80 7.54 2.5 21.36 31.86


BORE HOLE NO. K5


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.20 0.20 0.20 - - Brownish surface soil

0.20 1.00 0.80 0.70 - Grey limestone 42.39 2.58 6.96 0.2 14.26 33.4



2.00 3.00 1.00 0.75 3 do 41.72 0.32 3.46 0.6 19.22 34.40

3.00 3.40 0.40 0.25 4 Grey limestone 43.96 5.64 4.26 0.3 10.80 35.02

3.40 4.00 0.60 0.40


4.10 5.00 0.90 0.60

5.00 6.00 1.00 0.52 6 Grey shale with thin limestone band 23.32 12.09 8.7 0.8 24.44 30.48

6.00 7.00 1.00 0.90 7 Grey limestone 43.66 3.22 3.00 1.00 10.14 39.40

7.00 8.00 1.00 0.98 8 do 44.63 1.93 4.4 0.8 10.04 37.29

8.00 9.00 1.00 0.95 9 do 43.29 1.12 3.48 0.6 16.32 35.12


10.00 29.00 19.00 - - Grey shale with thin limestone band Sample not drawn

BORE HOLE NO. K6


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.90 0.90 - - Yellow surface soil

0.90 1.00 0.10 0.06 1 Greyish siliceous shaly limestone 26.02 2.25 2.08 0.2 47.02 22.78

1.00 2.00 1.00 0.90 2 Grey limestone 49.79 0.96 5.08 0.5 3.52 39.75

2.00 3.00 1.00 0.50 3 do 50.92 0.64 3.42 0.3 3.56 40.71

3.00 4.00 1.00 1.00 4 do 47.33 0.48 5.37 0.6 8.26 37.48

4.00 5.00 1.00 0.90 5 do 42.17 4.83 4.92 0.4 8.82 38.56

5.00 6.00 1.00 0.94 6 do 31.40 10.80 4.52 0.6 15.32 36.72

6.00 7.00 1.00 0.70 7 do 30.50 11.29 4.18 0.4 16.48 36.72

7.00 8.00 1.00 0.80 8 do 36.56 7.25 6.76 0.6 11.66 36.59

8.00 9.00 1.00 0.85 9 do 39.48 7.09 3.82 0.9 10.04 38.44

9.00 10.00 1.00 0.85 10 Grey thin limestone with shale band - - - - - -

10.00 11.00 1.00 0.88 11 Grey limestone 50.92 0.96 1.60 5.18 5.18 40.96

11.00 17.00 6.00 - - Greyish green shale Sample not drawn

BORE HOLE NO. K7


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.20 0.20 - - Brown surface soil

0.20 1.00 0.80 0.60 1 Grey limestone 49.51 1.45 4.52 0.8 2.48 40.61

1.00 2.00 1.00 0.80 2 do 45.06 5.48 2.12 0.7 4.36 41.69

2.00 3.00 1.00 0.90 3 do 42.17 0.96 6.12 0.9 14.12 34.88


4.00 5.00 1.00 0.80 4 Grey limestone 49.35 1.93 4.04 1.1 3.98 40.23

5.00 6.00 1.00 0.95 5 Grey shale limestone one 32.07 6.29 6.86 2.1 21.42 31.73

6.00 7.00 1.00 0.70 6 Grey shale with limestone bands 26.91 6.77 4.61 1.1 31.68 28.59

7.00 8.00 1.00 0.75 7 do 26.46 2.58 11.48 2.1 33.72 23.53

8.00 9.00 1.00 0.95 8 Grey limestone 49.35 0.32 1.72 0.6 7.66 40.18

9.00 10.00 1.00 0.60 9 do 42.17 1.93 7.21 1.2 12.08 35.40

10.00 11.00 1.00 0.80 10 Grey shale with limestone bands 21.83 9.67 7.24 1.0 31.50 28.48


BORE HOLE NO. K8


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.35 0.35 - - Yellowish brown surface soil

0.35 1.00 0.65 0.50 1 Grey limestone

1.00 2.00 1.00 0.90 2 do 51.59 4.92 8.20 2.90 0.5 40.92

2.00 3.00 1.00 0.92 3 do 44.86 3.22 9.16 3.24 0.8 38.60

3.00 4.00 1.00 0.60 4 do - - - - - -

4.00 5.00 1.00 0.75 5 do 40.15 0.48 25.60 1.86 0.3 32.02

5.00 6.00 1.00 0.90 6 Grey shale with thin shale band 20.63 5.48 47.16 3.84 0.6 22.01


0.00 1.00 1.00 0.40 1 Yellow calcareous shale 16.59 1.01 60.96 5.84 0.7 14.38

1.00 1.20 0.20 0.18 2 do 31.40 4.19 30.80 3.70 0.3 29.12

1.20 2.00 0.80 0.80 Grey shaly limestone

2.00 3.00 1.00 0.9 3 do 35.89 4.83 21.44 3.98 0.4 33.37

3.00 4.00 1.00 0.55 4 do 33.64 2.41 30.58 4.36 0.2 28.66

4.00 5.00 1.00 0.27 5 Grey shale with limestone band 22.43 5.32 42.12 6.54 0.5

5.00 6.00 1.00 0.37 6 Grey calcareous shale Sample not drawn

6.00 7.00 1.00 0.75 7 do do

7.00 8.00 1.00 0.98 8 Grey limestone with shale bands 41.49 0.48 20.32 4.58 0.2 32.76

8.00 9.00 1.00 0.99 9 Grey limestone 47.10 0.64 12.02 2.92 0.4 37.29

9.00 19.50 10.50 - - Grey limestone with shale bands Sample not drawn

BORE HOLE NO. K10


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.20 0.20 - - Yellow surface soil

0.20 1.00 0.80 0.70 1 Grey limestone 45.31 0.48 14.62 0.92 0.48 36.24

1.00 2.00 1.00 0.78 2 do 46.43 2.78 8.50 2.00 2.74 37.82

2.00 3.00 1.00 0.90 3 do 47.10 2.25 10.98 1.22 2.25 38.00

3.00 4.00 1.00 0.95 4 do 48.57 1.93 4.24 4.00 1.93 39.40

4.00 5.00 1.00 0.85 5 do 45.98 2.90 12.76 1.26 2.90 36.28

5.00 6.00 1.00 0.95 6 do 44.41 3.38 8.94 3.10 1.6 38.54

6.00 7.00 1.00 0.87 7 do 50.24 1.12 3.46 3.44 0.7 40.43

7.00 8.00 1.00 0.89 8 do 45.76 1.93 9.06 3.82 0.5 38.29

8.00 9.00 1.00 0.80 9 do 45.53 0.96 8.24 7.82 0.5 36.71

9.00 10.00 1.00 0.80 10 do 50.69 0.80 3.96 2.92 0.2 40.53

10.00 11.00 1.00 0.81 11 do 46.20 0.48 13.48 3.80 0.2 36.40


11.50 12.00 0.50 0.46 Grey siliceous limestone

12.00 13.00 1.00 0.10 Grey shaly limestone 34.64 3.54 16.84 14.84 0.8 29.60

13.00 37.00 24.00 - 13 do shaly limestone Sample not drawn

BORE HOLE NO. K11


No.


1 2 3 4 5 6 7 8 9 10 11 12


0.20 1.00 0.80 068 1 Grey limestone 48.90 0.64 6.74 2.52 0.4

1.00 2.00 1.00 0.70 2 do 48.67 0.80 7.28 2.12 0.6

2.00 3.00 1.00 0.85 3 do 42.84 0.64 16.80 3.52 0.8

3.00 4.00 1.00 0.86 4 do 43.74 0.96 14.20 3.10 0.5

4.00 5.00 1.00 0.71 5 Grey shaly limestone 30.95 9.83 17.04 4.42 0.9

5.00 6.00 1.00 0.90 6 Grey shale with thin limestone band 22.20 8.06 35.32 6.28 0.8

6.00 7.00 1.00 0.85 7 Grey shale 18.16 6.77 44.62 6.22 1.0

7.00 8.00 1.00 0.85 8 Grey shaly limestone Sample not drawn

8.00 9.00 1.00 0.86 9 Grey limestone 42.39 1.93 13.72 4.40 0.7


10.00 11.00 1.00 0.90 11 Grey shale 20.18 7.09 40.60 6.94 0.9



13.00 14.00 1.00 0.87 14 Grey limestone 43.06 1.12 15.54 4.02 0.4

14.00 15.00 1.00 0.90 15 Grey limestone 43.09 1.29 14.84 4.04 0.5

15.00 23.00 8.00 - - Grey shaly limestone Sample not drawn

BORE HOLE NO. K12


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellowish surface soil

1.00 2.00 1.00 0.85 1 Grey shale with thin limestone bands 39.92 0.64 4.14 0.7 2.28

2.00 3.00 1.00 0.90 2 Grey limestone 44.86 0.48 6.04 0.5 12.04

3.00 4.00 1.00 - Yellow clay Sample not drawn


4.40 5.00 0.60 0.52

5.00 5.35 0.35 0.15 Grey shale with thin limestone band


6.00 7.00 1.00 0.76 5 Grey limestone 45.18 2.74 5.78 0.5 5.34

7.00 8.00 1.00 0.85 6 do 47.10 1.45 4.40 0.7 8.08

8.00 8.55 0.55 0.34 7 Grey limestone with shale band 34.09 1.61 4.76 0.6 30.04

8.55 9.00 0.45 0.16 Grey shale with limestone band


BORE HOLE NO. K16


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 0.45 1 Grey limestone 52.04 1.61 1.26 2.18 0.1 42.45


2.40 3.00 0.60 0.50 2 Grey limestone 51.59 1.20 2.08 2.34 0.6 41.58

3.00 3.50 0.50 0.35 3 do 46.65 0.80 12.48 2.16 0.5 37.21


4.00 5.00 1.00 0.85 4 Grey limestone 45.53 1.29 12.18 2.94 0.6 37.09

5.00 5.40 0.40 0.35 5 Grey shale limestone Sample not drawn

5.40 6.00 0.60 0.55 Grey siliceous limestone 37.91 4.83 18.52 2.76 0.4 34.93



8.00 9.00 - 0.95 8 do 27.81 5.83 32.06 5.34 0.9 27.85


BORE HOLE NO. K17


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.45 Brown surface soil with grey limestone

1.00 2.00 1.00 0.75 1 Grey limestone 51.14 0.32 6.04 0.04 0.2 40.36

2.00 3.00 1.00 0.80 2 do 50.47 0.32 6.62 1.94 0.1 40.03

3.00 4.00 1.00 0.87 3 do 50.02 0.32 8.22 1.26 0.2 39.57

4.00 5.00 1.00 0.80 4 do 47.10 0.16 13.18 2.12 0.4 36.86

5.00 6.00 1.00 0.50 5 do 43.96 0.48 17.42 2.82 0.5 34.78

6.00 7.00 1.00 0.80 6 do 26.91 8.06 29.48 5.92 0.6 29.63



9.00 10.00 1.00 0.80 9 do 38.13 1.45 22.44 5.58 0.8 31.45


BORE HOLE NO. K18


No.


1 2 3 4 5 6 7 8 9 10 11 12


0.40 1.00 0.60 0.45 1 Grey limestone 41.94 2.58 4.48 0.8 6.44 39.11

1.00 2.00 1.00 0.95 2 do 43.51 4.03 7.84 0.6 8.42 36.95

2.00 3.00 1.00 0.95 3 Grey limestone 45.98 0.64 13.46 0.8 6.68 34.50

3.00 4.00 1.00 0.85 4 do 50.47 0.64 8.14 0.4 7.36 36.69

4.00 5.00 1.00 0.50 5 do 43.36 0.64 5.78 0.3 3.20 40.08

5.00 6.00 1.00 0.90 6 do 52.26 0.64 7.36 0.5 12.58 34.93

6.00 7.00 1.00 0.50 7 do 50.92 0.98 3.12 0.4 2.32 41.28



9.00 10.00 1.00 0.45 9 do 52.43 0.18 1.14 0.3 3.18 41.84

10.00 17.00 6.00 - - Grey shale limestone Sample not drawn

BORE HOLE NO. K19


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.70 1 Grey yellow limestone with shale bands 41.49 2.41 16.12 3.38 0.9 35.37

1.00 2.00 1.00 1.00 2 do 39.03 2.41 17.82 6.82 1.1 32.79

2.00 3.00 1.00 1.00 3 Grey limestone 42.17 4.19 10.16 5.04 1.1 37.45

3.00 4.00 1.00 1.00 4 Grey limestone with shale bands 36.78 2.90 24.42 3.64 0.6 31.68

4.00 5.00 1.00 0.90 5 Grey limestone 49.57 2.90 3.78 1.98 0.2 41.65

5.00 6.00 1.00 1.00 6 do 49.79 2.58 2.86 2.16 0.2 41.78

6.00 7.00 1.00 0.90 7 Grey limestone 43.51 1.61 12.44 5.62 1.1 35.61

7.00 8.00 1.00 1.00 8 do 48.22 3.22 4.12 2.58 0.4 41.29

8.00 9.00 1.00 0.80 9 do 50.02 1.29 4.74 3.36 0.3 40.44

9.00 10.00 1.00 1.00 10 do 51.59 0.80 2.28 3.22 0.5 41.31

10.00 11.00 1.00 1.00 11 do 52.71 0.80 2.98 1.58 0.2 41.93

11.00 12.00 1.00 0.80 12 do 46.43 1.29 11.50 2.34 0.3 37.85


13.00 14.00 1.00 1.00 14 Grey limestone 44.86 0.96 13.24 4.08 0.7 36.06

14.00 16.00 2.00 - - Grey shale with limestone bands Sample not drawn

BORE HOLE NO. K21


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.78 1 Grey limestone 51.14 0.69 5.23 0.2 1.68 40.86

1.00 2.00 1.00 0.85 2 do 44.00

2.00 3.00 1.00 0.85 3 do 45.08 1.45 10.36 0.8 5.12 40.88

3.00 4.00 1.00 0.90 4 do with shale bands 41.05 5.32 10.18 0.6 4.84 36.98

4.00 5.00 1.00 0.90 5 Grey limestone 48.67 2.09 5.18 0.4 3.44 37.84

5.00 6.00 1.00 0.20 6 Grey limestone 50.24 1.12 5.14 0.3 2.38 40.16


7.00 8.00 1.00 - - do do

8.00 8.60 0.60 - - do do

8.60 9.00 0.40 0.35 7 Grey limestone 50.92 1.12 4.42 0.4 2.02 40.98

9.00 10.00 1.00 0.60 8 do 43.51 2.58 10.16 0.9 6.08 36.45

10.00 11.00 1.00 0.70 9 Grey siliceous limestone with shale

bands

37.68 7.74 12.22 0.7 3.98 37.65


BORE HOLE NO. K22


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.65 1 Pink limestone with shale band 39.03 0.32 24.52 4.36 0.9 30.78

1.00 2.00 1.00 0.80 2 Pink limestone 44.86 0.16 17.04 2.22 0.5 35.01

2.00 3.00 1.00 0.88 3 Pink limestone with shale band 35.44 0.96 32.12 1.42 0.7 28.56

3.00 4.00 1.00 0.85 4 do 34.03 0.32 3418 3.88 0.8 26.81

4.00 5.00 1.00 0.95 5 Pinkish grey limestone 45.31 032 15.42 3.32 0.6 35.97


6.00 7.00 1.00 0.87 6 Grey limestone 51.14 0.64 5.66 1.04 0.4 40.89


8.00 9.00 1.00 0.95 8 Grey limestone 51.14 0.16 7.42 0.78 0.5 39.99

9.00 10.00 1.00 0.98 9 do 50.47 1.61 3.54 1.94 0.7 41.29

10.00 11.00 1.00 0.99 10 do 50.92 0.32 6.64 1.48 0.6 40.07

11.00 12.00 1.00 0.95 11 do 50.92 0.32 6.76 0.94 0.5 40.33

12.00 13.00 1.00 0.95 12 do 45.92 0.80 13.42 2.32 0.6 36.90

13.00 14.00 1.00 0.85 13 do 47.10 0.18 12.78 2.64 0.8 36.94

14.00 15.00 1.00 0.85 14 do 50.02 0.48 7.30 1.94 0.8 39.36

15.00 21.00 6.00 - - Grey shale with limestone band Sample not drawn

BORE HOLE NO. K23


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.50 1 Yellow Grey limestone 42.39 1.29 18.24 2.94 0.9 34.89

1.00 2.00 1.00 0.90 2 do 50.47 1.61 3.68 1.72 0.5 41.72

2.00 3.00 1.00 0.95 3 do 47.10 1.77 10.12 0.96 0.5 39.18

3.00 4.00 1.00 0.95 4 do 50.92 0.80 4.46 2.18 0.5 40.60

4.00 5.00 1.00 0.90 5 do 42.62 1.93 12.96 5.74 0.9 35.51

5.00 5.10 0.10 0.10 6 Yellow Grey limestone 50.92 0.48 2.88 3.52 0.4 40.41

5.10 5.40 0.30 0.10 - Yellow clay Sample not drawn

5.40 6.00 0.60 0.40 7 Grey limestone 49.35 0.32 0.08 3.18 0.4 38.75

6.00 7.50 1.50 Nil - Yellow clay Sample not drawn


8.50 9.50 1.00 0.74 9 do 36.56 1.61 26.45 3.8 0.5 30.69

9.50 10.00 0.50 0.31 10 do Sample not drawn

10.00 11.00 1.00 0.95 11 do 34.03 5.96 22.84 2.52 0.9 33.29

11.00 12.00 1.00 0.85 12 Grey limestone with thick shale band 26.91 1.29 46.78 2.10 0.9 22.11

12.00 13.00 1.00 0.85 13 Grey shale 17.41 4.51 52.24 4.12 1.0 18.73


14.00 15.00 1.00 1.00 15 do 35.61 2.41 28.12 2.34 0.7 30.1

15.00 22.00 7.00 - - Grey shale with thin limestone bands Sample not drawn

BORE HOLE NO. K24


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.40 0.40 - - Yellow Brown surface soil

0.40 1.00 0.60 0.35 1 Grey limestone 44.45 0.96 5.52 2.92 0.3

1.00 2.00 1.00 0.60 2 Grey limestone 46.20 2.25 8.24 3.588 0.4

2.00 3.00 1.00 0.85 3 Grey limestone 44.19 4.03 7.02 3.06 0.5


4.00 5.00 1.00 0.90 5 Grey shale with shale limestone band 28.04 9.35 21.30 6.20 0.8

5.00 6.00 1.00 0.86 6 Grey shale with limestone bands 19.51 9.35 36.44 6.50 1.0


7.00 8.00 1.00 0.99 8 Grey limestone 44.19 1.93 9.86 4.60 0.5


BORE HOLE NO. K26


No.

Lithology Cao Mgo Si02 A1203 Fe203 LOI

1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.20 1 Pink limestone 42.33 0.96 18.20 4.24 0.8

1.00 2.00 1.00 0.98 2 Pink limestone with shale band 37.23 0.80 26.34 4.48 1.4

2.00 3.00 1.00 0.90 3 do 31.85 1.61 31.88 4.40 3.0

3.00 4.00 1.00 0.80 4 Pink limestone with thin shale band 41.05 1.12 18.42 4.62 1.6

4.00 5.00 1.00 1.00 5 Greyish Yellow limestone 44.14 0.80 17.36 2.28 0.8

5.00 6.00 1.00 1.00 6 do 51.14 1.269 4.78 1.52 0.5

6.00 7.00 1.00 0.98 7 Greyish Yellow limestone 47.10 0.96 12.04 2.34 0.5

7.00 8.00 1.00 0.99 8 Grey limestone 47.33 2.25 7.60 1.58 0.4


9.00 10.00 1.00 0.98 10 Grey limestone 50.02 0.80 6.84 1.48 0.40


11.00 12.00 1.00 0.96 12 do 37.23 8.38 9.18 4.99 0.20

12.00 13.00 1.00 1.00 13 do 41.05 4.67 10.10 5.52 0.10

13.00 14.00 1.00 0.98 14 Grey limestone 48.22 1.12 6.04 3.54 0.20

14.00 15.00 1.00 0.99 15 do 43.29 0.86 12.50 5.60 0.40

15.00 16.00 1.00 0.99 16 Grey limestone with 32.75 2.58 25.00 10.58 0.40

16.00 17.00 1.00 0.98 17 do 31.40 10.00 15.52 5.74 0.20


18.00 19.00 1.00 1.00 19 Grey limestone with thick shale band 28.71 8.71 20.42 18.30 0.20

19.00 20.00 1.00 1.00 20 Grey limestone 45.23 3.30 8.58 2.26 0.20

20.00 29.50 9.50 - - Grey limestone with shale band Sample not drawn

BORE HOLE NO. K27


No.

Lithology Cao Mgo A1203 Fe203 Si02 LOI

1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 0.96 2 do 35.44 0.48 5.38 1.40 27.02

2.00 3.00 1.00 0.99 3 do 28.04 0.80 8.84 1.80 36.92

3.00 4.00 1.00 1.00 4 do 25.34 0.80 9.92 2.00 40.16

4.00 5.00 1.00 0.92 5 Grey limestone 49.57 0.64 3.82 0.80 5.40


6.00 7.00 1.00 0.90 7 do 27.59 0.64 8.50 1.90 37.62

7.00 8.00 1.00 0.95 8 do 23.77 0.32 10.86 2.10 43.62

8.00 9.00 1.00 0.80 9 Grey limestone 44.19 0.64 4.64 1.30 12.78

9.00 10.00 1.00 0.97 10 do 49.12 0.64 3.44 1.00 5.00

10.00 11.00 1.00 0.98 11 do 49.35 0.96 2.80 1.00 2.90

11.00 12.00 1.00 0.90 12 do 49.12 0.48 3.48 1.10 4.85

12.00 15.00 3.00 0.34 - Grey limestone with shale thin band Sample not drawn

BORE HOLE NO. K28


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 Nil Brownish sandy surface soil Sample not drawn

1.00 2.00 1.00 Nil do do

2.00 3.00 1.00 0.80 1 Grey limestone 50.02 0.32 5.80 1.82 0.5

3.00 4.00 1.00 0.79 2 do 47.33 0.32 10.60 3.54 0.4


4.40 5.50 0.60 0.55 3 Grey limestone 44.19 0.48 12.58 4.52 0.9


6.00 7.00 1.00 0.85 5 do 31.62 9.83 16.60 4.88 0.8


8.00 9.00 1.00 0.50 7 do 14.35 9.03 48.04 5.78 1.1

9.00 10.00 1.00 0.86 8 do 26.02 6.77 33.24 4.14 0.9

10.00 11.00 1.00 0.91 9 Grey limestone with thick shale

limestone

35.44 5.96 18.88 5.28 0.4

11.00 12.00 1.00 0.91 10 do 30.28 5.80 28.14 5.28 .06

12.00 13.00 1.00 0.90 11 do 26.49 2.90 37.88 6.12 1.1

13.00 14.00 1.00 0.88 12 Grey limestone 44.19 0.64 14.88 3.62 1.0

14.00 15.00 1.00 0.92 13 do 49.35 0.48 6.60 2.88 0.4

15.00 16.00 1.00 0.85 14 do 43.96 0.48 15.64 4.34 0.5

16.00 17.00 1.00 0.88 15 do 47.10 0.64 9.52 3.62 0.4

17.00 18.00 1.00 0.83 16 do 43.06 0.48 15.84 4.42 0.6

18.0 19.00 1.00 0.80 17 Grey limestone shale limestone 31.18 1.12 19.80 5.90 0.7

19.00 20.00 1.00 0.96 18 do 31.10 0.64 20.64 6.20 0.7

BORE HOLE NO. K29


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown sandy soil Sample not drawn

1.00 1.30 0.30 - - do do

1.30 2.00 0.70 0.60 1 Grey limestone 50.02 0.48 5.0 3.32 0.5

2.00 3.00 1.00 0.80 2 do 46.88 0.80 8.54 3.54 .....

3.00 4.00 1.00 0.60 3 do 42.62 0.80 14.14 5.58 ....

4.00 5.00 1.00 0.80 4 do 48.20 0.64 7.56 3.50


BORE HOLE NO. K31


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.70 0.70 - - Brown surface soil Sample not drawn

0.70 1.00 0.30 0.15 - Grey yellow limestone do

1.00 2.00 1.00 0.15 - do do

2.00 3.00 1.00 0.15 - do do

3.00 4.00 1.00 0.48 1 Grey yellow limestone 49.35 0.64 8.00 1.62 0.7

4.00 5.00 1.00 0.44 2 do 48.22 0.80 9.34 1.1 0.5

5.00 6.00 1.00 0.47 3 Grey limestone shale limestone 40.66 0.48 20.28 4.7 1.1

6.00 7.00 1.00 0.30 4 do 41.44 0.48 20.02 3.44 0.6

7.00 8.00 1.00 0.80 5 Grey limestone 48.00 0.16 10.04 1.60 0.4

8.00 9.00 1.00 0.58 6 do 48.95 0.16 11.46 1.86 0.5

9.00 10.00 1.00 0.79 7 do 48.00 0.48 8.44 1.64 0.4

10.00 11.00 1.00 0.84 8 do 49.35 0.50 9.06 1.44 0.3

11.00 12.00 1.00 0.85 9 do 44.41 0.48 16.97 2.22 1.4

12.00 20.00 8.00 - - Grey limestone with thick shale band Sample not drawn

BORE HOLE NO. K32


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.50 0.50 - - Brownish surface soil Sample not drawn

0.50 1.00 0.50 0.40 1 Grey limestone do

1.00 2.00 1.00 0.98 2 do 48.67 0.96 8.48 2.06 .04

2.00 3.00 1.00 1.00 3 do 47.55 1.45 10.26 0.94 0.3

3.00 4.00 1.00 0.80 4 do 48.00 1.12 10.80 1.40 0.4

4.00 5.00 1.00 1.00 5 Grey limestone 50.24 1.22 5.46 1.70 0.3

5.00 6.00 1.00 0.50 6 do 53.16 0.96 1.22 1.34 0.1

6.00 7.00 1.00 0.70 7 do 51.36 0.48 4.46 2.16 0.2

7.00 8.00 1.00 0.70 8 Grey limestone with thick limestone 45.31 0.64 14.94 2.26 0.4


BORE HOLE NO. K34


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellow brown surface soil Sample not drawn

1.00 2.00 1.00 0.91 1 Grey limestone 52.04 0.48 4.68 0.88 0.5

2.00 3.00 1.00 0.92 2 do 52.04 0.16 4.24 1.66 0.5

3.00 4.00 1.00 0.80 3 do 48.90 0.64 7.86 2.26 0.6

4.00 5.00 1.00 0.80 4 do 45.08 0.48 13.14 2.04 1.6

5.00 6.00 1.00 0.85 5 do 52.93 0.64 1.68 1.32 0.6

6.00 7.00 1.00 0.79 6 do 52.71 0.48 2.46 2.18 0.4

7.00 8.00 1.00 0.82 7 do 50.69 0.32 6.52 1.76 0.4

8.00 9.00 1.00 0.78 8 do 52.93 0.50 1.80 1.56 0.4


10.00 11.00 1.00 0.85 10 Grey limestone 49.35 0.48 9.44 1.28 0.6

11.00 14.00 3.00 0.80 - Grey limestone with thick shale band Sample not drawn

BORE HOLE NO. K35


No.


1 2 3 4 5 6 7 8 9 10 11 12


0.55 1.00 0.45 0.40 1 Grey limestone 51.59 0.80 4.04 1.52 0.6

1.00 2.00 1.00 0.85 2 do 51.36 0.48 4.00 1.90 0.5

2.00 3.00 1.00 0.90 3 do 48.00 0.64 8.52 2.34 0.7

3.00 4.00 1.00 0.95 4 do 48.00 0.64 8.68 3.14 1.00


4.55 5.00 0.45 0.40 5 Grey limestone 51.14 0.48 5.68 1.48 0.6

5.00 6.00 1.00 0.60 6 do 53.83 0.48 2.08 1.92 0.3

6.00 7.00 1.00 0.40 7 do 53.61 0.48 2.12 1.14 0.2

7.00 8.00 1.00 0.85 8 do 50.92 0.48 5.64 1.18 0.3

8.00 12.00 4.00 0.36 - Grey shaly limestone Sample not drawn

BORE HOLE NO. K36


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 0.80 1 Grey limestone 46.43 1.12 2.76 0.3 11.56

2.00 3.00 1.00 0.75 2 do 50.02 0.48 1.72 0.3 8.18

3.00 4.00 1.00 0.82 3 do 52.93 0.48 1.74 0.4 2.26

4.00 5.00 1.00 0.76 4 do 51.14 0.48 1.52 0.2 6.24

5.00 6.00 1.00 0.86 5 do 50.24 0.48 1.78 0.3 7.74

6.00 7.00 1.00 1.00 6 do with shale bands 26.04 9.08 3.10 1.1 34.08

7.00 8.00 1.00 0.88 7 do 47.10 0.48 1.66 0.6 13.24

8.00 9.00 1.00 0.58 8 do 51.14 0.46 1.78 0.2 6.36

9.00 10.00 1.00 0.40 9 do 52.26 0.32 1.40 0.2 4.64

10.00 11.00 1.00 0.66 10 do 49.35 0.48 1.58 0.3 9.62


BORE HOLE NO. K37


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brownish yellow surface soil Sample not drawn

1.00 2.00 1.00 0.93 1 Grey limestone 48.00 0.32 11.52 1.94 0.5

2.00 3.00 1.00 0.85 2 do 45.00 0.32 16.06 2.58 0.4

3.00 4.00 1.00 0.85 3 do 50.47 1.12 5.10 1.72 0.3

4.00 5.00 1.00 0.40 4 do 50.47 0.48 6.32 1.72 0.4

5.00 6.00 1.00 0.92 5 do 50.47 1.12 5.70 1.34 0.3

6.00 7.00 1.00 0.70 6 do 49.12 0.64 6.58 4.10 0.7

7.00 8.00 1.00 0.64 7 do 49.35 1.12 6.08 2.32 0.2



10.00 11.00 1.00 0.85 9 do 39.03 3.87 19.30 3.18 0.4

11.00 12.00 1.00 0.65 10 do 34.33 6.29 23.80 1.92 0.2

12.00 13.00 1.00 0.40 11 do 39.92 8.06 8.64 2.78 0.5


14.00 15.00 1.00 0.90 13 Grey limestone with thin shale band 26.02 5.16 40.08 2.78 0.4


16.00 17.00 1.00 0.90 15 do 34.09 5.00 24.46 4.44 0.4

17.00 18.00 1.00 0.80 16 do 32.33 3.22 31.06 4.66 0.6

18.00 20.00 2.00 0.90 - Grey shale Sample not drawn

BORE HOLE NO. K38


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brow surface soil Sample not drawn

1.00 1.45 0.45 - - do do


2.00 2.25 0.25 0.20 Grey limestone with shale band 38.35 0.64 21.98 6.04 0.3

2.25 3.00 0.75 0.50 2 do 22.20 1.92 46.46 7.52 1.0

3.00 4.00 1.00 0.50 3 do 31.40 0.64 31.46 6.94 0.90

4.00 5.00 1.00 0.85 4 Grey limestone 50.02 0.32 5.32 3.02 0.4

5.00 6.00 1.00 085 5 do 48.00 0.80 6.50 3.88 0.3

6.00 7.00 1.00 090 6 do 50.92 0.84 2.98 2.40 0.2

7.00 8.00 1.00 0.90 7 do 47.78 0.48 8.68 3.58 0.4

8.00 9.00 1.00 0.95 8 do 47.75 0.96 8.32 4.00 0.3

9.00 10.00 1.00 0.93 9 Grey limestone 49.57 0.64 4.60 2.80 0.3

10.00 11.00 1.00 0.95 10 do 48.00 0.96 8.10 3.72 0.2

11.00 12.00 1.00 0.95 11 do 50.47 0.32 5.24 2.84 0.3

12.00 13.00 1.00 0.85 12 do 46.88 0.48 10.06 39.81 0.30


BORE HOLE NO. K41


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 3.60 0.60 - - do do

3.60 4.00 0.40 0.30 1 Grey limestone 45.08 2.74 11.26 1.32 0.8 38.39

4.00 5.00 1.00 0.50 2 do 51.81 0.48 4.02 2.26 0.7 40.71

5.00 6.00 1.00 0.55 3 do 47.10 0.32 12.52 2.66 0.8 37.03

6.00 7.00 1.00 0.85 4 do 51.59 0.16 4.22 3.42 0.4 40.56

7.00 8.00 1.00 0.87 5 do 50.47 1.29 5.48 1.54 0.3 41.09

8.00 9.00 1.00 0.95 6 do 47.10 1.45 10.08 2.18 0.7 38.31

9.00 10.00 1.00 0.94 7 Grey limestone 50.47 0.80 6.40 0.68 0.8 40.54

10.00 11.00 1.00 0.94 8 do 52.93 0.48 2.32 2.40 0.4 41.61

11.00 18.50 7.50 0.95 - Grey shaly limestone Sample not drawn

BORE HOLE NO. K42


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown sandy surface soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 4.55 0.55 - - do do


5.00 6.00 1.00 0.47 2 Grey limestone 48.00 0.64 5.88 4.06 1.2

6.00 7.00 1.00 0.51 3 do 46.20 1.12 9.09 4.44 1.3

7.00 8.00 1.00 0.81 4 do 47.33 0.96 7.80 3.42 0.9

8.00 9.00 1.00 0.68 5 do 43.46 1.77 12.39 4.1 1.9

9.00 10.00 1.00 0.55 6 37.46 2.09 8.44 6.44 2.5


11.00 12.00 1.00 0.65 8 Grey limestone Sample not drawn

12.00 13.00 1.00 0.82 9 do 47.10 1.12 7.20 4.12 1.10

13.00 14.00 1.00 0.82 10 do 49.57 0.80 4.42 3.50 0.9

14.00 15.00 1.00 0.65 Grey limestone with shale band Sample not drawn

BORE HOLE NO. K45


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.90 1 Grey limestone 49.12 0.80 5.16 2.92 0.5

1.00 2.00 1.00 1.00 2 do 49.35 0.96 5.08 2.84 0.6

2.00 3.00 1.00 1.00 3 do 47.55 0.80 7.62 3.32 0.8

3.00 4.00 1.00 0.98 4 do 50.02 0.96 4.96 2.58 0.5

4.00 5.00 1.00 1.00 5 do 50.24 0.96 3.24 2.54 0.4

5.00 6.00 1.00 1.00 6 do 48.00 1.12 6.18 2.88 0.6

6.00 7.00 1.00 1.00 7 do 47.10 0.80 7.92 3.68 0.4

7.00 8.00 1.00 1.00 8 do 48.45 0.80 6.28 3.14 0.4

8.00 9.00 1.00 1.00 9 do 49.35 0.80 5.32 3.56 0.4

9.00 10.00 1.00 0.80 10 do 46.88 0.80 9.52 3.92 0.3



BORE HOLE NO. K 46


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.40 0.40 - - Brown yellow surface soil Sample not drawn

0.40 1.00 0.60 0.55 1 Grey limestone 49.57 6.64 3.18 0.80 4.80

1.00 2.00 1.00 0.82 2 do 43.51 0.96 5.32 1.40 11.64

2.00 3.00 1.00 0.91 3 do 47.78 0.64 2.96 1.10 7.88


4.00 5.00 1.00 - - do do

5.00 6.00 1.00 - - do do

6.00 7.00 1.00 - - do do

7.00 8.00 1.00 0.65 4 Grey limestone 45.98 1.93 2.96 0.90 8.90

8.00 9.00 1.00 0.55 5 do 37.91 1.12 5.16 1.70 21.86

9.00 10.00 1.00 0.53 6 Grey limestone 43.74 1.45 3.84 1.50 10.24

10.00 11.00 1.00 0.55 7 do 42.17 1.77 4.14 1.50 14.06

11.00 18.00 6.00 0.50 8 Gray limestone with shale band Sample not drawn

BORE HOLE NO. K47

From To Run Core Spl No. Lithology Cao Mgo Si02 A1203 Fe203 LOI

1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellow brown soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 0.67 1 Grey limestone 46.88 1.61 4.33 0.60 6.98

5.00 6.00 1.00 0.73 2 do 46.88 1.61 4.34 0.7 6.54

6.00 7.00 1.00 0.75 3 do 47.10 1.45 4.22 0.5 6.44

7.00 8.00 1.00 0.70 4 do 45.08 1.29 4.10 0.7 9.20

8.00 9.00 1.00 0.77 5 do 44.86 1.77 4.46 0.7 9.26

9.00 10.00 1.00 0.47 6 do 46.88 1.61 3.42 0.3 5.76

10.00 11.00 1.00 0.32 7 do 47.10 1.61 3.40 0.4 5.48

11.00 12.00 1.00 0.80 8 do 48.22 1.29 3.46 0.4 5.04

12.00 13.00 1.00 0.80 9 do 45.08 1.77 3.64 0.4 10.26


14.00 17.00 3.00 - - Grey limestone with thin shale band Sample not drawn

BORE HOLE NO. K48


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 0.66 1 Grey shale limestone grey limestone 28.04 1.29 33.10 1.36 3.2

5.00 6.00 1.00 0.54 2 do 48.00 1.29 5.70 2.26 1.5

6.00 7.00 1.00 0.75 3 do 43.74 1.93 9.56 4.66 1.9

7.00 8.00 1.00 0.69 4 do 47.55 0.80 7.38 2.90 1.7

8.00 9.00 1.00 0.80 5 do 47.10 1.29 8.12 3.50 1.8


10.00 19.50 9.50 cavity - do Sample not drawn

BORE HOLE NO. K49


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 2.55 0.55 - - do do

2.55 3.55 0.45 0.35 1 Grey limestone 42.62 1.29 14.46 5.04 1.8


4.00 5.00 1.00 0.30 3 do 37.01 1.45 20.26 7.72 2.0

5.00 6.00 1.00 0.20 4 do 34.76 1.61 22.60 8.20 3.2


7.00 8.00 1.00 0.45 6 do 15.02 1.77 49.82 16.2 3.8


9.00 10.00 1.00 0.95 7 Grey limestone 46.20 1.29 8.72 3.92 1.5

10.00 11.00 1.00 0.80 8 do 42.17 1.12 13.38 5.16 2.6

11.00 12.00 1.00 0.90 9 do 48.00 0.48 7.44 3.14 1.3

12.00 13.00 1.00 0.95 10 do 48.00 0.50 7.14 3.12 1.0

13.00 14.00 1.00 0.95 - Grey shale with thin limestone band Sample not drawn

13.00 14.00 1.00 1.00 - do do

BORE HOLE NO. K50


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown surface soil. Sample not drawn

1.00 2.00 1.00 0.60 1 Grey limestone 48.67 0.96 8.48 2.66 0.4

2.00 3.00 1.00 0.85 2 do 47.00 1.45 10.26 0.94 0.3

3.00 4.00 1.00 0.85 3 do 48.00 1.12 10.80 14.00 0.4

4.00 5.00 1.00 0.55 4 do 50.24 1.22 5.46 1.70 0.3

5.00 6.00 1.00 0.80 5 do 53.16 0.96 1.22 1.34 0.1

6.00 7.00 1.00 0.85 6 do 57.36 0.48 4.46 2.16 0.2

7.00 8.00 1.00 0.85 7 do 45.31 0.64 14.94 2.26 0.4


BORE HOLE NO. K51


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.70 0.70 - - Brown surface sandy soil Sample not drawn


1.00 2.00 1.00 0.83 2 Grey limestone 45.53 0.64 9.96 3.54 0.7


3.00 4.00 1.00 0.65 4 do 32.30 0.80 31.02 5.00 1.00

4.00 5.00 1.00 0.60 5 do 41.05 0.64 16.50 4.88 0.5

5.00 6.00 1.00 0.50 6 do 40.37 0.48 18.20 5.92 0.6

6.00 7.00 1.00 0.85 7 Grey limestone 43.96 1.39 12.12 5.78 0.7

7.00 8.00 1.00 0.80 8 do 45.98 1.22 10.92 4.14 0.5


9.00 10.00 1.00 0.80 10 do thick shale band 27.59 10.96 20.48 5.28 0.6

10.00 17.00 7.00 0.80 - do Sample not drawn

BORE HOLE NO. K52


1 2 3 4 5 6 7 8 9 10 11 12


0.30 1.00 0.70 0.60 1 Grey limestone 50.24 0.80 4.94 1.58 0.4

1.00 2.00 1.00 0.40 2 do 42.62 0.64 16.60 4.20 0.6

2.00 3.00 1.00 0.66 3 do 47.10 0.96 9.04 2.68 0.8

3.00 4.00 1.00 0.70 4 do 43.06 0.80 14.14 4.26 0.7

4.00 18.50 14.50 0.47 - Grey shey limestone Sample not drawn

BORE HOLE NO. K53


1 2 3 4 5 6 7 8 9 10 11 12


0.40 1.00 0.60 0.45 1 Grey limestone 48.45 0.64 8.26 2.50 0.5

1.00 2.00 1.00 0.70 2 do 42.65 0.64 16.28 4.22 0.4

2.00 3.00 1.00 0.90 3 do 48.68 0.80 7.22 2.72 0.6

3.00 4.00 1.00 0.85 4 do 47.10 0.48 9.68 3.10 0.9

4.00 5.00 1.00 0.80 5 do 48.90 0.64 6.40 3.28 0.4

5.00 6.00 1.00 0.83 6 do 48.00 0.96 6.52 3.00 0.5

6.00 7.00 1.00 0.85 7 do 49.57 0.64 5.50 1.98 0.3

7.00 8.00 1.00 0.80 8 do 48.90 0.80 6.58 2.88 0.2

8.00 9.00 1.00 0.90 9 do 50.02 0.80 5.02 2.58 0.4

9.00 10.0 1.00 0.85 10 do 50.02 0.48 5.14 2.56 0.3

10.00 11.00 1.00 0.80 11 do 48.45 0.96 7.42 2.78 0.4


BORE HOLE NO. K54


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.60 1 Pink limestone with shale bands 37.01 1.95 16.90 9.48 1.3

1.00 2.00 1.00 0.95 2 do 39.03 1.45 16.32 7.52 1.5

2.00 2.75 0.75 0.70

2.75 3.00 0.25 0.25 3 Grey limestone with shale bands 37.03 1.12 10.76 5.60 1.4

3.00 4.00 1.00 0.98 4 Grey limestone 43.06 1.27 13.84 8.22 1.7

4.00 5.00 1.00 1.00 5 Grey limestone with shale band. 40.60 2.41 14.66 6.16 1.6

5.00 6.00 1.00 0.85 6 do 39.25 2.58 10.10 5.06 1.6

6.00 7.00 1.00 0.95 7 Grey limestone 43.51 0.96 7.28 4.40 1.3

7.00 8.00 1.00 0.90 8 do 46.43 0.96 6.14 2.82 1.0

8.00 9.00 1.00 0.84 9 do 48.00 0.80 7.94 3.92 1.0

9.00 10.00 1.00 0.81 10 do 47.10 1.29 12.08 4.10 1.5

10.00 11.00 1.00 0.80 11 do 44.19 1.29 7.68 3.22 1.3

11.00 12.00 1.00 0.75 12 do 47.55 0.64 4.68 2.28 1.0

12.00 13.00 1.00 0.54 13 do 50.47 0.96 4.58 2.42 1.0

13.00 14.00 1.00 0.72 14 do 49.78 0.90 4.50 2.08 1.1

14.00 20.00 6.00 0.70 - Grey limestone with shale band. Sample not drawn

BORE HOLE NO. K55


1 2 3 4 5 6 7 8 9 10 11 12



2.00 3.00 1.00 0.75 2 do 34.54 6.12 17.64 6.02 0.9

3.00 4.00 1.00 0.70 3 do 35.21 5.32 17.90 5.98 1.0

4.00 5.00 1.00 0.98 4 do 34.32 6.45 17.40 6.22 0.8

5.00 14.00 9.00 0.82 - Grey limestone with shale band. Sample not drawn

BORE HOLE NO. K56


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellowish brown surface soil Sample not drawn

1.00 2.00 1.00 0.85 1 Grey limestone 47.10 0.48 2.40 3.42 0.7


3.00 4.00 1.00 0.60 3 Grey limestone 43.96 1.77 10.76 5.02 0.4

4.00 5.00 1.00 0.55 4 do 44.86 1.12 9.94 5.02 0.5


6.00 7.00 1.00 0.85 6 do 33.87 6.45 18.48 5.48 0.6

7.00 8.00 1.00 0.65 7 do 33.85 6.93 20.02 5.56 0.8

8.00 9.00 1.00 0.81 8 do 34.99 5.93 17.02 5.00 0.6


BORE HOLE NO. K57


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do


3.00 4.00 1.00 0.85 2 Grey limestone 43.74 0.80 13.46 4.42 0.6



6.00 7.00 1.00 0.34 5 do 31.62 1.61 30.62 6.14 1.3

7.00 8.00 1.00 0.70 6 Grey limestone 47.55 0.80 8.36 3.46 0.9

8.00 18.00 10.00 - - Grey limestone with thick shale bands. Sample not drawn

BORE HOLE NO. K58


1 2 3 4 5 6 7 8 9 10 11 12


1.50 2.00 0.50 0.80 1 Yellow grey limestone 46.88 0.96 8.8 3.52

2.00 3.00 1.00 0.75 2 Grey limestone 49.35 0.64 5.9 2.90

3.00 4.00 1.00 0.85 3 do 49.57 0.80 5.6 2.96

4.00 5.00 1.00 0.85 4 do 47.10 0.64 7.62 3.52

5.00 6.00 1.00 0.89 5 -do- with shale band. 39.25 0.80 21.36 5.68

6.00 7.00 1.00 0.86 6 Grey limestone 48.22 0.48 7.20 4.12

7.00 18.00 11.00 - - Grey limestone with thick shale bands. Sample not drawn

BORE HOLE NO. K59


1 2 3 4 5 6 7 8 9 10 11 12


1.00 1.65 0.65 - - do do

1.65 2.00 0.35 0.05 - Yellow fractured limestone do

2.00 3.00 1.00 0.66 1 Grey limestone 48.45 0.96 3.42 0.6 6.6

3.00 4.00 1.00 0.85 2 do 47.10 0.48 3.98 0.5 10.25

4.00 5.00 1.00 0.49 3 do 45.08 0.64 4.48 0.7 11.40

5.00 6.00 1.00 0.42 4 do 48.15 0.80 3.28 0.5 6.42

6.00 7.00 1.00 0.54 5 do 51.36 0.96 2.10 0.6 2.62

7.00 8.00 1.00 0.58 6 do 54.24 0.80 1.92 0.4 4.20

8.00 9.00 1.00 0.60 7 do 44.86 0.64 4.02 0.6 13.16

9.00 22.00 13.00 0.70 - Grey siliceous limestone Sample not drawn

BORE HOLE NO. K60


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 0.70 1 Grey yellow limestone with shale band 38.80 1.61 17.30 7.30 1.7

2.00 3.00 1.00 0.68 2 Greyish limestone 44.63 2.09 10.08 4.52 1.3

3.00 4.00 1.00 0.90 3 Grey yellow limestone with shale bands 37.68 0.96 17.20 6.52 1.9

4.00 5.00 1.00 0.89 4 Grey limestone 48.00 0.80 6.16 3.64 1.2

5.00 6.0 1.00 0.90 5 do 48.22 0.64 5.86 3.26 1.2

6.00 7.00 1.00 0.90 6 do 50.02 0.80 4.46 2.12 1.1

7.00 8.00 1.00 0.98 7 do 48.95 4.51 6.28 2.88 1.2


9.00 10.00 1.00 0.85 9 do 41.94 1.21 9.76 3.32 1.4


BORE HOLE NO. K61


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 0.22 1 Yellow brown fractured siliceous

limestone

37.01 3.70 15.04 8.44 1.8

3.00 4.00 1.00 0.80 2 do 36.11 3.70 15.40 8.28 1.7

4.00 5.00 1.00 0.95 3 Greyish yellow siliceous limestone with

shale bands

39.03 0.96 17.00 8.82 2.2

5.00 6.00 1.00 1.00 4 Grey limestone 45.76 1.12 9.62 3.90 1.4

6.00 7.00 1.00 1.00 5 Greyish yellow siliceous limestone with

thick shale band.

29.61 6.45 19.90 9.64 2.4

7.00 8.00 1.00 0.85 6 do 30.50 7.09 18.90 8.70 2.3


8.45 9.00 0.55 0.40 7 Grey limestone 43.06 1.12 11.88 6.80 1.9

9.00 10.00 1.00 0.5 8 do 48.00 0.80 6.62 3.18 1.6


11.00 15.00 4.00 - - Cray clayey shale Sample not drawn

BORE HOLE NO. K62


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellowish black surface soil Sample not drawn

1.00 2.00 1.00 0.75 1 Grey limestone 47.78 0.8 3.86 7.36 0.7

2.00 3.00 1.00 0.78 2 Grey limestone 48.45 0.6 3.42 0.70 0.5

3.00 4.00 1.00 0.90 3 do 47.78 0.8 3.58 7.14 0.7

4.00 5.00 1.00 0.81 4 do 49.35 0.8 2.72 5.60 0.4

5.00 6.00 1.00 0.70 5 do 45.31 2.9 2.68 9.16 0.6


6.40 7.00 0.60 - - Yellow sticky clay Sample not drawn


8.00 15.00 7.00 0.50 - Grey shale with thin limestone band. Sample not drawn

BORE HOLE NO. K63


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Blackish brown surface soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 2.55 0.55 - - do do

2.55 3.00 0.45 0.30 - Yellowish grey limestone with shale

band.

do

3.00 4.00 1.00 0.85 1 do 33.42 7.74 16.42 4.64 0.5

4.00 5.00 1.00 0.83 2 do 35.89 1.45 22.14 9.40 1.2

5.00 6.00 1.00 0.78 3 do 31.40 7.58 17.42 8.70 1.1


7.00 8.00 1.00 0.74 5 do 26.91 2.41 32.46 12.38 1.8


9.00 10.00 1.00 0.88 7 do 42.17 1.45 13.34 5.60 1.0

10.00 16.00 6.00 - - Grey limestone with thin shale bands Sample not drawn

BORE HOLE NO. K64


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 0.37 1 Grey limestone 50.93 0.48 1.02 0.4 1.68

3.00 4.00 1.00 0.35 2 do 52.71 0.48 1.16 0.3 1.52

4.00 5.00 1.00 0.36 3 do 51.14 0.64 1.18 0.3 3.74

5.00 6.00 1.00 0.48 4 do 45.08 0.48 2.74 0.6 12.34

6.00 7.00 1.00 0.47 5 Grey limestone with siliceous veins 30.50 10.80 4.10 0.71 18.88

7.00 8.00 1.00 0.55 6 do 21.98 2.74 12.60 1.5 40.34

8.00 9.00 1.00 0.56 7 do 32.97 1.12 9.10 0.8 27.86

9.00 10.00 1.00 0.83 8 do 37.01 6.45 3.92 0.7 13.94

10.00 11.00 1.00 0.90 9 do 37.01 6.45 3.92 0.8 13.94

11.00 12.00 1.00 0.91 10 Grey limestone 50.02 0.48 2.14 0.7 6.94

12.00 17.00 5.00 0.89 - Grey limestone with shale bands Sample not drawn

BORE HOLE NO. K65


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellowis brown sandy soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 2.60 0.60 - - do do

2.60 3.00 0.40 0.26 1 Grey limestone 43.06 1.45 12.06 5.72 0.6

3.00 4.00 1.00 0.78 2 do 48.22 0.80 5.58 4.20 0.4

4.00 5.00 1.00 0.89 3 do 49.35 0.64 4.70 3.64 0.3

5.00 6.00 1.00 0.86 4 do 48.00 1.12 6.64 4.90 0.5

6.00 7.00 1.00 0.70 5 do 48.22 0.80 6.24 3.56 0.3

7.00 8.00 1.00 0.84 6 do 49.35 0.64 5.80 2.38 0.2

8.00 9.00 1.00 0.85 7 do 50.02 0.8 4.48 2.30 0.2

9.00 10.00 1.00 0.94 8 do 47.10 0.8 7.82 3.66 0.6

10.0 11.00 1.00 0.80 9 do 50.69 0.64 2.98 2.06 0.3

11.00 12.00 1.00 0.72 10 do 49.35 0.96 4.40 2.90 0.3

12.00 13.00 1.00 0.70 11 do 47.78 1.12 7.50 4.36 0.5

13.00 14.00 1.00 0.70 12 Grey siliceous limestone 32.97 0.96 26.90 9.18 1.12

14.00 20.00 6.00 - - -do- with clay band Sample not drawn

BORE HOLE NO. K66


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 0.05 1 do- with red limestone band 34.76 4.83 14.64 7.12 0.40


3.00 4.00 1.00 0.47 3 do 41.05 8.38 1.38 1.1 4.52

4.00 15.00 11.00 - - Grey green shale with limestone band Sample not drawn

BORE HOLE NO. K67


1 2 3 4 5 6 7 8 9 10 11 12


1.00 1.60 0.0 - - do do

1.60 2.00 0.40 0.27 - Grey fractured limestone do

2.00 3.00 1.00 0.92 1 Grey limestone 44.19 0.48 4.32 0.90 15.32

3.00 4.00 1.00 0.90 2 do 50.02 1.12 1.32 0.70 6.04

4.00 5.00 1.00 0.75 3 do 49.35 0.96 2.14 0.5 7.06

5.00 5.80 0.80 0.70 4 Grey limestone 50.92 0.48 1.98 0.5 3.66

5.80 6.00 0.20 0.15

6.00 7.00 1.00 0.70 5 do 49.35 2.09 1.22 0.4 4.44

7.00 25.00 18.00 - - Grey shale with limestone band. Sample not drawn

BORE HOLE NO. K68


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellowith brown clay Sample not drawn

1.00 1.60 0.60 - - do do

1.60 2.00 0.40 0.15 - weathered shale Sample not drawn


3.00 4.00 1.00 0.60 2 do 38.13 3.54 5.58 0.9 13.24

4.00 5.00 1.00 0.60 3 do 32.30 1.93 7.16 0.4 28.20

5.00 6.00 1.00 0.85 - Clayey shale Sample not drawn

6.00 7.00 1.00 0.20 - do do

7.00 7.20 0.20 0.05 - do do

7.20 8.00 0.80 0.70 4 Grey limestone 47.33 1.93 2.60 1.4 6.22

8.00 9.00 1.00 0.82 5 do 45.31 3.22 3.02 0.5 5.16


10.00 11.00 1.00 0.60 7 do 27.59 11.61 7.68 0.6 13.26

11.00 12.00 1.00 0.60 8 do 28.04 10.58 7.58 0.5 18.74

12.00 24.00 12.00 0.60 - Grey shale with limestone band Sample not drawn

BORE HOLE NO. K 69


No.


1 2 3 4 5 6 7 8 9 10 11 12


0.55 1.00 0.45 0.35 1 Grey limestone 50.02 1.93 9.98 0.6 3.92

1.00 2.00 1.00 0.82 2 do 52.44 0.48 1.02 0.6 2.84

2.00 3.00 1.00 0.85 3 do 51.59 1.77 1.06 0.4 2.06

3.00 3.40 0.40 0.25 4 do 49.57 1.61 1.20 0.6 5.14


4.00 4.65 0.65 - - do do

4.65 5.00 0.35 0.15 5 Grey limestone 48.45 1.45 0.98 0.8 6.46

5.00 6.00 1.00 0.90 6 do 46.20 1.77 2.58 0.9 9.18

6.00 7.00 1.00 0.80 7 Grey siliceous limestone with shale band 32.07 10.00 2.58 1.00 14.94


8.00 8.20 0.20 0.15 9 do 25.57 2.01 9.92 1.3 37.66

8.20 9.00 0.80 0.75


10.00 11.00 1.00 0.80 11 do 43.06 1.93 3.74 0.7 14.18

11.00 12.00 1.00 0.87 12 Grey limestone 30.95 5.16 7.38 1.0 23.80


13.00 14.00 1.00 0.85 14 do 48.45 2.58 0.88 0.7 5.76

14.00 15.00 1.00 0.80 15 Grey limestone 47.10 2.58 6.5 0.7 6.34

15.00 16.00 1.00 0.75 16 do 45.53 2.09 3.14 0.8 8.78

16.00 17.00 1.00 0.85 17 Grey limestone 38.13 2.09 3.46 0.9 17.92



BORE HOLE NO. K 70


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown surface soil. Sample not drawn

1.00 1.70 0.70 - - do do

1.70 2.00 0.30 0.20 1 Grey limestone 48.22 0.6 2.58 0.8 8.34

2.00 3.00 1.00 0.95 2 do 47.55 0.6 2.62 0.9 8.68

3.00 4.00 1.00 0.88 3 do 48.00 0.6 2.84 0.5 8.44

4.00 5.00 1.00 0.86 4 do 46.20 2.25 3.34 0.7 8.16

5.00 6.00 1.00 0.98 5 do 47.10 0.3 3.52 1.2 9.64

6.00 7.00 1.00 0.90 6 do 50.92 0.4 2.92 0.8 4.48

7.00 8.00 1.00 0.85 7 do 49.12 0.4 2.42 0.6 7.16

8.00 9.00 1.00 0.82 8 do 51.14 0.9 1.48 0.5 3.86

9.00 10.00 1.00 0.81 9 do 50.24 1.12 0.60 0.3 6.00

10.00 11.00 1.00 0.90 10 do 47.78 1.45 0.84 0.8 11.04

11.00 12.00 1.00 0.87 11 Grey siliceous dolomitic limestone 34.76 11.12 1.20 0.8 15.00

12.00 13.00 1.00 - 12 do Sample not drawn

13.00 13.30 0.30 0.23 13 do do

13.30 13.70 0.40 - - Yellow clay do

13.70 14.00 0.30 0.30 - Grey limestone with shale band do

14.00 15.00 1.00 0.87 - do do

15.00 16.00 1.00 0.82 14 Grey limestone 43.96 5.64 2.56 1.1 11.80

16.00 17.00 1.00 0.89 14A do Sample not drawn

17.00 18.00 1.00 0.81 15 do do

18.00 19.00 1.00 0.85 16 do do

19.00 20.00 1.00 0.90 17 do 47.10 3.87 2.06 1.2 5.60

20.00 21.00 1.00 0.70 18 do 43.29 7.01 1.66 0.9 6.00

21.00 22.00 1.00 0.90 19 do 43.08 0.4 5.72 1.8 11.26

22.00 23.00 1.00 0.98 20 Grey limestone 46.43 1.9 2.28 0.9 10.14

23.00 24.00 1.00 0.99 21 do 45.76 1.7 4.14 2.0 8.30



26.00 27.00 1.00 0.85 24 do 29.16 14.19 6.00 1.3 15.58

27.00 32.00 5.00 0.88 - Grey shale with thin limestone band Sample not drawn

BORE HOLE NO. K 71


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown sandy soil. Sample not drawn

1.00 2.00 1.00 0.54 1 Pink limestone with silica and shale band 39.48 0.96 8.38 1.20 16.12

2.00 3.00 1.00 1.00 2 Grey limestone 41.05 1.12 8.24 1.40 13.70

3.00 4.00 1.00 0.99 3 do 36.11 0.48 10.66 1.90 21.04

4.00 5.00 1.00 0.98 4 do 37.46 0.48 10.42 2.60 18.94

5.00 6.00 1.00 0.99 5 do 27.14 1.61 13.10 2.10 31.84

6.00 7.00 1.00 0.71 6 do 34.09 0.64 11.12 1.50 22.84

7.00 8.00 1.00 0.95 7 do 35.89 1.45 10.20 1.20 21.52

8.00 9.00 1.00 0.90 8 do 36.11 3.06 8.42 1.20 18.16

9.00 10.00 1.00 0.89 9 do 47.10 0.64 4.48 0.80 8.04

10.00 11.00 1.00 0.86 10 do 50.47 0.32 3.86 0.40 4.42

11.00 12.00 1.00 0.62 11 do 48.90 1.45 4.64 0.60 3.44

12.00 13.00 1.00 1.00 12 Grey limestone 50.02 1.45 2.54 0.50 4.58

13.00 14.00 1.00 1.00 13 do 49.12 0.32 2.88 1.50 6.38

14.00 15.00 1.00 1.00 14 do 43.06 2.41 2.56 1.00 14.38

15.00 16.00 1.00 1.00 15 do 50.92 0.48 2.34 0.50 3.86

16.00 17.00 1.00 0.83 16 do 50.47 1.45 1.82 0.20 4.18

17.00 18.00 1.00 17 17 do 49.35 1.29 3.48 0.30 3.02


19.00 20.00 1.00 0.42 19 Grey limestone 45.53 0.96 5.28 0.40 11.18


21.00 22.00 1.00 0.82 21 do 37.01 8.06 4.88 0.80 10.82

22.00 23.00 1.00 0.63 22 do 28.93 11.45 7.16 1.20 15.38

23.00 30.00 7.00 - - Grey shale with thick limestone band Sample not drawn

BORE HOLE NO. K 72


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown sandy soil. Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.0 1.00 0.68 1 Pink limestone with silica and shale band 38.13 0.96 8.52 1.50 18.60

4.00 5.00 1.00 0.95 2 do 41.44 1.12 7.62 1.50 15.40

5.00 6.00 1.00 0.99 3 do 37.68 0.48 7.52 1.60 19.80

6.00 7.00 1.00 0.87 4 Pinkish limestone with silica and shale

band

27.46 1.61 9.42 1.70 19.20

7.00 7.15 0.15 0.10 do

7.15 7.55 0.40 0.20 5 Pink clay with limestone band 36.11 0.64 9.16 1.60 18.30

7.55 8.00 0.45 0.25

8.00 9.00 1.00 0.87 6 Pink grey limestone band with shale

band

40.82 1.45 9.50 1.40 20.86

9.00 9.55 0.55 0.5 7 Pinkish grey limestone 43.29 0.64 7.08 1.10 15.10

9.55 10.00 0.45 0.25 Grey limestone


1.00 12.00 1.00 0.54 9 Grey limestone 43.51 1.45 8.06 1.80 21.96

12.00 13.00 1.00 0.90 10 Grey limestone shale band 40.37 1.45 5.02 0.90 9.80

13.00 14.00 1.00 0.81 11 Grey limestone 46.88 0.32 4.98 1.30 10.32


14.30 15.00 0.70 0.58 12 Grey limestone 45.08 - 3.98 0.80 4.12

15.00 16.00 1.00 0.95 13 do 50.02 0.64 3.18 0.40 5.64

16.00 17.00 1.00 0.97 14 do 43.96 2.90 4.56 1.00 9.40

17.00 18.00 1.00 0.85 15 do 46.65 3.54 3.26 0.80 5.20

18.00 19.00 1.00 0.76 16 do 50.92 0.96 1.68 0.40 3.24

19.00 20.00 1.00 0.92 17 do 50.47 0.48 1.92 0.30 6.24

20.00 21.00 1.00 0.90 18 do 48.00 0.64 3.00 0.40 8.32

21.00 30.00 9.00 0.75 19 Grey shale with limestone band Sample not drawn

BORE HOLE NO. K 73


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown sandy surface soil. Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 3.40 0.40 - - do do

3.40 4.00 0.60 0.40 1 Pink limestone 42.39 0.80 5.50 1.30 15.96

4.00 5.00 1.00 0.52 2 do 42.17 0.80 5.22 1.20 14.56

5.00 6.00 1.00 0.20 3 do with shale and salica 32.97 5.76 1.92 1.90 24.64

6.00 7.00 1.00 0.43 4 do 36.33 0.48 8.39 1.90 22.04

7.00 7.60 0.60 0.45 5 pink limestone 44.86 0.64 3.90 1.00 12.16

7.60 8.00 0.40 0.12 Grey limestone with shale band


9.00 10.00 1.00 0.88 7 Grey limestone 45.53 1.61 3.80 1.08 8.86

10.00 11.00 1.00 0.85 8 do 50.02 0.32 2.55 1.00 6.08

11.00 12.00 1.00 0.80 9 do 49.12 0.48 3.00 1.00 5.50

12.00 13.00 1.00 0.56 10 do 49.35 0.32 2.72 0.78 6.46

13.00 14.00 1.00 0.78 11 do 48.00 0.32 3.40 0.80 7.64

14.00 15.00 1.00 0.85 12 do 48.00 1.12 3.90 0.70 6.68


16.00 17.00 1.00 0.80 14 Grey limestone 46.66 1.29 4.88 0.50 7.10

17.00 18.0 1.00 0.80 15 do 49.12 0.64 2.70 0.30 5.92

18.00 30.00 12.00 - - Grey limestone with shale band Sample not drawn

BORE HOLE NO. K 74


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellow sandy soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.60 0.60 - - do 43.29 0.48 9.10 0.50 11.84

4.60 5.00 0.40 0.30 1 Grey limestone 39.03 1.61 11.64 0.60 11.44

5.00 0.60 1.00 0.60 2 Greyish yellow limestone with shale

band

46.20 1.21 5.74 0.40 6.00

6.00 7.00 1.00 0.52 3 Grey limestone 48.00 1.45 6.6 0.50 2.40

7.00 8.00 1.00 0.50 4 do 50.92 1.29 1.84 0.40 2.04

8.00 9.00 1.00 0.53 5 do 47.33 2.09 4.22 0.30 6.14

9.00 10.00 1.00 0.40 6 do 39.03 0.80 13.24 0.40 13.10


11.00 12.00 1.00 0.72 8 Grey limestone 50.24 0.32 2.34 0.20 5.12

12.00 13.00 1.00 0.82 9 do 50.24 0.32 3.14 0.20 4.32

13.00 14.00 1.00 0.91 10 do 48.45 0.96 0.20 0.30 6.92

14.00 15.00 1.00 0.90 11 do 34.99 1.93 7.64 0.60 22.26

15.00 23.00 8.00 0.88 12 Grey limestone with Sample not drawn

BORE HOLE NO. K 75


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - Yellow sandy soil 37.46 1.93 8.88 1.20 18.22

3.00 4.00 1.00 - - do 40.05 0.32 7.08 0.90 16.88

4.00 5.00 1.00 0.90 1 Grey limestone with shale Sample not drawn

5.00 5.70 0.70 0.45 2 do do

5.70 6.00 0.30 - - yellow clay do

6.00 6.40 0.40 - - do

6.40 7.00 0.60 0.36 3 Grey limestone 50.47 0.32 04.08 0.20 3.98

7.00 8.00 1.00 0.88 4 do 45.08 0.96 5.54 0.80 9.78

8.00 9.00 1.00 0.77 5 do 48.45 1.12 3.92 0.40 6.28

9.00 10.00 1.00 0.90 6 do 49.57 1.12 3.12 0.40 1.82

10.00 11.00 1.00 0.85 7 do 48.45 2.09 4.36 0.40 4.36

11.00 12.00 1.00 0.85 8 do 47.10 2.09 3.84 0.50 5.78

12.00 13.00 1.00 0.80 9 do 47.55 0.96 3.82 0.40 5.46

13.00 14.00 1.00 0.86 10 do 41.05 5.96 3.48 1.00 7.48

14.00 15.00 1.00 0.88 11 do 47.10 2.41 3.36 0.50 4.48

15.00 16.00 1.00 0.85 12 do 50.02 0.48 4.38 0.30 2.44

16.00 17.00 1.00 0.82 13 do with shale 41.05 2.09 2.66 1.10 13.76

17.00 18.00 1.00 0.83 14 Grey limestone 48.00 0.96 3.84 1.00 5.04


18.40 19.00 0.60 0.40 15 Grey limestone with shale 36.33 2.09 6.39 0.50 18.92

19.00 20.00 1.00 0.82 16 do 32.07 5.00 6.06 0.80 21.88

20.00 21.00 1.00 0.80 17 do 29.16 9.83 5.68 1.00 14.74

21.00 30.50 9.50 0.84 - Grey shale with limestone band Sample not drawn

BORE HOLE NO. K 76


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown yellow sandy soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 3.20 0.20 - - do do


4.00 5.00 1.00 0.75 2 do 36.13 0.80 9.58 0.50 30.34


6.00 6.35 0.35 - - do do

6.35 7.00 0.65 0.50 3 Grey limestone 45.98 1.12 4.82 0.60 3.06


8.00 9.00 1.00 0.82 5 do 41.49 1.12 6.82 0.90 14.14

9.00 9.35 0.35 0.15 6 Grey limestone 45.76 0.96 5.62 0.20 9.34

9.35 10.00 0.65 - - clay Sample not drawn

10.00 11.00 1.00 0.15 - Yellow clay with limestone do

11.00 11.25 0.25 0.05 - do do

11.25 12.00 0.75 0.50 7 Grey limestone 49.35 1.12 4.76 0.30 4.46

12.00 13.00 1.00 0.80 8 do 47.10 1.29 4.32 0.40 6.02

13.00 14.00 1.00 0.87 9 do 47.55 1.45 4.18 0.70 5.86

14.00 15.00 1.00 0.92 10 do 48.95 1.12 4.08 0.60 4.96

15.00 16.00 1.00 0.85 11 do 50.02 0.48 3.58 0.30 3.96

16.00 17.00 1.00 0.50 12 do 50.47 0.48 3.54 0.20 2.72

17.00 18.00 1.00 0.85 13 Grey limestone 47.10 0.80 7.18 0.40 5.44

18.00 19.00 1.00 0.85 14 do 45.08 1.22 8.52 0.70 5.64


20.00 21.00 1.00 0.91 16 do 24.67 11.77 7.88 1.30 18.72

21.00 22.00 1.00 0.92 17 Grey limestone with shale and silica 21.08 6.45 11.88 1.20 27.98

22.00 23.00 1.00 0.90 18 do 38.58 2.25 7.52 0.80 18.26

23.00 24.00 1.00 0.90 19 do 39.03 4.35 6.08 0.60 11.44

24.00 25.00 1.00 0.98 20 do 26.91 3.54 9.98 1.20 23.64


BORE HOLE NO. K 77


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brownish sandy soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 0.95 1 Grey limestone 45.53 1.77 9.52 1.77 0.60

3.00 4.00 1.00 0.90 2 do 45.08 0.48 12.96 0.48 1.10

4.00 5.00 1.00 0.75 3 do 50.47 1.29 4.22 2.14 0.60

5.00 5.45 0.45 0.25 4 Grey limestone with shale and silica

veins

37.46 1.12 21.24 7.34 1.20


6.00 7.00 1.00 0.47 5 Grey limestone 50.02 0.96 5.04 1.34 0.60

7.00 8.00 1.00 0.60 6 do 47.78 0.96 6.52 2.94 0.60

8.00 9.00 1.00 0.80 7 Grey limestone 45.98 0.64 11.70 3.62 1.00

9.00 10.00 1.00 0.85 8 do 50.24 0.48 5.92 1.94 0.80

10.00 11.00 1.00 0.85 9 do 50.92 0.80 3.92 2.24 0.50

11.00 12.00 1.00 0.76 10 do 50.04 0.96 2.32 1.14 0.40

12.00 13.00 1.00 0.66 11 do 48.45 0.80 8.28 2.44 0.50

13.00 14.00 1.00 0.86 12 do 44.63 0.64 12.36 5.34 1.00

14.00 15.00 1.00 0.80 13 Grey limestone with shale bands. 39.03 6.77 11.56 2.74 1.00

15.00 16.00 1.00 0.68 14 do with thick shale bands 25.12 12.09 23.16 5.64 0.90

16.00 17.00 1.00 0.60 15 do 22.10 7.25 33.14 4.44 1.24

17.00 18.00 1.0 0.90 16 do 36.11 4.03 19.34 6.14 0.80

18.00 19.00 1.00 0.85 17 do 36.11 2.05 17.52 9.52 0.50

19.00 20.00 1.00 0.80 18 do 47.10 2.25 4.44 4.06 0.20

20.00 21.00 1.00 0.80 19 Grey limestone with shale bands. 41.05 3.06 6.48 4.52 0.50

21.00 22.00 1.00 0.85 20 Grey limestone 43.06 3.06 8.56 4.48 0.30

22.00 23.00 1.00 0.80 21 do 46.65 2.09 6.32 3.80 0.20


BORE HOLE NO. K 78


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 1.55 0.55 - - do do

1.55 2.00 0.45 0.35 1 Grey limestone 50.92 0.80 2.48 0.40 0.80


3.00 4.00 1.00 0.90 3 do 41.05 2.74 3.61 1.00 2.74

4.0 5.00 1.00 0.90 4 Grey limestone 52.63 0.48 1.38 0.70 0.48

5.00 6.00 1.00 0.90 5 do 50.02 1.12 0.50 2.36 1.12

6.00 7.00 1.00 0.62 6 do 50.02 1.29 0.70 1.68 1.29

7.00 8.00 1.00 0.90 7 do 47.10 0.48 0.70 2.66 0.48


9.00 9.40 0.40 - - do do

9.40 10.00 0.40 0.20 - Greyish yellow shale do

10.00 11.00 1.00 0.55 - do do

11.00 12.00 1.00 0.90 - do with thin limestone band do


13.00 14.00 1.00 0.70 9 do 41.05 3.06 5.80 0.80 3.06

14.00 15.00 1.00 0.55 10 do 37.01 0.96 0.48 0.50 0.96

15.00 16.00 1.00 0.70 11 do 32.07 4.03 7.36 1.00 4.03

16.00 17.00 1.00 0.82 12 Grey limestone 45.08 1.29 5.36 0.80 1.29

17.00 18.00 1.00 0.88 13 do 50.92 0.48 2.52 0.40 0.48

18.00 19.00 1.00 0.85 14 do 47.10 1.12 3.32 0.40 1.12

19.00 20.00 1.00 0.85 15 do 49.12 1.01 3.51 0.40 1.19

20.00 21.00 1.00 0.95 16 do 50.47 0.46 3.23 0.38 0.46

21.00 22.00 1.00 0.86 17 Grey limestone with thin shale band. 34.99 7.09 6.82 1.50 7.09


23.00 23.50 0.50 0.50 - Grey limestone do

BORE HOLE NO. K 79


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.20 - Brownish yellow surface soil Sample not drawn

1.00 2.00 1.00 0.70 1 Grey limestone 44.19 4.51 1.84 0.80 8.00

2.00 3.00 1.00 0.70 2 Grey siliceous limestone with shale

band.

35.44 8.87 4.60 1.00 12.18

3.00 4.00 1.00 0.98 3 do 22.43 10.48 9.32 1.30 26.00

4.00 5.00 1.00 0.75 4 Grey shale with limestone band & silica 17.72 6.77 11.60 1.80 37.24

5.00 5.60 0.60 0.42 5 Grey limestone with shale and silica 26.82 8.54 8.20 1.30 25.40

5.60 6.00 0.40 0.18 do

6.00 7.00 1.00 0.80 6 do 38.80 4.19 6.80 0.80 13.48

7.00 8.00 1.00 0.70 7 do 34.09 8.87 6.40 1.00 12.24

8.00 9.00 1.00 0.75 8 do 24.22 7.41 11.40 1.60 7.60

9.00 10.00 1.00 0.60 9 do 29.38 5.48 9.5 1.50 25.80

10.00 11.00 1.00 0.80 10 do 32.75 3.06 9.38 1.30 23.28

11.00 12.00 1.00 0.90 11 Grey limestone 44.41 1.12 5.48 0.80 10.70

12.00 13.00 1.00 0.85 12 do 42.71 1.12 6.20 1.20 13.80

13.00 14.00 1.00 0.80 13 do 43.96 3.22 4.60 1.00 8.30

14.00 15.00 1.00 0.75 14 do 43.31 4.35 4.42 0.40 4.04


BORE HOLE NO. K 80


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 0.58 1 Grey limestone 44.41 0.96 5.28 0.80 10.94

3.00 4.00 1.00 0.60 2 do 47.33 1.29 4.70 0.70 4.72

4.00 5.00 1.00 0.80 3 do 44.63 2.09 4.88 0.80 8.96

5.00 6.00 1.00 0.63 4 do 45.08 3.87 4.62 0.50 6.48

6.00 7.00 1.00 1.00 5 do 44.63 5.32 4.00 0.40 2.30

7.00 8.00 1.00 0.72 6 Grey limestone with shale band & silica 31.40 10.80 7.30 0.90 12.82

8.00 9.00 1.00 0.72 7 do 27.59 13.38 8.00 0.80 12.76

9.00 10.00 1.00 0.75 8 do 37.01 7.41 5.70 6.70 11.40

10.00 11.00 1.00 0.80 9 Grey limestone 43.51 3.22 4.90 0.70 9.00

11.00 12.00 1.00 0.82 10 do 47.78 2.38 3.80 0.60 2.92

12.00 13.00 1.00 0.86 11 do thin limestone band 48.00 2.38 3.70 0.30 3.60

13.00 20.00 7.00 - - Grey limestone Sample not drawn

BORE HOLE NO. K 81


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Black Surface soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 0.77 1 Greyish yellow limestone with shale and

silica

30.28 8.54 5.40 1.00 18.00

3.00 4.00 1.00 0.80 2 do 30.95 13.06 4.70 0.20 11.20

4.00 5.00 1.00 0.85 3 do 28.04 12.42 4.80 0.60 12.50

5.00 6.00 1.00 0.85 4 do 32.52 4.88 4.88 0.60 6.36

6.00 7.00 1.00 0.80 - Greyish yellow shale Sample not drawn

7.00 12.00 5.00 - - do do

BORE HOLE NO. K 82


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.50 2.00 0.50 0.50 1 Pink limestone with shale & salica 39.25 1.64 7.40 0.80 17.40

2.00 3.00 1.00 0.98 2 Grey limestone 35.44 3.22 8.20 0.80 19.40

3.00 4.00 1.00 0.85 3 do 37.01 0.96 8.20 0.80 22.08

4.00 5.00 1.00 0.90 4 do 33.19 0.64 11.62 1.30 25.10

5.00 6.00 1.00 0.95 5 do 32.07 0.80 11.80 1.30 26.80

6.00 7.00 1.00 0.98 6 do 34.09 0.64 10.80 1.20 24.00

7.00 8.00 1.00 0.99 7 do 34.54 1.61 10.10 1.10 21.90

8.00 9.00 1.00 0.97 8 do 31.62 2.25 11.10 1.10 24.60

9.00 10.00 1.00 0.99 9 Pinkish grew limestone with shale &

salica

36.11 1.93 9.10 0.90 19.80

10.00 11.00 1.00 0.98 10 do 36.56 1.93 8.80 1.00 18.20

11.00 12.00 1.00 1.00 11 do 33.42 2.04 10.70 1.10 22.20

12.00 13.00 1.00 1.00 12 Grey limestone with silica veins 41.05 2.74 8.70 0.90 11.56

13.00 14.00 1.00 0.98 13 do 34.54 4.35 8.46 0.90 17.44

14.00 15.00 1.00 0.90 14 Grey limestone 46.65 2.74 3.90 0.70 3.94

15.00 16.00 1.00 0.90 15 do 49.79 1.45 2.90 0.50 2.80

16.00 17.00 1.00 0.92 16 do 48.90 1.29 3.82 0.40 4.40

17.00 18.00 1.00 0.90 17 do 46.65 2.25 4.70 0.50 4.80

18.00 19.00 1.00 0.60 18 do 50.92 0.48 3.40 0.60 2.60

19.00 20.00 1.00 0.50 19 do 51.14 0.32 3.54 0.60 2.42

20.00 21.00 1.00 0.77 20 do 48.67 0.64 4.30 0.50 4.98

21.00 22.00 1.00 0.88 21 Grey limestone with thick shale & silica

veins

24.89 2.90 10.70 1.30 32.90

22.00 23.00 1.00 0.75 22 Grey limestone with thick shale & band 38.35 3.22 7.20 0.80 15.42

23.00 30.00 7.00 - - Grey shale with limestone band Sample not drawn

BORE HOLE NO. K 83


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 0.85 1 Greyish yellow limestone with silica 40.37 1.93 6.40 0.50 13.80

3.00 4.00 1.00 0.88 2 Grey yellow limestone with shale &

silica

26.24 2.09 12.88 1.20 32.40

4.00 5.00 1.00 0.90 3 do 27.59 2.74 12.68 1.30 30.52

5.00 6.00 1.00 0.60 4 do 38.80 1.45 9.20 0.80 14.94


7.20 7.20 0.20 - - do do

7.20 7.50 0.30 0.25 5 Grey limestone with silica 40.37 1.29 9.26 0.70 13.54


8.00 9.00 1.00 - - do do

9.00 10.00 1.00 0.25 - Clay material do

10.00 10.30 0.30 - - do do

10.30 11.00 0.70 0.55 6 Yellow grey limestone 42.52 0.48 7.80 0.60 12.69

11.00 11.40 0.40 0.05

11.40 12.00 0.60 0.30 7 Grey limestone 45.08 2.00 5.80 0.60 6.80

12.00 13.00 1.00 0.85 8 do 48.90 1.45 5.20 0.40 3.08

13.00 14.00 1.00 0.83 9 do 49.79 1.45 4.62 0.30 2.80

14.00 15.00 1.00 0.90 10 do 48.89 1.12 4.30 0.30 4.14

15.00 16.00 1.00 0.85 11 do 44.41 0.64 5.48 0.60 12.74

16.00 17.00 1.00 0.85 12 Grey limestone with silica & shale 34.32 1.77 9.34 0.90 22.62

17.00 27.30 10.30 - - Grey siliceous limestone and shale Sample not drawn

BORE HOLE NO. K 84


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.50 0.50 - - Brown soil Sample not drawn

0.50 1.00 0.50 0.20 1 Grey limestone 45.08 1.12 3.80 1.00 12.46

1.00 2.00 1.00 0.40 2 do 48.90 0.64 3.20 0.80 5.44

2.00 3.00 1.00 0.50 3 do 48.67 0.80 3.00 0.70 6.24

3.00 4.00 1.00 0.50 4 do 49.12 0.64 3.00 1.00 4.66

4.00 5.00 1.00 - - Siliceous clay Sample not drawn

5.00 6.00 1.00 - - do do

6.00 6.20 0.20 0.06 Grey limestone


6.50 7.00 0.50 0.20 Grey limestone



9.00 10.00 1.00 0.28 6 Grey limestone 50.24 1.18 1.90 0.70 5.40

10.0 11.00 1.00 0.30 7 do 50.47 1.29 2.10 0.30 3.20

11.00 12.00 1.00 0.60 8 do 44.41 0.16 4.10 0.50 13.62



BORE HOLE NO. K 85


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.60 0.60 - - - Sample not drawn

0.60 1.00 0.40 - - (core loss) do

1.00 2.00 1.00 0.50 1 do 48.90 0.80 3.74 0.70 4.88

2.00 3.00 1.00 0.50 2 do 46.88 1.45 3.52 0.80 7.28

3.00 4.00 1.00 0.60 3 do 44.19 4.51 3.50 0.50 6.30

4.00 4.40 0.40 0.25 4 Siliceous grey limestone 42.17 3.06 4.40 0.60 10.90

4.40 5.00 0.60 0.15 Yellow grey limestone

5.00 6.00 1.00 0.36 5 Grey grey limestone with silica & shale 32.30 7.41 5.98 0.90 18.70

6.00 7.00 1.00 0.60 6 Grey shale with thin limestone bands 17.49 8.22 11.00 1.20 34.80

7.00 8.00 1.00 0.80 7 Grey limestone with silica & shale band 28.71 7.25 9.28 0.90 22.12


BORE HOLE NO. K 86


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 0.86 1 Grey limestone 46.65 1.12 3.50 0.50 8.00

3.00 4.00 1.00 0.73 2 do 49.79 1.45 2.44 0.50 3.44

4.00 5.00 1.00 0.49 3 do 48.00 1.45 3.00 0.60 6.60

5.00 6.00 1.00 0.36 4 do 46.88 0.48 3.50 0.30 9.40

6.00 7.00 1.00 0.76 5 do 47.79 1.45 1.53 0.30 2.96

7.00 8.00 1.00 0.73 6 do 44.41 1.93 4.36 0.40 10.96


BORE HOLE NO. K 93


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 0.63 1 Grey limestone 46.20 1.45 2.40 0.60 9.44

3.00 4.00 1.00 0.84 2 do 48.22 1.45 3.20 0.40 5.46

4.00 5.00 1.00 0.90 3 do 44.19 3.06 4.4 0.70 7.60

5.00 6.00 1.00 0.98 4 do 49.12 2.25 2.50 0.50 4.04

6.00 7.00 1.00 1.00 5 do 46.88 2.25 3.0 0.50 6.12

7.00 14.00 7.00 0.87 - Grey limestone with shale bands Sample not drawn

BORE HOLE NO. K 94


No.


1 2 3 4 5 6 7 8 9 10 11 12


0.30 1.00 0.70 0.60 1 Grey limestone 48.67 0.16 3.50 0.90 6.60

1.00 2.00 1.00 0.80 2 do 46.43 0.64 3.70 1.10 10.20

2.00 3.00 1.00 0.60 3 do with shale and silica 40.60 0.64 5.50 1.30 17.40

3.00 4.00 1.00 0.52 4 do 39.25 6.12 2.20 1.20 11.80

4.00 5.00 1.00 0.65 5 do 28.04 15.64 3.90 1.50 11.00

5.00 13.00 8.00 - - do with clay and shale Sample not drawn

BORE HOLE NO. K 95


No.


1 2 3 4 5 6 7 8 9 10 11 12


0.20 1.00 0.80 0.40 1 Pink limestone 45.08 1.29 4.76 0.50 9.10

1.00 2.00 1.00 0.90 2 Greyish pink limestone 42.39 1.93 4.36 1.00 13.18

2.00 3.00 1.00 0.98 3 Grey limestone with shale & silica 38.13 0.48 7.76 1.70 19.40

3.00 4.00 1.00 0.60 4 do 41.49 0.80 6.38 1.30 13.42

4.00 5.00 1.00 0.50 5 Grey limestone 49.35 1.29 2.52 0.80 4.06

5.00 6.00 1.00 0.75 6 do 47.10 0.80 1.88 0.70 8.20

6.00 7.00 1.00 0.85 7 do 48.45 0.64 3.16 0.60 6.04

7.00 8.00 1.00 0.92 8 do 44.86 3.54 4.48 0.30 5.56

8.00 9.00 1.00 0.90 9 do 43.31 3.54 3.34 0.50 9.70

9.00 10.00 1.00 0.85 10 do 43.74 3.22 3.56 0.50 8.76

10.00 11.00 1.00 0.90 11 Grey limestone 49.12 0.96 2.56 0.40 5.54

11.00 12.00 1.00 0.80 12 do 47.55 2.50 1.68 0.60 5.80

12.00 13.00 1.00 0.80 13 do 47.10 0.80 3.38 0.50 8.18

13.00 14.00 1.00 0.80 14 do 47.10 1.29 4.98 0.50 6.44


15.00 16.00 1.00 0.85 16 Grey limestone with high silica & shale

bands

21.98 1.77 19.68 1.20 33.56

16.00 17.00 1.00 0.98 17 do 25.57 0.96 14.66 1.10 34.40

17.00 18.00 1.00 1.00 18 do 36.33 2.90 6.46 0.90 19.56

18.00 19.00 1.00 0.80 19 do 36.56 4.35 4.84 0.80 18.79

19.00 20.00 1.00 0.90 20 do 36.56 2.09 7.34 0.80 19.86

20.00 21.00 1.00 0.70 21 do 28.04 3.38 12.68 1.20 28.00

21.00 22.00 1.00 0.90 22 Grey limestone 50.92 0.64 2.24 0.41 3.52


BORE HOLE NO. K 98


No.


1 2 3 4 5 6 7 8 9 10 11 12


0.50 1.50 1.00 0.58 1 Grey limestone 45.76 0.96 4.22 0.50 8.78

1.50 2.00 0.50 0.27 2 do 49.35 1.29 2.84 0.40 4.10

2.00 3.00 1.00 0.82 3 do 50.47 1.12 2.54 0.30 3.44

3.00 4.00 1.00 0.57 4 do 43.96 0.64 4.94 0.90 13.40

4.00 11.00 7.00 - - Greyish pink calcshale Sample not drawn

BORE HOLE NO. K 99


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.60 1 Grey limestone Sample not drawn

1.00 1.55 0.55 0.45 Grey siliceous limestone 49.35 0.16 4.60 0.40 6.50

1.55 2.00 0.45 0.40 2 Grey limestone 43.96 1.12 3.50 1.20 13.48

2.00 3.00 1.00 0.80 3 Grey limestone with shale & silica

(Dola)

28.26 11.93 4.10 1.50 14.60


4.00 5.00 1.00 0.70 - Greyish green shale do

5.00 5.70 0.70 0.45 - do do

5.70 6.00 0.30 0.30 - do do

6.00 7.00 1.00 0.90 - do do

7.00 8.00 1.00 1.00 - do with limestone bands do

8.00 9.00 1.00 0.85 4 do 27.59 4.19 10.90 1.70 27.00

9.00 10.00 1.00 0.85 5 Grey limestone 45.31 1.45 5.30 0.50 9.40

10.00 11.00 1.00 0.87 6 do 45.08 3.38 3.80 0.60 6.00

11.00 12.00 1.00 1.00 7 do 48.67 1.12 3.60 0.60 5.00

12.00 13.00 1.00 0.95 8 do 46.65 1.93 2.94 0.80 7.00

13.00 17.00 4.00 - - Grey shale with limestone bands Sample not drawn

BORE HOLE NO. K 100


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellowish brawn soil Sample not drawn


2.00 3.00 1.00 0.55 2 Grey limestone 46.65 0.32 4.80 1.20 9.06

3.00 4.00 1.00 0.40 - Brownish shale Sample not drawn

4.00 5.00 1.00 0.30 - do do

5.00 6.00 1.00 0.25 3 Grey limestone 47.10 0.96 4.74 1.10 7.24

6.00 7.00 1.00 0.60 4 do 45.76 0.48 5.36 1.10 9.36

8.00 8.50 0.50 0.33 6 do 47.55 0.48 4.56 1.70 6.40

8.50 9.00 0.50 0.29 do 45.53 0.32 3.56 1.00 10.00

9.00 10.00 1.00 0.85 7 do 49.35 0.48 3.28 0.80 0.80

10.00 11.00 1.00 0.80 8 do 50.02 0.80 3.20 0.80 1.98

11.00 12.00 1.00 0.70 9 do 47.33 0.64 5.00 1.00 7.42

12.00 20.00 8.00 0.90 - Grey limestone with shale band Sample not drawn

BORE HOLE NO. K 102


No.


1 2 3 4 5 6 7 8 9 10 11 12


0.55 1.00 0.46 0.93 1 Grey limestone 43.51 3.08 10.0 0.6 4.24


2.00 3.00 1.00 0.76 3 Grey limestone 43.96 0.90 12.8 0.7 4.66


4.00 5.00 1.00 0.71 5 Grey limestone 43.96 0.16 12.08 0.8 5.2

5.00 5.70 0.70 0.50 6 do 45.53 2.7 7.5 0.4 3.8

5.70 11.00 5.30 - - Yellow stickly siol Sample not drawn

BORE HOLE NO. K 103


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.50 0.50 - - Yellowish soil Sample not drawn

0.50 1.00 0.50 0.17 1 Brown colour shale 9.42 2.58 53.36 1.9 21.6

1.00 2.00 1.00 0.27 2 Grey limestone 45.76 2.25 6.88 0.7 4.1

2.00 3.00 1.00 0.58 3 do with shale and silica 37.91 1.61 18.72 1.2 7.7

3.00 4.00 1.00 - - yellow clay Sample not drawn

4.00 5.00 1.00 - - do do

5.00 6.00 1.00 - - do do

6.00 7.00 1.00 - - do do

7.00 8.00 1.00 - - do do

8.00 9.00 1.00 0.97 4 Grey limestone 48.90 0.96 4.32 0.4 3.4

9.00 9.70 0.70 0.66 5 Grey limestone 43.29 3.22 9.36 0.6 4.7

9.70 10.00 0.30 0.20 Grey siliceous limestone

10.00 10.40 0.40 0.37 6 do 39.25 0.16 19.00 1.3 6.5

10.40 11.00 0.60 0.51 Grey shaly limestone


BORE HOLE NO. K 104


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - yellow soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 0.45 1 Grey limestone 44.41 0.80 4.12 1.10 5.10


4.00 5.00 1.00 - - do do

5.00 6.00 1.00 - - do do

6.00 7.00 1.00 - - do do

7.00 8.00 1.00 0.38 2 Grey limestone 46.88 0.96 3.82 1.00 5.98


8.50 9.00 0.50 0.40 3 Grey limestone 46.88 1.45 3.62 0.90 8.34

9.00 10.00 1.00 1.00 4 do 44.91 0.32 4.90 1.20 12.00

10.00 17.00 7.00 - - do-with silica veins Sample not drawn

BORE HOLE NO. K 105


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 3.75 0.75 - - do do

3.75 4.00 0.25 0.15 1 Grey limestone 42.17 1.12 6.02 1.10 13.98


5.00 5.40 0.40 0.25 - calc shale do

5.40 6.00 1.00 0.60 2 Grey limestone 43.51 0.40 5.28 1.20 14.30



8.00 9.00 1.00 0.54 5 Grey limestone 48.22 0.48 6.68 0.20 3.88

9.00 10.00 1.00 0.56 6 Grey limestone 50.47 0.32 2.42 0.30 5.50

10.00 11.00 1.00 0.73 7 do 48.90 0.40 4.12 0.30 5.28


12.00 13.00 1.00 0.70 - Grey shale Sample not drawn

13.00 14.00 1.00 0.78 - do do

BORE HOLE NO. K 107


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown yellow soil Sample not drawn

1.00 2.00 1.00 0.55 1 Grey limestone 42.84 2.25 5.62 0.80 10.86


2.50 3.00 0.50 2.28 3 Grey shale with calcite Grey shaly

limestone

39.92 1.45 7.46 1.20 14.98

3.00 4.00 1.00 0.55

4.00 4.60 0.60 - - Yellow clay band Sample not drawn


5.00 6.00 1.00 0.28 5 Grey limestone 48.90 1.12 3.84 0.50 3.80


6.50 7.00 0.50 0.46 6 Grey limestone 48.00 0.96 5.10 0.50 5.48


7.60 8.00 0.40 0.20 7 Grey limestone 48.67 1.12 3.82 0.60 4.42



BORE HOLE NO. K 109


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Brown yellow soil Sample not drawn

1.00 2.00 1.00 0.80 1 Grey limestone 43.29 0.96 5.64 0.80 12.68

2.00 2.35 0.35 0.30 Grey siliceous limestone Sample not drawn


2.70 3.00 0.30 0.30 Grey shale with limestone band Sample not drawn



BORE HOLE NO. K 112


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 2.20 0.20 - - do do


3.00 4.00 1.00 0.46 2 Grey limestone 45.53 1.29 3.66 0.80 9.36


5.00 6.00 1.00 0.42 4 do 40.82 0.32 7.56 0.90 16.24

6.00 7.00 1.00 0.64 5 do 37.68 0.32 8.02 0.90 21.22

7.00 7.20 0.20 0.15 6 Grey limestone clay 46.88 1.93 4.20 0.40 5.62

7.20 7.80 0.60 -

7.80 8.00 0.20 0.10

8.00 9.00 1.00 0.85 7 Grey limestone 46.20 2.09 4.40 0.40 7.04

9.00 10.00 1.00 0.82 8 do 48.45 0.96 3.50 0.30 5.24

10.00 11.00 1.00 0.85 9 do 45.76 0.96 4.40 0.50 9.40


12.00 13.00 1.00 0.50 11 Grey limestone 47.78 1.45 3.98 0.40 5.90

13.00 14.00 1.00 0.58 12 do 48.00 1.22 3.68 0.40 6.30

14.00 15.00 1.00 0.48 13 do 48.22 0.96 3.68 0.40 7.00

15.00 16.00 1.00 0.57 14 do 47.78 0.96 3.34 0.30 6.40

16.00 21.00 5.00 0.56 - Grey limestone with shale band Sample not drawn

BORE HOLE NO. K 113


No.


1 2 3 4 5 6 7 8 9 10 11 12121


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do


4.00 5.00 1.00 0.40 - do do

5.00 6.00 1.00 0.37 - do do

6.00 7.00 1.00 - - yellow clay do


8.00 9.00 1.00 0.65 - do do

9.00 10.00 1.00 0.70 1 Grey limestone 44.80 0.64 6.42 1.00 7.42


11.00 12.00 1.00 0.63 3 do do

12.00 13.00 1.00 0.42 4 do do

13.00 14.00 1.00 0.69 5 do 46.20 0.80 6.76 0.90 7.06

14.00 15.00 1.00 0.55 6 do 49.35 0.80 3.34 0.50 3.84

BORE HOLE NO. K 114


No.


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 0.40 - - do do

3.00 3.40 0.40 - - do do

3.40 4.00 0.60 0.20 - do do

4.00 4.60 0.60 0.10 1 Yellow sandy soil 45.92 0.64 17.32 2.80 46.60




7.00 7.40 0.40 0.05 - clay Sample not drawn

7.40 8.00 0.60 0.40 4 Grey limestone 45.53 0.64 4.80 1.10 9.74


9.00 10.00 1.00 0.15 6 Grey limestone 46.20 0.48 4.48 1.00 0.94

10.00 11.00 1.00 0.70 7 do 44.63 0.32 4.92 1.10 12.00

11.00 12.00 1.00 0.75 8 do 43.51 0.64 5.72 1.10 12.32

12.00 13.00 1.00 0.90 9 do 48.90 0.64 3.68 0.70 4.80

13.00 14.00 1.00 0.80 10 do 46.88 0.96 3.92 0.70 7.98


15.00 21.00 6.00 - - Grey limestone band Sample not drawn

BORE HOLE NO. K 116


No.


1 2 3 4 5 6 7 8 9 10 11 12


0.50 1.00 0.50 0.25 - Yellow shale do

1.00 2.00 1.00 0.28 - do do

2.00 3.00 1.00 0.36 - do do

3.00 4.00 1.00 0.30 - do do

4.00 5.00 1.00 0.94 1 Grey limestone 44.39 0.48 6.18 1.50 10.68

5.00 6.00 1.00 0.96 2 do 45.08 0.32 5.96 1.50 10.38

6.00 7.00 1.00 0.90 3 Grey shale with silica & limestone band 20.18 0.48 14.10 2.90 43.18

7.00 7.55 0.55 0.40 4 do

7.55 8.00 0.45 0.40 Grey limestone 27.81 0.96 11.32 2.70 32.64


9.00 10.00 1.00 0.90 6 Grey limestone 47.78 0.32 4.28 0.60 7.76

10.00 11.00 1.00 0.78 7 do 48.00 0.48 4.24 0.60 7.34

11.00 12.00 1.00 0.65 8 Grey limestone with silica 34.76 0.96 9.22 1.70 23.76

12.00 13.00 1.00 0.90 9 Grey limestone 48.22 0.64 3.62 0.60 6.62

13.00 14.00 1.00 0.78 10 do 48.90 0.48 3.08 0.40 6.22

14.00 15.00 1.00 0.71 11 do 49.12 0.32 3.38 0.40 5.86


BORE HOLE NO. K 117


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 0.50 0.50 - - Reddish brown surface soil Sample not drawn

0.50 0.60 0.10 0.10 1 Grey limestone 47.10 1.12 5.16 0.50 6.22


1.00 2.00 1.00 0.37 2 Grey limestone 43.51 0.80 4.94 1.20 12.54

2.00 3.00 1.00 0.47 3 do 42.62 1.12 4.96 1.10 13.64


4.00 5.00 1.00 0.75 5 Grey limestone 45.98 1.12 4.89 0.90 8.04

5.00 6.00 1.00 0.43 6 do 46.65 0.32 4.08 1.20 12.34

6.00 7.00 1.00 0.83 7 do 49.57 2.09 2.80 0.80 3.20

7.00 8.00 1.00 0.84 8 do 49.35 0.48 3.36 0.60 6.12

8.00 9.00 1.00 0.81 9 do 45.98 0.64 4.50 0.70 10.82

9.00 10.00 1.00 0.91 10 do 49.35 0.80 2.54 0.60 6.62


BORE HOLE NO. K 118


No.


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yrown brown soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 - - do do

5.00 6.00 1.00 - - do do


7.00 8.00 1.00 0.30 2 Greenish yellow calc shale 15.47 0.16 18.00 3.00 48.04

8.00 9.00 1.00 0.86 3 Grey limestone 42.62 1.12 4.94 1.00 13.64

9.00 10.00 1.00 0.94 4 do 46.88 0.64 3.60 0.90 8.30

10.00 11.00 1.00 1.00 5 do 45.08 0.80 5.12 0.90 10.96


12.00 13.00 1.00 0.95 7 Grey limestone 46.23 0.48 4.14 1.00 8.54

13.00 14.00 1.00 0.98 8 do 48.98 1.29 4.16 0.80 8.14

14.00 15.00 1.00 1.00 9 do 50.02 0.64 3.38 0.80 4.66

15.00 16.00 1.00 1.00 10 do 48.67 0.80 3.48 0.80 6.46


BORE HOLE NO. K 119

From To Run Core Spl No. Lithology Cao Mgo A1203 Fe203 Si02 LOI

1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellowith brown sandy soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 - - yellow clay do

5.00 6.00 1.00 - - do do

6.00 7.00 1.00 - - do do

7.00 8.00 1.00 - - do do

8.00 9.00 1.00 - - do do

9.00 10.00 1.00 - - do do

10.00 11.00 1.00 - - do do

11.00 12.00 1.00 - - do do

12.00 13.00 1.00 - - do do

13.00 14.00 1.00 0.37 - Greyish green shale 48.00 0.32 5.22 0.80 6.00

14.00 15.00 1.00 0.90 1 Grey limestone 39.25 0.96 8.74 1.30 17.20


16.00 17.00 1.00 0.90 3 Grey limestone 49.12 0.80 3.48 0.60 4.96

17.00 18.00 1.00 0.95 4 do 50.24 0.64 3.48 0.50 3.40


19.00 20.00 1.00 0.62 - Grey shale with thin limestone band & clay do

20.00 21.00 1.00 0.56 - do

BORE HOLE NO. K 120


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 - - do do

5.00 6.00 1.00 - - do do

6.00 7.00 1.00 - - do do

7.00 8.00 1.00 - - do do

8.00 9.00 1.00 0.34 1 Grey yellow shale 5.15 0.64 19.32 3.00 62.94

9.00 10.00 1.00 0.30 2 Grey yellow limestone with shale 24.67 0.32 13.02 1.90 38.48

10.00 11.00 1.00 0.33 3 do 40.37 0.48 8.22 1.40 15.10

11.00 12.00 1.00 0.23 4 do 33.87 0.64 9.96 1.90 23.58

12.00 13.00 1.00 0.44 5 Grey shale 10.54 0.32 18.54 2.30 56.44

13.00 14.00 1.00 0.40 6 do 14.58 0.80 18.06 2.30 48.54


15.00 16.00 1.00 0.82 8 Grey limestone 47.10 0.64 4.32 1.00 7.50

16.00 17.00 1.00 0.81 9 do 48.90 0.96 4.06 0.90 4.88

17.00 18.00 1.00 0.85 10 do 45.98 0.96 5.20 1.20 7.64

18.00 19.00 1.00 0.85 11 do 47.10 0.96 5.08 1.20 6.24

19.00 22.00 3.00 - - do do

BORE HOLE NO. K 121


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.60 - Greyish yellow shale Sample not drawn

1.00 2.00 1.00 0.90 - do do

2.00 3.00 1.00 0.79 - do do

3.00 3.70 0.70 0.62 1 calc shale 9.15 1.45 23.00 3.20 52.82

3.70 4.00 0.30 0.19

4.00 5.00 1.00 0.98 2 Pink limestone 43.06 0.96 4.82 1.20 11.60

5.00 6.00 1.00 0.94 3 do with shale band 41.49 0.96 6.08 1.80 13.84

6.00 6.40 0.40 0.35 4 do 36.33 0.96 1.24 1.70 19.62

6.40 7.00 0.60 0.40 5 Green shale 7.85 0.48 18.94 3.70 59.74

7.00 7.30 0.30 0.28 6 do 8.97 0.64 18.20 3.80 58.24

7.30 7.75 0.45 0.43 7 Pinkish grey limestone with shale 41.72 0.32 6.40 1.60 59.20

7.75 8.00 0.25 0.25 8 Grey shale 7.40 0.96 19.28 3.60 59.20

8.00 8.80 0.80 0.70 9 Grey shale 19.06 1.61 14.90 3.10 42.08

8.80 9.00 0.20 0.10 do


9.75 10.00 0.25 0.20 11 Grey shale 13.23 1.12 18.68 3.60 50.00

10.00 10.35 0.35 0.25 12 do 8.72 1.12 22.20 3.80 52.08


11.00 12.00 1.00 0.68 14 Grey limestone 48.00 0.32 4.91 1.00 6.74


1 2 3 4 5 6 7 8 9 10 11 12

12.00 13.00 1.00 0.86 15 do 42.17 0.80 7.36 1.50 11.00

13.00 14.00 1.00 0.72 16 do shaleband 36.33 1.61 7.70 2.20 20.98

14.00 15.00 1.00 0.98 17 do 33.87 1.77 8.02 2.20 23.80

15.00 16.00 1.00 0.89 18 Grey limestone 49.12 0.80 3.20 1.00 4.90

19.00 17.00 1.00 0.82 19 do 48.90 0.64 4.20 0.90 4.88

17.00 18.00 1.00 0.90 20 do 47.78 0.32 4.50 1.20 7.36

18.00 19.00 1.00 0.80 21 do 44.19 0.48 4.64 1.40 10.92


BORE HOLE NO. K 122


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 - - do do

5.00 6.00 1.00 0.40 - Green shale Sample not drawn

6.00 7.00 1.00 0.70 - do do

7.00 8.00 1.00 0.70 - do do

8.00 9.00 1.00 0.72 - do do

9.00 10.00 1.00 0.55 - do do

10.00 11.00 1.00 0.51 - do do

11.00 11.60 0.60 0.17 - do do

11.60 12.00 0.40 0.30 1 Grey limestone 44.41 0.32 4.96 1.40 10.44

12.00 13.00 1.00 0.26 2 Green shale with clay 12.11 1.93 18.04 3.70 50.24

13.00 14.00 1.00 0.96 3 Grey limestone 48.00 0.48 4.64 1.20 6.18

14.00 15.00 1.00 0.85 4 do 48.22 0.32 4.90 0.90 5.90

15.00 16.00 1.00 0.85 5 do 49.22 0.48 5.00 1.00 5.64

16.00 17.00 1.00 0.97 6 do 48.00 0.64 4.52 0.90 5.70

17.00 18.00 1.00 1.00 7 do 48.65 0.96 5.56 0.90 4.26

18.00 19.00 1.00 1.00 8 do 48.65 0.96 3.24 1.20 4.32

19.00 20.00 1.00 1.00 9 do 43.06 0.80 8.16 1.50 10.26

BORE HOLE NO. K124


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Reddish soil Sample not drawn


2.00 3.00 1.00 1.00 2 do 37.46 1.12 7.40 8.90 19.96

3.00 4.00 1.00 0.92 3 do 43.06 0.96 5.08 6.28 13.54

4.00 5.00 1.00 0.90 4 do 46.65 0.48 4.76 6.06 7.42


6.00 7.00 1.00 1.00 6 Greyish yellow limestone with shale

band.

38.35 1.29 17.32 9.08 10.48

7.00 8.00 1.00 1.00 7 Grey limestone 43.74 1.29 11.90 5.42 6.96

8.00 9.00 1.00 0.83 8 do 45.33 1.12 9.30 4.88 5.68

9.00 10.00 1.00 1.00 9 do 48.22 0.80 6.78 2.38 3.08

10.00 11.00 1.00 1.00 10 do 49.35 0.64 5.98 1.76 2.46

11.00 12.00 1.00 1.00 11 do 44.19 1.77 8.90 5.18 5.98

12.00 13.00 1.00 1.00 12 do 44.41 2.09 9.58 7.52 5.54

13.00 14.00 1.00 1.00 13 do 44.41 0.32 9.32 4.34 8.22

14.00 15.00 1.00 1.00 14 do 44.19 2.09 10.18 3.18 5.24

15.00 16.00 1.00 1.00 15 do 49.57 0.64 6.18 3.36 3.98

16.00 17.00 1.00 0.83 16 do 48.00 0.64 7.06 10.22 4.26


17.63 18.00 0.37 0.37

18.00 18.20 0.20 0.13 18 do 37.46 6.45 11.76 5.68 6.98

18.20 19.00 0.80 0.40 21.31 8.38 28.26 12.02 10.82

19.00 20.00 1.00 0.80 19 Green limestone with shale & silica

20.00 21.00 1.00 1.00 20 do 24.22 3.06 31.18 14.82 16.92

21.00 22.00 1.00 1.00 21 do 34.54 1.12 25.48 9.84 11.44

22.00 23.00 1.00 1.00 22 Grey limestone 42.84 1.25 16.00 3.78 4.58


24.00 25.00 1.00 1.00 24 do 34.76 0.80 23.86 9.92 11.02

25.00 26.00 1.00 0.90 25 Grey limestone 44.41 1.29 10.02 6.70 7.40

26.00 27.00 1.00 0.90 26 do 44.65 0.80 7.82 4.84 5.44

27.00 28.00 1.00 0.88 27 do 43.06 0.64 13.50 5.72 6.52

28.00 29.00 1.00 0.86 28 do 47.33 0.96 8.22 4.56 5.26

BORE HOLE NO. K125


1 2 3 4 5 6 7 8 9 10 11 12


1.00 1.40 0.40 - - do do

1.40 2.00 0.60 0.40 1 Pink limestone 43.96 0.96 11.40 6.76 0.3

2.00 3.00 1.00 1.00 2 Pink limestone with shale band. 37.13 0.96 17.70 9.86 1.0

3.00 4.00 1.00 0.94 3 do 35.66 1.29 21.46 9.46 0.7

4.00 5.00 1.00 0.76 4 do 33.42 1.12 23.98 11.26 0.9

5.00 6.00 1.00 0.73 5 do 38.13 0.80 18.34 7.58 2.3

6.00 7.00 1.00 0.89 6 Grey limestone 42.62 0.96 12.04 8.18 0.8

7.00 8.00 1.00 0.88 7 do 45.08 1.29 9.38 5.10 0.5

8.00 9.00 1.00 0.81 8 do 50.02 0.96 4.66 1.88 1.4

9.00 10.0 1.00 0.89 9 do 8 46.43 1.12 7.06 2.96 1.1

10.00 11.00 1.00 0.90 10 do 48.67 0.64 5.80 3.00 1.0

11.00 12.00 1.00 0.96 11 do 48.22 0.48 7.24 3.38 0.8


13.00 14.00 1.00 0.93 13 do 41.27 2.58 11.42 5.52 1.5

14.00 15.00 1.00 0.90 14 Grey limestone 46.65 1.77 7.54 3.44 1.1

15.00 16.00 1.00 0.91 15 Grey limestone 48.00 0.64 7.78 3.88 0.9

16.00 17.00 1.00 0.96 16 do 49.12 0.32 4.62 3.20 0.2

17.00 26.00 9.00 - - Grey siliceous limestone Sample not drawn

BORE HOLE NO. K126


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 0.45 1 Pink limestone with shale. 39.98 1.45 16.50 6.44 2.09

4.00 5.00 1.00 0.61 2 do 38.35 0.80 18.06 8.94 2.80


5.75 6.00 0.25 0.25 3 Pink limestone with shale. 41.45 1.29 13.06 7.40 2.50

6.00 7.00 1.00 0.67 4 do 37.01 1.45 18.18 8.90 3.00

7.00 8.00 1.00 0.86 5 do 36.11 1.45 19.18 9.34 2.90

8.00 9.00 1.00 0.83 6 do 35.66 0.48 23.82 9.54 3.10

9.00 10.00 1.00 0.90 7 do 36.11 0.48 22.42 9.40 2.60

10.00 11.00 1.00 0.87 8 Grey limestone 43.74 1.29 10.64 5.48 1.50

11.00 12.00 1.00 0.86 9 do with shale 41.72 1.45 13.82 5.48 2.00

12.00 13.00 1.00 0.56 10 Grey limestone 45.98 0.80 11.82 3.38 1.30

13.00 14.00 1.00 0.64 11 do 41.72 0.64 14.46 7.50 1.60

14.00 15.00 1.00 0.70 12 do 45.98 0.64 11.50 4.02 1.10

15.00 16.00 1.00 0.80 13 Grey limestone 45.98 0.48 12.50 3.26 1.00

16.00 17.00 1.00 0.80 14 do 42.84 1.29 12.80 6.16 1.90


18.00 19.00 1.00 0.84 16 do 46.20 0.64 8.84 4.32 1.80


1 2 3 4 5 6 7 8 9 10 11 12

19.00 20.00 1.00 0.90 17 do 50.69 0.64 2.90 3.06 0.90

20.00 21.00 1.00 0.75 18 do with thin shale 46.88 0.96 8.24 5.00 1.10

21.00 22.00 1.00 0.90 19 Grey limestone 47.2 0.48 16.08 6.36 1.40

22.00 22.52 0.52 0.50 Grey shale with thin limestone



BORE HOLE NO. K127


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 - - do do

5.00 6.00 1.00 0.40 - yellow micaceous sandstone do


7.00 7.40 0.40 - - Clay Sample not drawn

7.40 8.00 0.60 0.45 2 Pink limestone with shale 41.27 0.48 15.60 7.32 1.4

8.00 9.00 1.00 0.80 3 do 41.27 0.96 15.22 6.90 1.5

9.00 9.40 0.40 0.27 4 Pink limestone 43.06 0.32 12.56 7.60 1.6

9.40 10.00 0.60 - - Brown yellow clay Sample not drawn

10.00 11.00 1.00 0.30 5 Pink limestone 43.06 1.12 10.82 6.60 1.3

11.00 12.00 1.00 0.68 6 Pink limestone with shale 38.13 1.61 19.94 5.48 1.7

12.00 12.65 0.65 0.52 7 do 31.85 1.29 27.82 9.00 1.5

12.65 13.00 0.35 0.30 8 Pink shele with thin limestone 13.90 1.45 47.28 10.40 4.2

13.00 13.70 0.70 0.20 9 do 12.11 1.29 51.02 19.80 5.0

13.70 14.00 0.3 0.21 10 Grey limestone 42.84 0.98 11.84 7.50 1.3


14.15 14.70 0.55 0.45 12 Yellow green shale 17.27 1.12 43.30 15.90 0.64

14.70 15.00 0.33 0.31 13 Grey limestone 43.96 0.64 9.82 6.56 1.29


1 2 3 4 5 6 7 8 9 10 11 12

15.00 16.00 1.00 0.75 14 do 44.86 0.64 8.50 7.14 1.12

16.00 17.00 1.00 0.98 15 do 45.08 0.64 9.76 5.42 0.64

17.00 18.00 1.00 1.00 16 do 48.00 3.70 5.56 5.26 0.64


19.00 20.00 1.00 0.85 18 Grey limestone 49.78 1.29 4.86 3.48 3.70

20.00 21.00 1.00 0.91 19 do 46.43 0.64 7.40 4.98 0.32

21.00 22.00 1.00 0.94 20 do 46.88 1.29 7.08 3.80 1.29

22.00 23.00 1.00 0.93 21 do 48.45 0.96 4.40 3.06 0.64

23.00 24.00 1.00 0.87 22 Grey limestone 48.00 2.19 5.90 3.60 1.29

24.00 25.00 1.00 0.94 23 do 48.90 2.09 3.96 3.12 1.00

25.00 26.00 1.00 0.94 - Grey shale with calcite Sample not drawn

26.00 27.00 27.00 1.00 0.96 Grey shale 44.86 1.29 7.6 4.9 1.06

27.00 30.00 3.00- - - do Sample not drawn

BORE HOLE NO. K130


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 0.40 - Green shale do

4.00 5.00 1.00 0.30 - do do

5.00 6.00 1.00 0.60 - do do

6.00 6.60 0.60 0.45 - do do



8.00 9.00 1.00 0.20 - Grey green shale limestone 29.38 0.8 29.18 12.18 2.3

9.00 10.00 1.00 0.30 3 Grey limestone 48.22 0.64 6.84 3.00 0.9

10.00 11.00 1.00 0.60 4 do 47.70 0.8 8.26 4.28 0.5

11.00 12.00 1.00 0.58 5 do 43.06 1.12 10.96 6.52 0.6

12.00 13.00 1.00 0.90 6 do 43.74 1.45 9.88 6.00 1.00

13.00 14.00 1.00 0.90 7 do 44.86 0.8 9.34 6.30 0.5

14.00 15.00 1.00 0.85 8 do 47.10 0.8 6.60 4.62 0.6

15.00 16.00 1.00 0.75 9 Grey limestone 48.90 1.12 2.42 0.5 5.04

16.00 19.00 3.00 - - Grey shale Sample not drawn

BORE HOLE NO. K133


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellow surface soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 - - do do

5.00 6.00 1.00 - - do do

6.00 7.00 1.00 - - do do

7.00 8.00 1.00 - - do do

8.00 8.65 0.65 0.60 1 Yellow grey limestone with shale 32.52 0.80 12.48 1.3 24.80






11.00 15.00 4.00 - - do do

15.00 16.00 1.00 0.79 4 Grey limestone 47.78 1.29 0.4 4.62 4.92

16.00 17.00 1.00 0.71 5 Grey limestone 49.78 1.12 0.3 3.36 3.18

17.00 18.00 1.00 0.53 6 do 45.53 1.93 0.5 4.48 7.16

18.00 19.00 1.00 0.40 7 do 44.41 1.93 4.74 0.3 8.10

19.00 20.00 1.00 0.67 8 do 44.19 1.45 4.74 0.4 8.50

BORE HOLE NO. K 106


1 2 3 4 5 6 7 8 9 10 11 12

0.00 12.00 12.00 - - Shale Sample not drawn

BORE HOLE NO. K 110

0.00 12.00 12.00 - - Shale Sample not drawn

BORE HOLE NO. K 131

0.00 18.00 18.00 - - Soil+shale Sample not drawn

BORE HOLE NO. K 134

0.00 18.00 18.00 - - Reddish soil + shale Sample not drawn

BORE HOLE NO. K S4

0.00 15.00 15.00 - - Surface soil + shale Sample not drawn

BORE HOLE NO. K S19

0.00 16.00 16.00 - - Shale and shaly limestone Sample not drawn

BORE HOLE NO. S1


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 Nil - Yellow soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 - - do do

5.00 6.00 1.00 0.20 1 Siliceous limestone with clay bands 41.05 1.29 5.44 1.1 13.98


7.00 8.00 1.00 0.42 - Brown clac shale do

8.00 9.00 1.00 - - Yellow clay do


10.00 11.00 1.00 0.70 3 do 29.83 10.00 7.66 1.3 15.18



13.00 14.00 1.00 0.60 6 do 30.05 2.74 11.48 1.6 21.02

14.00 15.00 1.00 0.90 7 do 40.60 2.90 5.60 1.5 12.54

15.00 16.00 1.00 0.80 8 Grey limestone with thin shale & calcite 42.62 3.22 4.02 1.3 10.40


17.00 20.00 3.00 - - Grey limestone bands Sample not drawn

BORE HOLE NO. S2


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 Nil - Yellow surface soil Sample not drawn

1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 0.25 Yellow sandstone do

5.00 6.00 1.00 0.43 1 Grey limestone 43.74 1.12 3.92 0.7 13.10

6.00 7.00 1.00 0.58 2 do 46.20 0.96 3.62 0.6 11.00

7.00 8.00 1.00 0.37 3 do 43.96 0.90 3.28 1.0 12.92

8.00 9.00 1.00 0.10 - Grey shale & clay Sample not drawn

9.00 10.00 1.00 0.78 4 Grey limestone 50.47 0.80 - - -

10.00 11.00 1.00 0.74 5 do 50.69 1.12 2.08 0.4 3.10

11.00 12.00 1.00 0.72 6 do 48.22 0.80 1.80 0.6 2.80

12.00 13.00 1.00 0.72 7 do 52.71 0.48 1.08 0.4 7.64

13.00 14.00 1.00 0.70 8 do 51.14 1.64 1.86 0.3 2.02

14.00 15.00 1.00 0.82 9 do 48.19 0.96 2.08 0.3 3.90

15.00 15.20 0.20 0.15 10 do 40.50 1.12 4.28 0.4 12.08

15.20 16.00 0.80 0.45 do

16.00 17.00 1.00 0.73 11 do 45.98 0.96 4.78 0.2 19.50


BORE HOLE NO. S3


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - do do

3.00 4.00 1.00 - - do do

4.00 5.00 1.00 - - do do

5.00 6.00 1.00 - - do do

6.00 7.00 1.00 0.27 - Pink shale do

7.00 7.20 0.20 0.15 1 do 6.50 0.96 15.05 1.7 54.22

7.20 8.00 0.80 0.57 2 Pink limestone with thick clay & shale band 32.07 1.12 4.30 0.5 17.50

8.00 9.00 1.00 0.70 3 do 30.05 1.29 9.84 0.7 22.90

9.00 10.00 1.00 0.40 4 do 38.13 1.93 9.20 0.7 17.04

10.00 11.00 1.00 0.90 5 do 38.80 1.61 8.42 1.9 16.28

11.00 12.00 1.00 0.75 6 do 34.76 2.25 9.40 1.8 20.38

12.00 13.00 1.00 0.85 7 do 29.61 2.25 10.30 1.7 28.20

13.00 14.00 1.00 0.67 8 do 32.52 1.93 6.10 1.2 19.10

14.00 15.00 1.00 0.46 9 Pink limestone with clay bands. 41.27 0.80 6.90 1.3 14.90

15.00 16.00 1.00 0.57 10 Grey limestone with clay band. 38.58 0.80 8.68 0.9 16.52

16.00 17.00 1.00 0.71 11 Grey limestone with clay bands. 39.25 1.61 8.60 0.6 19.56

17.00 18.00 1.00 0.75 12 Grey limestone 47.78 1.12 3.48 0.1 5.88

18.00 19.00 1.00 0.70 13 do 48.22 0.96 2.80 0.9 4.78


1 2 3 4 5 6 7 8 9 10 11 12

19.00 20.00 1.00 0.78 14 Grey limestone 48.67 0.64 3.60 0.5 3.76

20.00 21.00 1.00 0.70 15 do 46.20 2.09 3.48 0.7 5.40

21.00 22.00 1.00 0.68 16 do 46.65 1.93 3.00 0.8 5.92

22.00 23.00 1.00 0.65 17 do 47.10 2.09 3.54 1.3 4.96

23.00 24.00 1.00 0.60 18 do 49.12 1.93 3.20 0.8 2.20

24.00 25.00 1.00 0.62 19 do 46.20 1.45 4.54 0.9 6.30

25.00 26.00 1.00 0.60 20 do 48.00 0.32 4.08 0.8 6.78

26.00 27.00 1.00 0.43 21 do 44.41 1.45 5.38 0.6 9.00

27.00 28.00 1.00 0.75 22 Grey shale with siliceous limestone 34.99 1.61 9.58 1.0 21.44

28.00 29.00 1.00 0.86 23 Grey limestone 43.96 2.58 5.30 0.5 9.40

29.00 30.00 1.00 0.89 - Grey shale with siliceous limestone Sample not drawn

BORE HOLE NO. S5


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 0.60 1 Greyish yellow limestone 48.90 1.12 2.44 0.60 6.20

2.00 3.00 1.00 0.55 2 do 48.00 1.12 2.46 0.70 7.08

3.00 4.00 1.00 0.50 3 do with clay 48.22 0.96 2.62 0.60 6.54

4.00 5.00 1.00 0.60 4 do 47.33 1.12 2.64 0.60 8.12

5.00 6.00 1.00 0.77 5 do 46.88 0.96 4.30 0.90 10.10

6.00 7.00 1.00 0.66 6 do 50.92 0.64 2.18 0.30 4.40

7.00 8.00 1.00 0.70 7 Grey limestone with calcite 50.47 0.80 2.50 0.30 5.50


9.00 10.00 1.00 0.65 9 Grey limestone 48.90 0.64 3.30 0.30 6.04

10.00 10.25 0.25 0.23 Grey siliceous limestone Sample not drawn

10.25 10.50 0.25 0.25 10 Grey shale with limestone band do

10.50 11.00 0.50 0.32 do

11.00 12.00 1.00 0.80 11 do 31.85 9.19 4.06 0.80 16.50

12.00 13.00 1.00 0.90 12 do 35.68 1.45 3.98 0.90 22.40

13.00 14.00 1.00 0.70 13 do 25.12 5.32 9.62 1.90 30.08

14.00 15.00 1.00 0.90 14 do 21.98 6.45 10.00 2.00 35.56

15.00 16.00 1.00 0.80 15 do 32.52 5.32 8.52 1.30 21.18


17.00 17.75 0.75 0.75 17 do 32.30 3.38 8.63 1.3 24.00


1 2 3 4 5 6 7 8 9 10 11 12

17.75 24.00 7.25 - do Sample not drawn

BORE HOLE NO. S6


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 Nil - Yellowish brown sandy soil Sample not drawn

1.00 2.00 1.00 0.42 - Green yellow shale do

2.00 3.00 1.00 0.40 - do do

3.00 4.00 1.00 0.45 - do do

4.00 5.00 1.00 0.50 - do with pink shale do

5.00 6.00 1.00 0.40 - do do

6.00 6.35 0.35 0.12 - Pink shale do

6.35 7.00 0.65 0.53 1 Pink limestone with thick shale band 33.64 1.29 5.50 1.30 27.60

7.00 8.00 1.00 0.72 2 do 36.11 1.12 4.90 1.20 23.80

8.00 9.00 1.00 0.70 3 do 36.33 1.45 5.58 1.10 22.40

9.00 10.00 1.00 0.80 4 Pink limestone 43.29 0.64 5.16 0.90 14.90

10.00 11.00 1.00 0.70 5 do 42.62 0.64 5.10 1.20 15.60


12.00 13.00 1.00 0.82 7 do 38.13 1.29 4.60 1.70 21.70

13.00 14.00 1.00 0.67 8 do 33.42 1.61 4.80 1.50 29.40

14.00 15.00 1.00 0.65 9 do 37.91 0.96 4.60 1.00 23.60

15.00 16.00 1.00 0.80 10 Pink limestone with grey limestone. 43.06 2.58 3.30 0.70 12.50

16.00 17.00 1.00 0.95 11 Grey limestone 35.89 2.25 3.58 1.10 13.10


1 2 3 4 5 6 7 8 9 10 11 12

17.00 18.00 1.00 0.90 12 do 46.65 2.09 4.50 0.8 23.90

18.00 19.00 1.00 0.20 13 do 48.00 2.25 3.50 0.40 6.40

19.00 20.00 1.00 0.65 14 do 50.02 1.61 2.90 0.50 5.70

20.00 21.00 1.00 0.40 15 do 50.47 1.61 1.60 0.70 3.90

21.00 22.00 1.00 0.70 16 do 47.33 1.12 1.80 0.60 3.40

22.00 23.00 1.00 0.72 17 do 47.55 1.09 3.30 0.70 5.70

23.00 24.00 1.00 0.70 18 do 46.43 1.93 3.50 0.80 5.58

24.00 25.00 1.00 0.46 19 do 48.60 1.61 2.80 0.70 6.60

25.00 26.00 1.00 0.70 20 do 45.98 1.61 3.40 1.10 5.20

26.00 27.00 1.00 0.80 21 do 42.39 2.09 2.50 0.7 11.10



BORE HOLE NO. S7


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.67 1 Grey shale with thin sandstone bands Sample not drawn

1.00 1.30 0.30 0.30 2 Grey limestone 20.18 2.58 6.64 0.8

1.30 2.00 0.70 0.42 Grey siliceous limestone 40.82 1.45 4.10 0.7

2.00 3.00 1.00 0.87 3 Brown calcareous shale 30.05 13.06 3.6 0.8

3.00 4.00 1.00 0.56 4 Brown calcareous shale with dolomite 25.57 13.22 5.0 0.8


5.00 6.00 1.00 0.80 - do do

6.00 7.00 1.00 0.91 - do do

7.00 8.00 1.00 0.93 - Grey shale with limestone band do

8.00 9.00 1.00 0.91 5 Grey shaly limestone 38.13 2.41 5.22 0.9

9.00 10.00 1.00 0.70 6 Grey brown calcareous shale 31.40 2.09 5.22 1.2 29.40


10.60 11.00 0.40 0.23 - Grey shale with limestone band do

11.00 12.00 1.00 0.44 - Greyish brown shale do

12.00 13.00 1.00 0.38 7 Grey shale 29.16 0.80 6.78 1.3 35.62


14.00 19.00 5.00 - - Brown shale with clay Sample not drawn

BORE HOLE NO. S8


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.15 1 Yellowish grey limestone with clay band 43.06 3.22 5.86 0.8 9.18

1.00 2.00 1.00 0.60 2 Green yellow shale 47.10 2.74 4.30 0.6 4.76

2.00 3.00 1.00 0.42 3 do 41.49 1.77 5.12 1.00 12.38

3.00 4.00 1.00 0.60 4 do 48.00 1.12 2.92 0.7 5.58

4.00 5.00 1.00 0.80 5 do 42.84 3.22 6.10 0.8 8.38

5.00 6.00 1.00 0.83 6 do 43.06 3.22 6.80 0.5 9.58

6.00 7.00 1.00 0.97 7 Grey limestone with calcite 48.22 0.96 4.50 0.7 4.80

7.00 8.00 1.00 1.00 8 do 48.22 1.12 3.96 0.4 4.12

8.00 9.00 1.00 0.82 9 do 48.61 0.96 3.00 0.3 3.22

9.00 10.00 1.00 0.80 10 do 50.02 0.80 2.70 0.4 3.80

10.00 1.00 1.00 0.67 11 do 50.02 0.64 3.74 0.3 5.82

11.00 12.00 1.00 0.63 12 do 49.79 0.96 2.80 0.5 4.32

12.00 12.80 0.80 0.60 13 Grey limestone one with shale band 45.08 1.12 6.38 0.7 9.06

12.80 13.00 0.20 0.20 14 Grey limestone 40.15 2.00 7.42 1.4 15.3

13.00 13.30 0.30 0.30 15 Grey limestone 44.86 1.45 5.80 0.5 9.28



BORE HOLE NO. S9


1 2 3 4 5 6 7 8 9 10 11 12


0.50 1.00 0.50 0.24 - Micaceous sandstone do

1.00 2.00 1.00 0.30 - Pink shale do

2.00 3.00 1.00 Nil - Yellow sandy clay do

3.00 3.20 0.20 0.10 - Pink Limestone with shale bands Sample not drawn

3.20 4.00 0.80 0.70 1 do 32.92 0.80 3.78 1.30 32.46

4.00 5.00 1.00 0.97 2 do 34.09 1.29 3.24 1.20 27.94

5.00 6.00 1.00 0.94 3 do 32.75 1.29 4.38 1.40 30.44

6.00 7.00 1.00 0.93 4 do 35.89 1.12 3.78 1.60 26.20

7.00 8.00 1.00 0.98 5 do 35.44 1.29 4.32 1.20 26.48

8.00 8.46 0.46 0.46 Pinkish grey Limestone with shale band. 39.03 0.96 4.60 0.70 20.82

8.46 9.00 0.54 0.54 6 Grey Limestone with shale bands.

9.00 10.00 1.00 0.84 7 Yellow grey Limestone with shale band 34.99 0.80 4.82 0.80 27.70

10.00 11.00 1.00 0.78 8 do. 39.03 0.80 4.30 1.20 22.02

11.00 12.00 1.00 0.90 9 Yellowish grey Limestone 42.02 1.12 4.80 0.60 15.40

12.00 13.00 1.00 0.92 10 Yellowish grey Limestone with shale band 39.25 0.96 4.68 1.00 21.88

13.00 14.00 1.00 0.79 11 Yellowish grey Limestone 46.02 1.29 4.78 0.70 11.44

14.00 15.00 1.00 0.94 12 Grey Limestone 46.65 1.12 5.60 0.50 7.32

15.00 16.00 1.00 0.67 13 do- shale band 38.80 0.64 5.64 0.50 22.08

16.00 17.00 1.00 0.92 14 do 39.95 1.61 4.90 1.00 18.00


1 2 3 4 5 6 7 8 9 10 11 12

17.00 18.00 1.00 0.93 15 Grey Limestone 43.51 1.71 3.58 0.60 12.88

18.00 19.00 1.00 0.98 16 do 45.31 0.64 3.72 0.50 12.48

19.00 20.00 1.00 0.100 17 do 49.35 0.96 2.72 0.40 5.02

20.00 21.00 1.00 0.94 18 do 48.90 0.80 2.60 0.60 7.20

21.00 22.00 1.00 0.88 19 Grey Limestone 49.35 0.64 2.70 0.60 4.80


23.00 24.00 1.00 0.85 21 Grey Limestone 43.29 0.96 3.72 0.70 13.40

BORE HOLE NO. S11


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.0 Nil - Yellowish brown surface soil Sample not drawn

1.00 2.00 1.00 0.88 - Brown calc shale with calcite vains do

2.00 3.00 1.00 0.60 1 Grey limestone 43.74 0.80 6.76 1.8 8.92


4.00 5.00 1.00 0.65 3 Greyish yellow limestone 44.19 0.96 5.02 1.7 8.34

5.00 6.00 1.00 0.75 4 do 43.96 1.12 6.18 1.7 10.60



BORE HOLE NO. S12


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 0.76 1 Yellowish grey limestone 44.86 2.58 4.28 0.7 8.80

1.00 2.00 1.00 0.84 2 do 46.65 1.12 4.36 0.5 7.20

2.00 3.00 1.00 0.93 3 Grey limestone 49.78 0.96 2.54 0.6 4.10

3.00 4.00 1.00 0.95 4 Grey limestone 50.02 0.80 3.38 0.41 3.28

4.00 5.00 1.00 0.87 5 do 48.00 1.77 3.26 0.3 4.66


6.00 7.00 1.00 0.75 7 do 40.37 1.12 5.70 1.2 14.08


8.00 9.00 1.00 0.84 9 Grey shale 27.59 2.67 6.76 2.0 15.32

9.00 10.00 1.00 0.96 10 do 21.98 9.83 9.04 2.2 29.00

10.00 11.00 1.00 1.00 11 do 14.13 10.00 12.98 2.1 34.02

11.00 12.00 1.00 1.00 12 do 26.91 9.03 8.68 1.3 22.44

12.00 13.00 1.00 0.91 13 Grey limestone 47.10 0.80 4.78 0.8 7.60


14.00 15.00 1.00 1.00 15 Grey shale 18.31 8.71 11.90 1.12 33.80


BORE HOLE NO. S13


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 Nil - do do

2.00 3.00 1.00 0.62 1 Pink limestone with thin shale band 38.13 1.29 3.70 0.7 22.28

3.00 4.00 1.00 0.10 2 Pink limestone 46.20 1.12 2.80 0.6 10.60

4.00 5.00 1.00 0.85 3 Pink limestone with shale bands. 36.13 1.12 4.30 0.9 22.00

5.00 6.00 1.00 0.85 4 Greyish yellow limestone with shale band 41.49 2.50 2.30 1.00 16.40

6.00 7.00 1.00 0.78 5 Grey limestone 45.98 1.29 3.50 0.7 10.00

7.00 8.00 1.00 0.78 6 do 47.10 1.12 2.60 0.4 9.30

8.00 9.00 1.00 0.80 7 do 9 47.33 1.12 2.10 0.7 8.26

9.00 10.00 1.00 0.80 8 do 48.45 0.80 2.90 0.5 7.60

10.00 11.00 1.00 0.88 9 do 48.67 0.96 3.00 0.4 5.40

11.00 12.00 1.00 0.80 10 do 49.57 0.96 3.08 0.4 4.96

12.00 13.00 1.00 0.87 11 do 47.33 1.93 2.74 0.6 5.44

13.00 14.00 1.00 0.90 12 do 47.55 2.25 3.18 0.5 5.30

14.00 15.00 1.00 0.88 13 do 48.00 1.61 3.42 0.5 4.64

15.00 16.00 1.00 0.84 14 do 48.22 1.12 3.32 0.6 5.90

16.00 17.00 1.00 0.81 15 Grey limestone 43.96 1.29 4.42 0.7 12.60


18.00 19.00 1.00 0.50 17 do 40.82 1.61 5.26 0.7 15.10

19.00 20.00 1.00 0.72 18 do 40.37 0.48 5.12 0.9 20.20


1 2 3 4 5 6 7 8 9 10 11 12


21.00 22.00 1.00 0.98 20 do 33.42 0.48 4.38 1.3 33.00

22.00 23.00 1.00 0.97 21 do 39.25 1.29 3.78 0.9 19.90


24.00 25.00 1.00 0.88 23 do 39.48 1.12 4.10 0.8 19.50

25.00 26.00 1.00 0.92 24 do 33.19 0.96 3.92 1.4 32.10

26.00 27.00 1.00 0.90 25 Grey limestone 42.84 1.12 4.92 0.9 13.30

27.00 28.00 1.00 0.97 26 do 46.43 1.29 3.28 0.8 7.60


BORE HOLE NO. S14


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 Nil - Brownish sandy soil Sample not drawn

1.00 2.00 1.00 0.15 - Pinkish brown sand stone do

2.00 3.00 1.00 0.33 - Olive green micacesous shale do

3.00 4.00 1.00 0.24 - do do

4.00 5.00 1.00 0.27 - Olive green shale do

5.00 6.00 1.00 0.80 - do do

6.00 7.00 1.00 0.70 - do do

7.00 8.00 1.00 0.80 - do do

8.00 8.30 0.30 0.30 - do do

8.30 8.55 0.25 0.25 - Pink limestone with shale do

8.55 9.00 0.45 0.45 - Pink shale with green shale do

9.00 10.00 1.00 0.26 do do

10.00 11.00 1.00 0.70 - Green shale do

11.00 12.00 1.00 0.28 - do do

12.00 13.00 1.00 0.80 - do do

13.00 14.00 1.00 0.44 1 Pink limestone 43.76 1.93 4.82 1.8 9.20

14.00 15.00 1.00 0.82 2 do 43.29 1.61 5.02 2.0 10.02

15.00 16.00 1.00 0.75 3 do 44.80 1.61 1.70 2.1 11.66


17.00 18.00 1.00 Nil - do do


1 2 3 4 5 6 7 8 9 10 11 12

18.00 19.00 1.00 0.50 4 Pink limestone 45.08 1.29 4.24 1.4 8.70

19.00 20.00 1.00 0.75 5 Pink shaly limestone 26.02 2.25 11.40 4.5 28.02

20.00 21.00 1.00 Nil - clay Sample not drawn


21.50 22.00 0.50 0.30 Grey limestone

22.00 23.00 1.00 0.75 7 do 47.10 0.96 4.38 1.3 5.04


24.00 25.00 1.00 0.82 9 do 48.67 1.29 2.54 1.4 4.10

25.00 26.00 1.00 0.85 10 do 50.04 0.80 2.90 0.9 2.22

26.00 27.00 1.00 0.70 11 do 50.04 0.96 2.42 0.7 2.70

27.00 28.00 1.00 0.30 12 do 44.86 2.09 3.66 0.8 7.56


29.00 30.00 1.00 - - Clay Sample not drawn

BORE HOLE NO. S15


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 - - Yellow soil 34.99 8.71 3.88 1.6 13.08

1.00 2.00 1.00 0.50 1 Brown calcareous shale with thick band of

calcareous limestone

31.40 8.06 5.58 1.8 18.04

2.00 3.00 1.00 0.41 2 Siliceous limestone 20.68 8.87 11.20 2.4 30.42

3.00 4.00 1.00 0.40 3 Calcareous shale 19.06 4.45 10.96 3.0 34.42

4.00 5.00 1.00 0.68 4 do 33.64 6.77 5.32 1.8 14.64


6.00 7.00 1.00 0.60 6 do 29.61 4.51 2.00 1.9 24.20

7.00 7.50 0.50 0.45 7 Sample not drawn

7.50 8.00 0.50 0.45 Grey limestone with thick shale band

8.00 8.80 0.80 0.60 8 do 24.67 6.93 10.12 2.1 26.42

8.00 9.00 0.20 0.14 Brown calcareous shale

9.00 10.00 1.00 0.74 9 Grey limestone do 37.46 3.22 5.90 1.7 15.84

10.00 11.00 1.00 0.80 10 Grey limestone do 45.98 2.09 4.00 0.8 7.96

11.00 12.00 1.00 0.73 11 Grey limestone 48.00 1.45 4.36 0.7 3.04


13.00 14.00 1.00 0.87 13 do 32.97 8.06 6.68 1.1 14.18

14.00 15.00 1.00 0.84 14 do 25.12 12.42 7.86 1.3 2.20

BORE HOLE NO. S16


1 2 3 4 5 6 7 8 9 10 11 12


1.00 2.00 1.00 - - do do

2.00 3.00 1.00 - - Clay do

3.00 4.00 1.00 - - Grey shaly limestone with clay do



6.00 7.00 1.00 1.00 2 Grey limestone 45.76 1.12 4.10 0.6 7.86


8.00 9.00 1.00 0.50 4 Grey limestone 48.90 1.12 2.84 0.8 3.96

9.00 10.00 1.00 0.75 5 do 46.88 1.29 3.60 0.9 5.58

10.00 11.00 1.00 0.60 6 do 48.90 1.29 2.44 0.7 3.50

11.00 12.00 1.00 0.63 7 do 48.00 1.45 2.74 0.5 4.72

12.00 13.00 1.00 0.82 8 Grey limestone 48.22 1.29 3.44 0.5 4.60


14.00 15.00 1.00 0.40 10 do 38.03 2.58 4.38 1.9 18.12

15.00 16.00 1.00 0.85 11 Grey shaly limestone 39.48 5.00 - - 12.58


BORE HOLE NO. S20


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 Nil - Yellow brown sandy Sample not drawn

1.00 2.00 1.00 Nil - do do

2.00 3.00 6.00 Nil - do do

8.00 9.00 1.00 0.10 - Yellow stickly clay do

9.00 10.00 1.00 0.90 - do with greenish yellow limestone do

10.00 11.00 1.00 0.15 - Yellow sticky clay do

11.00 12.00 1.00 0.77 - do do

12.00 12.50 0.50 0.37 - do do

12.50 13.00 0.50 0.40 1 Grey limestone 47.78 1.77 3.08 0.6 5.70


14.00 14.50 0.50 0.40 2 Grey limestone 48.22 1.29 2.90 1.2 5.22


15.00 16.00 1.00 0.67 3 Grey limestone 47.33 1.12 3.36 0.4 6.42



16.80 17.00 0.20 0.15 - Grey shale do



BORE HOLE NO. S22


1 2 3 4 5 6 7 8 9 10 11 12

0.00 1.00 1.00 Nil - Yellow sandy surface soil Sample not drawn

1.00 3.00 2.00 Nil - do do

3.00 4.00 1.00 Nil - do do

4.00 4.60 0.60 0.60 - Grey shaly limestone with clay 24.89 7.09 9.28 2.8 28.50

4.60 5.00 0.40 0.12 1 Brown clay with thin limestone Sample not drawn

5.00 6.00 1.00 0.24 - Brown clay with shale band do


7.00 8.00 1.00 0.45 3 Grey limestone 42.17 3.70 4.94 1.2 9.98

8.00 9.00 1.00 0.50 4 do 42.39 3.06 4.70 1.5 6.62


10.00 11.00 1.00 0.64 6 Grey limestone 46.65 1.93 3.76 0.9 6.80


12.00 13.00 1.00 0.71 8 do 35.21 5.32 5.39 0.9 16.38


0.00 1.00 1.00 Nil - Brown sandy surface soil Sample not drawn

1.00 3.00 2.00 Nil - do do

3.00 4.00 1.00 0.15 - Yellowish green micaceous sandstone do

4.00 5.00 1.00 0.18 - Pink sandstone do

5.00 6.00 1.00 0.18 - Olive green shale with clay do

6.00 7.00 1.00 0.10 - do do


1 2 3 4 5 6 7 8 9 10 11 12

7.00 8.00 1.00 0.18 1 Grey yellow limestone with clay 44.80 3.38 3.14 1.8 6.76

8.00 9.00 1.00 0.60 2 Grey limestone 46.20 1.77 4.48 1.4 6.76

9.00 10.00 1.00 0.88 3 Grey limestone 48.45 1.77 3.16 0.8 3.80


11.00 12.00 1.00 Nil - do do

12.00 13.00 1.00 - - do do

13.00 14.00 1.00 0.20 - do do




STATEMENT OF RESOURCES CALCULATION

A KARONDI BLOCK ANNEXURE. 1

Limestone Band Average % Resources

B.H.No

Depth O.B. From To Run Core CaO MgO SiO2 Weighted CaO%

Weighted CaO% of B.H.

Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

K-1 14.65 0.30 0.30 3.65 3.35 2.42 47.42 5.68 9.06 47.42 47.52 10000 108750 83000

7.00 8.00 1.00 0.90 47.86

K-2 30.00 0.00 0.00 5.00 5.00 4.32 46.96 1.50 7.62 47.09 47.09

10000 125000 108000

K-3 19.70 0.75

0.75

2.80

11.00

1.30

7.30

13.00

0.65

4.50

2.00

0.49

3.32

1.89

41.49

37.55

44.83

1.70

1.64

1.45

15.85

14.86

12.26

39.76

4380 44.81 15000 268125 213750

K-4 28.00 0.25 0.25 2.00 1.75 1.60 45.10 3.50 9.58 44.65 44.28

10000 143750 124000 6.00 7.00 1.00 0.83 46.20 3.54 6.84 46.20

9.00 12.00 3.00 2.53 43.44 1.72 11.50 43.44

K-5 29.00 3.00 0.20

4.00

3.80

0.70

42.99 2.16 14.12 42.41 43.04

10000 170250 88250

6.00 9.00 3.00 2.83 43.86 2.09 12.17 43.86

K-6 17.00 1.00 1.00 5.00 4.00 3.30 47.55 1.73 6.04 47.55 48.22 15000 187500 156750

10.00 11.00 01.00 0.88 50.92 0.96 5.18 50.92

K-7 24.00 0.20

0.20

5.00

4.80 3.10

46.14

1.80

8.06

46.36

46.18 15000 255000 174375 8.00 10.00 02.00 1.55 45.76 1.13 9.87 45.76

K-8 19.00 1.00 1.00 5.00 4.00 3.17 45.53 2.87 0.53 45.53 45.53 15000 150000 118875

K-9 19.50 7.00 7.00 9.00 2.00 1.97 44.30 0.56 0.30 44.30 44.30 25500 127500

125587.5

K-10 37.00 0.20 0.20 11.00 10.80 9.3 46.96 1.73 1.27 46.96 46.96 15000 405000 348750


B.H.No



Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

K-11 23.00 0.20 0.20 4.00 3.80 3.09 45.85 1.30 1.57 45.89

44.547 10000

170000

143000 08.00 09.00 01.00 0.86 42.39 1.93 42.39

13.00 15.00 02.00 1.77 43.075 1.21 43.075

K-12 25.00 1.00 1.00

3.00

2.00

1.75

43.34 1.17 14.68 42.39 43.53

10000

125000 99000

05.00 08.00 3.00 2.21 44.29 1.77 12.20 44.29

K-16 20.50 1.00 1.00 5.00 4.00 2.15 48.95 1.23 7.00 48.98 48.98 10000

100000

53750

K-17 19.00 1.00 1.00 6.00 5.00 3.72 48.54 0.32 10.30 48.54 48.54

10000

125000

93000

K-18 17.00 0.40 0.40

7.00

6.60

5.1

49.68 0.82 4.77 47.22 47.90

10000

190000

138750

9.00 10.00 01.00 0.45 52.43 0.18 3.18 52.43

K-19 16.00 0.00 0.00 1.00 1.00 0.70 43.98 20.12 12.24 41.49

47.30 16000 440000 404000

2.00 3.00 01.00 01.00 42.17 4.19 10.16 42.17

4.00 12.00 08.00 7.40 48.98 1.81 5.59 48.98

13.00 14.00 01.00 1.00 44.86 0.96 13.24 44.86

K-21 19.50 0.00 0 6.00 6.00 4.48 46.13 0.40 14.33 46.70

46.49 10000 185000 135750

8.60 10.00 1.40 0.95 47.22 1.85 4.05 45.63

K-22

21.00

1.00

1.00

2.00

1.00

0.80

46.13

0.40

14.33

44.86

47.16

10000

275000 249750


B.H.No



Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

4.00 15.00 10.00 9.19 43.08 0.59 10.55 47.39

K-23 22.00 0.00 0.00 6.00 6.00 4.80 47.68 1.17 8.63 43.76 43.76 10000 150000 120000

K-24 15.00 0.40

0.40

3.00

2.60

1.80

44.57 2.17 8.40 45.023

44.79 15000 135000 104625

7.00 8.00 1.00 0.99 44.19 1.93 9.86 44.19

K-26 29.50 0.00 0.00 1.00 1.00 0.20 44.22 2.25 11.79 42.33 45.19

10000 300000 272750

3.00 10.00 07.00 6.74 45.11 2.41 10.85 45.11

12.00 15.00 03.00 2.97 44.19 2.22 9.95 44.19

19.00 20.00 1.00 1.00 42.23 3.30 8.58 42.23

K-27 15.00 4.00 4.00

5.00

1.00

0.92

48.76 0.66 5.89 49.57 48.27

10000 125000

114250

8.00 12.00 4.00 3.65 47.92 0.68 6.38 47.94

K-28 20.00 2.00 2.00

6.00

4.00

2.56

45.56 0.67 11.89 45.59 45.56

10000 225000 173000

13.00 18.00 5.00 4.36 45.53 0.54 12.50 45.53

K-29 12.00 1.30 1.30 5.00 3.70 2.80 46.88 0.68 9.96 46.63 46.63 25500 235875 178500

K-31 20.00 3.00 3.00 12.00 9.00 5.55 46.49 0.46 12.62 46.49 46.49

10000

225000

138750

K-32 19.00 1.00 1.00 8.00 7.00 5.68 49.18 0.98 7.95 49.18 49.18 15000 262500 213000

K-34 14.00 1.00 1.00

11.00

10.00

8.32

49.21 0.46 8.50 49.21 49.21

34000 562500 468000

K-35 12.00 0.55 0.55 8 7.45 5.35 47.24 0.56 5.10 51.02 47.24 10000 186250 133750

K-36 17.00 1.00 1.00 06.00 05.00 3.99 50.06 0.53 7.84 50.15 50.07

10000 225000 162750

7.00 11.00 04.00 2.52 49.96 0.44 8.47 49.43


B.H.No



Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

K-37 20.00 1.00 1.00

8.00

7.00

5.29

48.98 0.73 8.19 48.98 48.98

15000

262500

198375

K-38 19.00 4.00 4.00 13.00 9.00 8.13 48.82 0.64 6.64 48.82 48.82 25500 573750

518287.

50

K-41 18.50 3.60 3.60 11 7.40 5.9 49.57 0.97 7.04 49.93 49.93 15000 277500 221250

K-42 15.00 4.55 4.55 09.00 4.45 2.77 46.66 1.00 8.23 45.61 46.46 10000 161250 110250

12.00 14.00 02.00 1.64 48.34 0.96 5.81 48.34

K-45 22.00 0.00 0.00 10 10.00 9.68 48.61 0.88 6.13 48.61 48.61 22400 560000 542080

K-46 18.00 0.40 0.40 3.00 2.60 2.28 44.70 2.21 10.94 44.065 43.09

10000 165000 114000

7.00 11.00 04.00 2.28 42.45 1.57 13.77 42.45

K-47 17.00 4.00 4.00 14.00 10.00 6.61 45.89 1.52 8.19 45.89 45.89 10000

250000

165250

K-48 19.50 5.00 5.00 9.00 4.00 2.78 46.60 1.33 7.69 46.60 46.60 10000 100000 69500

K-49 15.00 9.00 2.55 3.00 0.45

0.35 44.36 1.07 11.82 42.62 45.69

10000 111250 98750

9.00 13.00 4.00 3.60 46.09 0.85 9.17 46.09

K-50 15.00 1.00 1.00 8.00 7.00 5.35 48.63 0.85 7.95 48.63 48.63

15600 273000 208650

K-51 17.00 0.70 0.70 2.00 1.30 1.01 42.85 0.90 13.41 44.39 43.44

5400 85050 62235

4.00 9.00 5.00 3.60 42.62 0.91 15.00 43.17

K-52 18.50 0.30 0.30 4.00 3.70 2.36 45.76 0.80 11.26 45.39 45.39

1250 11562.5

71875


B.H.No



Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

K-53 17.00 0.40 0.40 11.00 10.60 8.75 48.25 0.71 7.64 48.24 48.24 6000 159000 131250

K-54 20.00 3.00 3.00 14.00 11.00 9.14 45.45 1.28 8.50 45.44 45.44 18000 495000 411300

K-57 18.00

3.00 3.00 4.00 1.00 0.85 45.65 0.80 10.91 43.74 45.65

400 2000

1550

07.00 08.00 1.00 0.70 47.55 0.80 8.36 47.55

K-58 18.00 1.50 1.50 7.00 5.50 4.98 46.73 0.72 9.41 46.72 46.72 600 8250 7470

K-59 22.00 2.00 2.00 9.00 7.00 4.14 48.46 0.75 3.31 48.46 48.46 6400 112000 66240

K-60 15.00 1.00 2.00 3.00 1.00 0.68 45.48 2.09 8.73 44.63 46.09 5000 87500

75750

4.00 10.00 6.00 5.38 46.33 2.08 7.38 46.44

K-62 15.00 1.00 1.00 06.40 5.40 4.14 46.45 1.12 6.43 47.31 47.31 2000 27000

20700

K-64 17.00 2.00 2.00 6.00 4.00 1.56 49.92 0.50 1.84 49.58 49.75 3600 45000

22230

11.00 12.00 1.00 0.91 50.02 0.48 6.94 50.02

K-67 25.00 2.00 2.00 7.00 5.00 4.12 48.77 1.03 7.30 48.77 48.77 600 7500

6180

K-68 24.00 7.20 7.20 9.00 1.80 1.52 46.32 2.58 5.69 46.21 46.21 7200 32400

27360

K-69 27.00 0.55 0.55

3.40

2.85

2.27

46.66 1.93 8.50 51.36

48.57 8000 204000 165400 4.65 6.00 1.35 1.05 47.32 1.61 7.82 46.78

10.00 11.00 01.00 0.80 43.06 1.93 14.18 4306


B.H.No



Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

13.00 18.00 05.00 4.15 45.35 2.74 8.50 45.37

K-71 30.00 9.00 9.00

20.00

11.00

9.18 47.53 1.87 6.38 47.53 47.53 12000 330000

275400

K-72 30.00 8.00 8.00

09.55

1.55

1.32

44.33 1.09 12.82 41.70

44.76 25500

736312.5

605625

11.00 21.00 10.00 8.18 46.59 1.29 8.42 45.23

K-73 30.00 3.40 3.40 5.00 1.60 0.92 45.75 0.88 10.04 42.25

46.55 18000 522000 392400 07.00 15.00 08.00 6.20 47.08 0.86 8.36 46.12

16.00 18.00 02.00 1.60 47.89 0.96 6.57 47.89

K-74 23.00 4.60 4.00 14.00 10.00 5.30 46.59 1.08 6.65 47.18 46.50 7700 192500 102025

K-76 30.00 6.35 6.35 9.35 3.00 2.37 45.66 1.00 7.50 42.21 45.19 18000 483750 382950

11.25 19.00 7.75 6.14 48.17 1.00 4.88 48.03

K-77 28.50 2.00

2.00 5.00 3.00 2.60 46.32 1.75 8.89 47.30

46.63 8000 320000 250000 06.00 15.00 09.00 6.65 47.45 1.45 7.51 47.45

19.00 23.00 04.00 03.25 44.47 2.62 6.45 44.47

K-78 23.50 1.55 1.55 08.00 6.45 5.48 49.26 1.80 7.80 46.95 45.02 10000 386250 315750

12.00 21.00 09.00 7.15 43.64 43.89

K-82 30.00 12.0

0 12.00 21.00 9.00 7.47 46.48 1.18 6.11 46.48 46.48 25500 573750

476212.50

K-83 27.30 10.30

10.30 16.00 5.70 4.33 46.60 1.21 6.04 46.83 46.83 18000 256500 194850

K-84 24.00 0.50 0.50 4.00 3.50 1.60 48.48 0.72 7.59 48.35 48.46 10000 187500 78500

6.00 7.00 1.00 0.36 49.12 0.48 6.62 49.12

9.00 12.00 3.00 1.18 48.37 0.88 7.41 48.38


B.H.No



Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

K-85 15.50 1.00 1.00 5.00 4.00 2.00 45.63 3.46 7.11 45.54 45.54 2500 25000 12500

K-93 14.00 2.00 2.00 7.00 5.00 4.35 46.96 2.40 6.30 46.92 46.92 2400 30000 26100

K-94 13.00 0.30 0.30 3.00 2.70 2.00 45.23 0.48 11.40 44.85 44.85 10000 67500 50000

K-95 30.00 0.20 0.20 14.00 13.80 10.95 45.16 1.70 8.20 46.92 46.92 18000 621000 492750

K-98 11.00 0.50 0.50 4.00 3.50 2.24 47.45 0.97 7.43 47.10 47.10 25500 223125 142800

K-99 17.00 0.00 0.00 2.00 2.00 1.45 46.18 0.52 7.90 46.66 46.50 10000 150000 128000

9.00 13.00 4.00 3.67 46.43 1.97 6.85 46.14

K-100 20.00 1.00 1.00 3.00 2.00 1.29 45.30 0.58 8.98 43.07 46.23 18000 405000 252450

5.00 12.00 07.00 4.32 46.09 0.59 6.17 47.52

K-102 11.00 0.55 0.55 3.00 2.45 2.39 43.38 1.82 11.68 42.29 43.24 15000 155625 135000

4.00 5.70 1.70 1.21 44.75 1.43 4.50 44.61

K-103 16.00 1.00 1.00 2.00 1.00 0.27 45.98 2.14 6.85 45.76 46.20 10000 75000 52500

8.00 10.00 2.00 1.83 46.10 2.09 4.05 46.00

K-104 17.00 2.00 2.00

3.00

1.00

0.45

45.77 0.88 7.86 44.41

45.09

15000 150000

83625

7.00 10.00 3.00 1.78 46.22 0.91 8.77 45.77

K-105 14.00 8.00 8.00

11.00

3.00

1.83

49.20 0.40 4.89 49.20

49.20

25500 191250

116662.

50

K-107 14.00 1.00 1.00 8.00 7.00 3.14 4.22 1.38 10.03 44.22 44.22 12100 211750 94985

K-109 15.00 1.00 1.00 2.00 1.00 0.80 43.29 0.96 12.68 43.29 43.29 13500 33750 27000

K-112 21.00 3.00 3.00 4.00 1.00 0.46 46.45 1.44 7.43 45.53 46.45 25500 637500 4111.875

7.00 16.00 9.00 5.99 46.55 1.46 7.21 44.81

K-113 15.00 9.00 9.00 15.00 6.00 3.19 46.14 0.73 6.67 46.14 46.14 Missing in map


B.H.No



Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

K-114 21.00 4.00 4.00 5.00 1.00 0.25 43.15 0.66 - 42.80 43.36 17000 365500 182325

7.40 15.00 7.60 4.04 43.96 0.59 10.77 43.43

K-116 20.00 4.00 4.00 6.00 2.00 1.90 45.78 0.50 9.83 44.74 45.78 36800 736000 609040

9.00 15.00 6.00 4.72 46.13 0.53 7.76 42.43

K-117 20.00 0.50 0.50 10.00 9.50 6.51 46.07 0.64 9.69 45.03 45.03 12000 285000 195300

K-118 18.30 8.00 8.00 16.00 8.00 7.62 45.62 0.80 9.94 46.62 46.62 12000 240000 228600

K-119 21.00 13.00

13.00 18.00 7.00 3.92 47.06 0.67 7.33 47.06 47.06 10000 175000 98000

K-120 22.00 15.00

15.00 19.00 4.00 3.33 47.27 0.88 6.57 47.27 47.27 25500 255000 212287.50

K-121 23.00 04.00

4.00 6.00 2.00 1.92 43.29 0.85 11.82 42.28 43.36 6600 175725 148005

10.35 19.00 8.65 7.05 43.51 0.82 11.72 43.61

K-122 20.00 11.60

11.60 20.00 9.40 7.19 43.26 0.77 11.44 43.18 43.18 14000 329000 251650

K-124 29.00 3.00 3.00 17.00 14.00 13.39 44.59 1.10 10.01 43.24

43.56 16500 783750 743737.

50 22.00 23.00 1.00 1.00 42.84 1.25 16.00 42.84

25.00 29.00 4.00 3.64 44.86 0.92 6.12 44.24

K-125 26.00 5.00 5.00 17.00 12.00 10.51 45.42 1.23 10.31 45.57 45.57 16000 480000 420400

K-126 25.00 10.00

10.00 22.00 12.00 9.49 43.88 1.31 12.38 44.88 44.88 20000 600000 474500

K-127 30.00 10.00

10.00 11.00 1.00 0.30 44.70 1.22 8.97 4306 42.74 28900 960925 843880

14.70 27.00 12.30 11.38 46.47 1.31 6.87 42.71

K-130 19.00 7.00 7.00 8.00 1.00 0.20 45.92 0.94 8.61 43.74 45.92 40000 800000 508000

9.00 16.00 7.00 4.88 46.22 0.96 7.76 46.23

K-133 20.00 15.00

15.00 20.00 5.00 3.10 46.34 1.54 6.37 46.34 46.34 44600 557500 345650


B.H.No



Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

Total 91

662.25 509.52 4079.9 129.08 831.76 1249550 M

2 or 125

Hect

23901975 or 23.90

MT

18207216 or 18.20 MT

Average

7.359 5.661 45.34 1.418 9.140 45.754 45.754

B. SAGODI BLOCK

B.H. No

Depth O.B. From To Run Core Average % Weighted

CaO% Weighted

CaO% of B.H.

Area of influence

Resources

CaO MgO SiO2 Run Core

S-1 20.00 15.00

15.00 17.00 2.00 1.52 42.51 3.22 10.55 42.55 42.55 40000 200000 152000

S-2 21.00 5.00 5.00 17.00 12.00 7.29 43.48 0.91 7.34 47.43 47.43 27200 816000 495720

S-3 30.00 17.00

17.00 29.00 12.00 8.12 45.94 1.51 7.51 45.94 45.94 26000 780000 527800

S-5 24.00 1.00 1.00 10.00 9.00 5.73 48.81 0.91 6.64 45.59 45.59 14400 324000 206280

S-6 38.00 9.00 9.00 11.00 2.00 1.50 45.59 1.65 9.54 42.96 45.59 28000 980000 663600

15.00 27.00 12.00 7.98 46.03

S-7 19.00 13.00

13.00 14.00 1.00 0.50 45.92 1.01 13.31 45.76 45.76 40000 100000 50000

S-8 20.00 0.00 0.00 13.30 13.30 9.39 46.03 1.69 7.31 44.35 44.35 30800 1024100 723030

S-9 24.00 11.00

11.00 24.00 11.00 9.73 43.92 1.01 13.31 43.92 44.30 32080 882200 780346

S-11 16.00 2.00 2.00 6.00 4.00 2.83 43.47 1.00 13.31 43.47 43.47 10900 109000 77117.5

S-12 23.00 0.00 0.00 7.00 7.00 6.00

46.01 1.43 7.76 45.34

45.56 22000 440000 380050 12.00 13.00 1.00 0.91 47.10


B.H.No



Area of influence

Run Core

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

S-13 35.50 3.00 3.00 20.00 17.00 13.12

45.05 1.31 10.56 45.22

45.16 40000 1900000 1499000 26.00 28.00 2.00 1.87 44.64

S-14 30.00 13.00

13.00 16.00 3.00 2.01 45.00 1.63 8.52 43.95

46.99 40000 1100000 658000 18.00 19.00 1.00 0.50 45.08

22.00 29.00 7.00 4.07 44.90

S-15 15.00 10.00

10.00 12.00 2.00 1.53 46.99 1.77 5.50 46.99 46.94 40000 200000 153000

S-16 19.00 6.00 6.00 7.00 1.00 1.00

44.52 1.73 8.35 44.52

43.74 43000 967500 698750 6.00 14.00 8.00 5.50 42.28

S-20 22.00 12.5

0 15.00 16.35 1.35 0.97 44.64 1.53 9.17 45.93 45.93 47300 159637.5

114702.50

S-22 15.00 7.00 10.00 11.00 1.00 0.64 43.74 2.90 7.80 46.65 45.93 47300 118250 75680

S-23 17.00 7.00 7.00 10.00 3.00 1.66 46.48 2.31 5.77 46.48 46.48 43000 322500 178450

Total 17

132.65 94.37

571980 M

2 or

57.20 Hect

10423187.5 or 10.42

MT

7433526or 7.43

MT

Average

7.802 5.551 45.18 1.618 8.96 61 45.394

Summary of Limestone Resources in Karondi Sagodi Area

S. No. Area Average

overburden

Average

Thickness

Weighted

CaO% Area

Resources

(In Million Tonnes)

As Per Run As Per Core

1 Karondi Area 3.101 M 5.661 M 45.754 125 Hect 23.90 18.20

2 Sagodi Area 7.735 M 5.551 M 45.394 57.20 Hect. 10.42 7.43

Karondi Sagodi Block 3.84 M 5.606 M 45.574 182.20 Hect 34.32 25.63

C:\USERS\USER\DESKTOP\13_AUCTIONABLE BLOCKS\KARONDI_SAGORI_DAMOH_G2_LIMESTONE\KARONDI-

SAGORI\SUMMARY KARONDI SAGORI.DOCX

Summary of the Mineral Block

PART A - GENERAL INFORMATION ABOUT MINERAL

BLOCK

FeaturesFeaturesFeaturesFeatures DetailsDetailsDetailsDetails

1.1.1.1. LocationLocationLocationLocation

Mineral Block KARONDI SAGODI LIMESTONE KARONDI SAGODI LIMESTONE KARONDI SAGODI LIMESTONE KARONDI SAGODI LIMESTONE BLOCKBLOCKBLOCKBLOCK

Corner Points (Latitude, Longitude) DGPS Coordinates

Latitude Longitude

22°19'24'' 75°5'54''

22°19'26'' 75°5'55''

22°19'27'' 75°5'57''

22°19'28'' 75°5'58''

22°19'30'' 75°5'59''

22°19'31'' 75°6'0''

22°19'32'' 75°6'2''

22°19'33'' 75°6'3''

22°19'34'' 75°6'5''

22°19'35'' 75°6'6''

22°19'37'' 75°6'7''

22°19'37'' 75°6'9''

22°19'37'' 75°6'11''

22°19'38'' 75°6'13''

22°19'38'' 75°6'14''

22°19'39'' 75°6'15''

22°19'40'' 75°6'17''

22°19'41'' 75°6'18''

22°19'42'' 75°6'19''

22°19'44'' 75°6'20''

22°19'45'' 75°6'21''

22°19'47'' 75°6'22''

22°19'48'' 75°6'23''

22°19'50'' 75°6'24''

22°19'52'' 75°6'24''

22°19'53'' 75°6'25''

22°19'55'' 75°6'25''

22°19'57'' 75°6'26''

22°19'59'' 75°6'26''

22°20'0'' 75°6'26''

22°20'2'' 75°6'26''

22°20'4'' 75°6'26''

22°20'6'' 75°6'27''

22°20'8'' 75°6'27''

22°20'9'' 75°6'27''

22°20'10'' 75°6'27''

22°20'10'' 75°6'29''

22°20'10'' 75°6'31''

22°20'10'' 75°6'32''

22°20'10'' 75°6'34''

22°20'10'' 75°6'36''

22°20'9'' 75°6'36''

22°20'13'' 75°6'35''

22°20'15'' 75°6'36''

22°20'17'' 75°6'36''



22°20'18'' 75°6'36''

22°20'17'' 75°6'38''

22°20'17'' 75°6'40''

22°20'17'' 75°6'41''

22°20'17'' 75°6'43''

22°20'17'' 75°6'45''

22°20'17'' 75°6'47''

22°20'17'' 75°6'49''

22°20'17'' 75°6'50''

22°20'17'' 75°6'52''

22°20'18'' 75°6'51''

22°20'19'' 75°6'50''

22°20'19'' 75°6'52''

22°20'18'' 75°6'52''

22°20'18'' 75°6'54''

22°20'18'' 75°6'56''

22°20'18'' 75°6'58''

22°20'18'' 75°6'59''

22°20'17'' 75°6'59''

22°20'17'' 75°7'1''

22°20'16'' 75°7'2''

22°20'16'' 75°7'3''

22°20'17'' 75°7'3''

22°20'19'' 75°7'4''

22°20'18'' 75°7'5''

22°20'18'' 75°7'6''

22°20'18'' 75°7'7''

22°20'17'' 75°7'8''

22°20'16'' 75°7'8''

22°20'15'' 75°7'8''

22°20'14'' 75°7'7''

22°20'12'' 75°7'6''

22°20'10'' 75°7'6''

22°20'9'' 75°7'5''

22°20'8'' 75°7'3''

22°20'6'' 75°7'3''

22°20'5'' 75°7'2''

22°20'6'' 75°7'1''

22°20'6'' 75°6'59''

22°20'7'' 75°6'58''

22°20'8'' 75°6'56''

22°20'7'' 75°6'55''

22°20'4'' 75°6'54''

22°20'3'' 75°6'55''

22°20'1'' 75°6'55''

22°19'59'' 75°6'55''

22°19'59'' 75°6'56''

22°19'58'' 75°6'55''

22°19'56'' 75°6'54''

22°19'56'' 75°6'53''

22°19'55'' 75°6'51''

22°19'55'' 75°6'50''

22°19'57'' 75°6'49''

22°19'57'' 75°6'48''

22°19'57'' 75°6'46''



22°19'56'' 75°6'45''

22°19'55'' 75°6'45''

22°19'55'' 75°6'44''

22°19'57'' 75°6'43''

22°19'58'' 75°6'42''

22°19'58'' 75°6'40''

22°19'58'' 75°6'38''

22°19'59'' 75°6'39''

22°20'1'' 75°6'38''

22°20'2'' 75°6'37''

22°20'2'' 75°6'35''

22°20'2'' 75°6'34''

22°20'2'' 75°6'32''

22°20'0'' 75°6'32''

22°19'59'' 75°6'32''

22°19'57'' 75°6'32''

22°19'56'' 75°6'31''

22°19'54'' 75°6'30''

22°19'53'' 75°6'31''

22°19'51'' 75°6'30''

22°19'50'' 75°6'31''

22°19'49'' 75°6'33''

22°19'49'' 75°6'33''

22°19'47'' 75°6'32''

22°19'47'' 75°6'31''

22°19'47'' 75°6'30''

22°19'45'' 75°6'29''

22°19'43'' 75°6'28''

22°19'42'' 75°6'29''

22°19'40'' 75°6'30''

22°19'39'' 75°6'32''

22°19'39'' 75°6'33''

22°19'37'' 75°6'30''

22°19'36'' 75°6'29''

22°19'34'' 75°6'28''

22°19'33'' 75°6'28''

22°19'33'' 75°6'26''

22°19'33'' 75°6'24''

22°19'33'' 75°6'22''

22°19'33'' 75°6'20''

22°19'33'' 75°6'19''

22°19'33'' 75°6'17''

22°19'33'' 75°6'15''

22°19'33'' 75°6'13''

22°19'33'' 75°6'11''

22°19'33'' 75°6'10''

22°19'32'' 75°6'8''

22°19'32'' 75°6'6''

22°19'31'' 75°6'5''

22°19'29'' 75°6'4''

22°19'27'' 75°6'4''

22°19'26'' 75°6'3''

22°19'25'' 75°6'2''

22°19'23'' 75°6'2''

22°19'21'' 75°6'2''



22°19'19'' 75°6'2''

22°19'17'' 75°6'2''

22°19'16'' 75°6'1''

22°19'14'' 75°6'1''

22°19'13'' 75°6'0''

22°19'13'' 75°5'59''

22°19'15'' 75°5'58''

22°19'16'' 75°5'58''

22°19'18'' 75°5'57''

22°19'20'' 75°5'56''

22°19'21'' 75°5'56''

22°19'23'' 75°5'55''

22°19'10'' 75°6'1''

22°19'10'' 75°6'2''

22°19'11'' 75°6'4''

22°19'13'' 75°6'5''

22°19'14'' 75°6'6''

22°19'16'' 75°6'6''

22°19'18'' 75°6'6''

22°19'20'' 75°6'6''

22°19'21'' 75°6'6''

22°19'23'' 75°6'7''

22°19'26'' 75°6'9''

22°19'28'' 75°6'9''

22°19'28'' 75°6'11''

22°19'29'' 75°6'12''

22°19'29'' 75°6'14''

22°19'29'' 75°6'16''

22°19'29'' 75°6'17''

22°19'29'' 75°6'19''

22°19'28'' 75°6'21''

22°19'28'' 75°6'23''

22°19'28'' 75°6'24''

22°19'27'' 75°6'26''

22°19'28'' 75°6'28''

22°19'28'' 75°6'30''

22°19'29'' 75°6'31''

22°19'31'' 75°6'32''

22°19'33'' 75°6'32''

22°19'33'' 75°6'32''

22°19'34'' 75°6'34''

22°19'35'' 75°6'35''

22°19'36'' 75°6'37''

22°19'36'' 75°6'38''

22°19'36'' 75°6'40''

22°19'35'' 75°6'41''

22°19'34'' 75°6'43''

22°19'34'' 75°6'44''

22°19'34'' 75°6'45''

22°19'36'' 75°6'47''

22°19'36'' 75°6'47''

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Villages Karondi mangarh, Sagodi khurd, Sagodi kalan, Konda

khurd, Salaiya badi

Tehsil/ Taluka Jabera

District Damoh

State Madhya Pradesh

2222 Area (hectares)Area (hectares)Area (hectares)Area (hectares) 278.90 H.

Mineralised Area About 184.83 Hect

Non-mineralised area 94.07 H.

Restricted Area 13.569 H

3333 ExplorationExplorationExplorationExploration

Status (G2/ G3/ G4 etc.) G2

Exploration Agency The Directorate of Geology and Mining, Mineral



Resources Department, Govt. of Madhya Pradesh

Total Number of Boreholes with meterage Total Number of Boreholes: 126 no.

Total meterage: 2581.45 M

Borehole Spacing (Density) Karondi block 100 X 100M, Sagodi block 400X400M

and 200X200M

4444 Quantity of Minerals (Grade wise)Quantity of Minerals (Grade wise)Quantity of Minerals (Grade wise)Quantity of Minerals (Grade wise)

Mineral Limestone Cement Grade CaO% 45.574

Total Geological Resources 34.320 Million Tonnes

5555 Mineralised ZonesMineralised ZonesMineralised ZonesMineralised Zones

Number of Mineral Zones 8

Trend (Dip and Strike) Strike: NE-SW, Dip-horizontal 0 to 60 Due south

Total Thickness Ranges between 1M to as much as 17 M

6666 AccessibillityAccessibillityAccessibillityAccessibillity

FeaturesFeaturesFeaturesFeatures DetailsDetailsDetailsDetails

Nearest Rail Head Damoh 39 km on Katni-Bina section of WCR

Road Jabalpur-Damoh Road

Airport 75 Km Jabalpur

7777 HydrographyHydrographyHydrographyHydrography

Local Surface Drainage Pattern (Channels) Dendritic to sub-dendritic pattern.

Rivers/ Streams Sahagna river flows from N-S

8888 ClimateClimateClimateClimate

Mean Annual Rainfall 1300mm

Temperature (December) 90 C

Temperature (June) 47.50 C

9999 TopographyTopographyTopographyTopography

Toposheet Number 55 M/14

Morphology of the area Ridges and Valleys

PART B - PARTTCTJLARS OF STATUTORY LICENSES, PERMITS,

I'ERMISSIONS, CONCESSIONS, APPROVALS AND CONSENTS RELATED

TO MINING OPBRATIONS

PerticularsPerticularsPerticularsPerticulars Details/ StatusDetails/ StatusDetails/ StatusDetails/ Status

1 Forest clearance To be obtained by the preferred bidder

2 Wild life clearance (sanctuary, reserve or

special zone clearances)

To be obtained by the preferred bidder

3 Environmental clearance To be obtained by the preferred bidder

4 Mining plan approval To be obtained by the preferred bidder

5 Consent to establish To be obtained by the preferred bidder

6 Explosive license To be obtained by the preferred bidder

7 Permission for mine opening To be obtained by the preferred bidder

8 Permission of installation/ trial operation of

equipment




9 Ground water clearance (Centre/State) To be obtained by the preferred bidder

10 Railway siding approval To be obtained by the preferred bidder

11 Approval for diesel storage To be obtained by the preferred bidder

12 Power line from state Discom To be obtained by the preferred bidder

13 Clearances relating to work under

an existing transmission line or shifting

of the transmission line


14 Grama Sabha consent To be obtained by the preferred bidder

15 Any other clearances to start mining operation To be obtained by the preferred bidder

PART CPART CPART CPART C---- PARTICULARS OF LANDPARTICULARS OF LANDPARTICULARS OF LANDPARTICULARS OF LAND

Land TypeLand TypeLand TypeLand Type Area (in Hectares)Area (in Hectares)Area (in Hectares)Area (in Hectares)

1. Total Concession Area 278.90 H.

2. Forest Land with Status 193.90 H.

3. Government Land with Status 85.00 H.

4. Private Land with Status -

5. Charagah/ Pasture Land (*) -

6. Revenue survey details of the area -

Note: (*) Refer Clause no 22

287

279

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Block_ID Sub_Block Remark Area5 5A Ancillary 18.907536 6A Ancillary 12.069022 2B Mineralised 0.345173 3A Mineralised 0.0368923 3B Mineralised 0.100853 3B Mineralised 0.8877930 2B Mineralised 0.7891540 2D Mineralised 0.278564

Total 33.41497

Remaining Area after 250 Mtr Buffer

Block_ID Sub_Block Remark Area2 2D Mineralised 8.5886692 2B Mineralised 9.0014263 3A Mineralised 0.3775313 3B Mineralised 6.5485332 2A Mineralised 3.9011492 2A Mineralised 2.8088617 7A Ancillary 2.5153937 7A Ancillary 9.7871832 2C Mineralised 0.9906874 4A Mineralised 0.5374056 6A Ancillary 0.0681596 6A Ancillary 5.5974972 2B Mineralised 0.0924175 5A Ancillary 0.764352

Total 51.57926

250 Mtr. Buffer Forest Area Detail

Block_ID Sub_Block Remark Area1 1A Mineralised 13.7230217 7A Ancillary 22.4004992 2A Mineralised 15.721452 2C Mineralised 4.3140914 4B Mineralised 84.2700317 7B Ancillary 21.9652364 4A Mineralised 30.59972 2D Mineralised 0.2480652 2B Mineralised 0.664944

Total 193.90704

Forest Area Detail

.

Legend250_Mtr_Forest_LineForest_Line<all other values>

Remarks250 Mtr BufferForestRevenue

Scale 1:4000

contents page no. a b s t r a c t geology of the area...

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