GOVT. OF MADHYA PRADESH Mineral Resources Department · OF MADHYA PRADESH Mineral Resources Department REPORT ON PROSPECTING OF LIMESTONE ... the prospecting from dated 03.12.2011

P.P.MISHRA

ASTT. GEOLOGIST

GOVT. OF MADHYA PRADESH

Mineral Resources Department

REPORT ON

PROSPECTING OF LIMESTONE

PONDI KALAN BLOCK

TEHSIL - AMARPATAN DISTT. SATNA

BY

CHECKED BY

Mr. S.M. Pandey (Regional Head, Rewa)

Directorate of Geology and Mining M.P.

Regional Office Rewa

F.S. 2011-2012

CONTENTS

Acknowledgement

Preface

Abstract

1. Introduction 01-04

1.1 Location and communication

1.2 Topography

1.3 Fauna and flora

1.4 Climate

1.5 Inhabitants

2. Previous Work 05-05

3. Present Work 06-06

4. Geology 07-11

4.1 Reconnaissance Survey

4.2 Regional Geology

4.3 Characteristics of Rock/Lithology

4.4 Local Geology

4.4.1 Survey

4.4.2 Geological Mapping

4.4.3 Description of Rock

5. Prospecting Work 12-14

5.1 Technique of Prospecting

5.2 Drilling Work

5.3 Sampling

5.4 Analysis of Lime Stone Sample

5.5 Salient Features of Lime Stone

6. Reserves 15-23

6.1 Block Demarcation Pondikalan

6.2 Block Limits

6.3 Table Showing the Quality

Thickness and Tonnage per Bore Hole

6.4 Calculation of Reserves

As per run/As per core

6.5 Gross Net Reserves

6.6 Opinion and Recommendations

6.7 Tables Showing Lithologs along with Chemical

Analysis

Plates

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

2. Reco Map SOI Toposheet No. 63-H/3, 1:50,000

3. Detailed Geological Mapping

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

5. Contour Map on 1:4,000

6. Grid and borehole map showing available,

Restricted & Reserve area (1:4000)

7. Graphic Litholog of Pondikalan block (1:200)

Abstract

Minerals form the core of industrial development and therefore, they

are the essential raw material for basic industries like power generation,

steel, Cement, fertilizers, refactories etc. Industrialization & mineral demand

area activities which reinforce each other. Expansion of domestic. Market of

minerals requires to grow secondary industry. A well integrated programme

of economic development, therefore, involves the expanded use of mineral

resources in the local industry. Few activities surpass mining as a key to

economic development and a quite apart from benefits derived from end

product use.

The Directorate of Geology & Mining Regional Office Rewa is

engaged in various geological investigation and this present task is given for

sorting out a potential block of Limestone which tunes to cement grade

limestone in all grade lime stone deposits. This report incorporated the

details of the area which is part of strip which is running all along the river

Bihar and is about 10 km in length and is a part of Survey of India Topo

sheet 63 H/3, 1:50,000.

The prospecting work was started in year 2011-12 taking an area of

2.78 Sq kms. The limestone belongs to Vindhyan Super Group and Bhander

Series, and is called geologically as Nagod limestone. The limestone is

exposed and outcropping near Northern side of river bank. Hence the

prospecting by deploying drill rigs, the bore holes has been put on Northern

side of river up to a distance of a Kilometer in north-south direction. During

the prospecting from dated 03.12.2011 to 18.04.2012 and 01.04.2016 to

30.05.2016 total 45 bore holes is being drilled achieving 1341.20 meter

core drilling, simultaneously carried out logging and sampling of the core.

The lime stone thickness encountered in bore holes varies from 1 mts to

19.45 mts. Total 367 nos. sample sent to lab for analysis and after receiving

analysis result it is being interpreted that limestone have weighted CaO-

45.77% and average CaO-44.89%, MgO-2.26%, SiO2-10.59%, Al2O3

2.35%, Fe2O3-1.15%, LOI 38.09

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

envisage a reserve of 14.58 MT as per run and 11.09 MT as per core.

Preface

The well known Bhander limestone strip runs from Rewa to further

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

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

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

as it is giving two Squire Meals to thousand and thousand people of the area.

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

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

part of world.

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

century and there after from this strip which runs from Rewa and leads up to

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

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

places of Vindhya Pradesh.

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

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

3. Prism Cement 2 unit Satna M.P.

4. Satna Cement Satna M.P.

5. Maihar Cement Maihar M.P.

6. KJS Cement maihar M.P.

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

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

9. Reliance Cementation Maihar M.P.

A number of PLs were being granted to different houses for doing

further studies where they may sort out suitable area of cement grade

Limestone.

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

investigation for getting an area suitable for installation of plant, the

Directorate of Geology & Mining M.P. Mineral Resources Department is

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

This Regional office of MRD has done some serious efforts and

endeavors from 2005 onwards. It becomes more imperative after 2007

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

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

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

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

electrical projects, Food, Agriculture tourism as well as on Mineral based

industries i.e. on Coal, Bauxite and Limestone etc.

We, the Directorate of Geology and Mining Regional Office Rewa

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

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

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

the prospecting can be done.

In this investigation, the outcrops running NE-SW which are seen all

along the River Bihar and, at places concealed miles together, under soil. By

putting Boreholes in these soil covered area, we have addressed whether the

limestone remains continue or not. So, after putting a number of Boreholes,

we have proved its continuity along with a substantial reserve of Limestone

which may feed a major cement unit.

CHAPTER –I

INTRODUCTION

The exploration of limestone in Pondikalan area is commenced on 3th

December 2011. During this investigation, reconnaissance survey on

1:50000 in SOI toposheet no. 63-H/3 followed by detailed mapping which

was done on 1:4000 scale and subsequently boreholes were drilled on

200×200 Meter grid internals. The drilling operation is carried out by three

rigs. 45 boreholes were drilled during 2011-12 & 2015-16. Total 1341.20 M

drilling was carried out.

1.1 Location and Communication

The area is bounded by Latitudes 24022`16``: 24

023`20`` and

Longitude 8108`44``: 81

09`44`` included in survey of India Toposheet No.

63-H/3. It is situated in Amarpatan Tehsil of Satna district of M.P.

Village Pondikalan is at about 40 km West of Rewa on Rewa-Tala

Bandarkha road. A road which leads to Jamuna tola and then it is a fair

weather road up to the village Pondikalan. The Village Pondikalan is about

42 km via Ahirgaon which falls on Rewa-Maihar road NH7.

Nearest Rail head is Rewa which is about 40 km from the village

Pondikalan.

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1.2 Topography

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

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

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

undulations and is an agricultural land.

A Nala flows to the south East of Pondikalan which ultimately drains

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

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

Bihar. The area has primarily structural controlled drainage system i.e.

mostly joint controlled.

1.3 Fauna and Flora (From Gazetteer)

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

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

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

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

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

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

the forest are owl, crow, parrots and sparrow. Black partridge, panted

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

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

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

group 5A i.e. tropical dry deciduous forest. The occurrence of teak as the

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

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

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

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apart from the mix type the only other conspicuous type met with is salai

forest. Another feature of forest, is the sparse growth of high trees most of

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

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

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

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

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

area are dhurbhusi, kans, kusal, phuli, panwar, gursakri, harsingar etc.

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

area.

1.4 Climate

The climate of the area is characterized by extremes of temperature

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

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

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

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

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

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

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

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

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

with passing western disturbances.

-3-

Temperatures begin to drop in November-December and January is

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

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

May and June sometimes rises to about 470 C.

1.5 Inhabitants

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

-4-

CHAPTER -II

PREVIOUS WORK

The geology of Vindhyan basin was initially given by Mallet (1871).

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

Rajrajan demarcated limestone deposit of Satna district in 1961 Rao and

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

Geological Survey of India.

The geologists of the Directorate of Geology and Mining Madhya

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

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

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

systematic sampling of cement grade limestone between Sajjanpur and Satna

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

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

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

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

Sankhala and A. Bajpai. During field Session 2004-05 mineral inventory of

Satna District was carried out by Shri C.K. Nema Diputy Directore, tech.

Besides geological Survey of India and Directorate of Geology and

Mining several other agencies like Bokaro Steel Plant and Hyderabad

industries also carried out detailed prospecting of limestone in various

blocks of the Satna district and Rewa District.

-5-

CHAPTER -III

PRESENT WORK

The present work was undertaken after the suggestion and guidance

given by Shri V.K. Austin (Director) and Shri S.K. Pandya (the then Dy.

Director and the Regional Head) and Shri M.I. Siddiqui (Regional Head).

Looking to the present scenario, some of the major mineral block will be

sold through e-auction. Hence, the present Director, Shri V.K. Austin

suggested to prepare a report of the compact block of Pondikalan area, so

that a larger area may fetch revenue to the state exchequer. This report

incorporates the details of work done during the prospecting from field

session 2011 to 2012. The investigation includes 50.00 Sq Km reco survey

followed by demarcation of potential zone. Detailed geological mapping was

done by Theodolite on 1:4,000 of 2.78 Sq Km. Total 45 Bore holes were

drilled achieving 1341.20 mts core drilling. The generated Lime stone core

samples of 367 no. were sent to lab for analyzing its industrial utility. The

findings and interpretation dealt in following pages.

-6-

CHAPTER -IV

GEOLOGY

4.1 Reconnaissance Survey:

An area of about 50.00 sq km has been covered by reconnaissance

survey, along with collection of outcrop samples and marking of outcrop on

1: 50000 SOI Toposheet No. 63H/3. The regional geological set up of the

aforesaid covered area is as given below :-

Age Supergroup Group Lithology

Recent to Sub Recent - - Soil/Alluvium Laterite

Proterozoic Vindhyan Bhander

Sirbu Shale

Bhander Limestone (Nagod)

Ganurgarh Shale

Rewa Upper Rewa Sandstone

4.2 Regional Geology:

As described in reconnaissance survey, an area of about 50.00 sq km

was done along with recording of stratigraphic units given in lithology. The

most of the surveyed area comprises of Sirbu shales. The grey to bluish grey

limestone was seen as it is forming a sickle within Sirbu and Ganurgarh

shales. Out of the surveyed area, limestone occupy about 20% of total

covered area. The upper Bhander sandstone is seen on the top of the hillocks

present in the South of the area. General dip is 50 to 8

0 due north.

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4.3 Characteristics of Rock/Lithology

Upper Rewa, Sandstone -

Upper Rewa sandstone forms prominent hillocks in the south of

Pondikalan trending NE-SW. These are the oldest formation of the area. It is

fine grained, grayish in colour and quartzitic in nature. It has ferruginous

material and at places partially converted into laterite/aluminous laterite and

leads to Bauxtization.

Ganurgarh Shale -

Ganurgarh shale is exposed to the south of Bihar river, which is

overlain by limestone. It is grayish brown and fine grained. It has siliceous

material along bedding planes.

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

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

nature.

It often has layers of red to buff colour, and fine to coarse grained

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

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

contamination of calc-arenitic sediments (facies). It can be seen to the north

of nala at village Bigodi.

-8-

Bhander (Nagod) limestone –

The exposures of limestone occurring in the area are, in patches along

the NE-SW. The limestone deposits are mostly horizontally bedded with

dips varying from 50 to 8

0 due North. At places, limestone is concealed

below soil cover, varying in thickness from a meter1 to 19.45 meters. The

upper part of the limestone is argillaceous and siliceous in nature.

The Bhander limestone deposits in the area show fairly frequent

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

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

limestone and shale. Hence limestone exhibits arenaceous as well as

argillaceous nature. Therefore at some places, it is highly siliceous and

argillaceous in nature.

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

dark grey in colour. Overall it is heterogeneous with lateral end vertical

variation in respect of Lithology and chemical content.

Sirbu shale:

Prominent exposures of Sirbu shale are seen to the north of of the

area, along the road cutting, nala and river courses. The shales are thinly

bedded and vary in colour from light grey to pale grey and purple to purplish

brown. These shales at places directly overlie the limestone horizon.

-9-

Upper Bhander Sandstone:

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

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

Laterite:

At places to the south of Pondikalan, laterite occurrences were

noticed, particularly on high hillocks. The lateritic boulders are found

scattered on the foot hills as well as on ground.

4.4 Local Geology:

4.4.1 Survey:

An area of about 2.78sq km were surveyed and mapped on 1:4000

scale and also cadastral map.

The grids were laid down by theodolite by keeping 100 M. interval

and subsequently boreholes were planned to keep them 200 M apart. In the

survey all the physiographical features were marked along with taking R.L.

of bore holes. A contour map at an internal of 1 meter gap has been prepared

to know the present status of land in respect of M.S.L.

Superimposition of aforesaid data is being done on pedestal map for

using it for further mining purpose of deposit.

4.4.2 Geological Mapping:

The outcrop geological mapping was done simultaneously along with

gridding to gather the exact geological disposition of limestone within the

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

general characteristics of rock are dealt in chapter 4:3. However, the over all

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

prospecting work.

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4.4.3 Description of Rock:

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

under:

• Shale

• Limestone

Shale:

The shales of area are red to cherry red in colour, flaggy in nature and

easily breakable. Thick piles were recorded in the area where shale is

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

brown, buff, pale yellow and greenish material. It has gentle dip varying

between 20 to 10

0 due North.

Limestone:

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

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

argillaceous material.

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

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

argillaceous material makes it to siliceous to shally limestone. Limestone is

concealed below soil cover in the area. It runs parallel to the both side of

river Bihar. The general dip observed is about 50 to 8

0 due north.

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CHAPTER –V

PROSPECTING WORK

5.1 Prospecting Technique

The prospecting work is done in about 2.78sq km area where the

detailed geological mapping and gridding was done.

An area of about 2.78 sq km is being chosen followed by putting

boreholes for core drilling. The limestone core portion was studied and

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

Where after receiving analytical result further study of reserve calculation is

being done.

5.2 Drilling work

An area of about 2.78 sq km was studied thoroughly by gridding and

simultaneously by geological mapping. The Limestone, in the area, is of

simple type and having being stratified deposit. An internal of 200 M was

taken into the consideration to get good result in respect of horizontal and

vertical variation of limestone.

This spacing is a right choice in simple type of limestone deposits. A

drilling depth of 30 M is kept for all boreholes as per IBM Specifications,

where limestone is available while in those areas where shale touches, it is

being closed earlier to 30 M depth.

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5.3 Sampling

The limestone core portion was identified by putting drops of dilute

HCl followed by recording them into log register. The same portion was

then separated from core and splitted into two halves longitudinally.

Thereafter, one half crushed upto 100 mesh size and packed into the

polythene bags. A duplicate sample is also packed for further reference,

while one of this was sent to lab for analyzing. CaO, MgO, SiO2, Fe2O3,

Al2O3 and LOI.

5.4 Analysis of Limestone Sample:

Each crushed sample which was prepared by aforesaid method is dealt

in 5:3 Para was analyzed for CaO, MgO, Sio2, Fe2O3, Al2O3 and LOI in

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

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

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

specification is followed in making mineable band.

5.5 Salient Feature of Limestone:

It is very clear with the analysis result that, Blander Limestone is

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

arenite facie in this particular area is heterogeneous, reveals shally, siliceous,

limestone and vary up to low silica limestone also.

The relief of limestone area is undulating. It is stratified also having a

gentle dip due north. The local warp and rolling dips also makes a cause that

somewhere limestone touches at earlier level while at some places it goes

down below +15 M.

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The limestone is concealed below soil and shale. However, the limestone

overall can be placed in cement grade with arenaceous and argillaceous

variations. The overall average chemical analysis of limestone in which

permissible limits of CaO% is added as per IBM specification is given

below:

Cao MgO Sio2 Fe2O3 Al2O3 LOI

44.89% 2.26% 10.59% 1.15% 2.35% 38.09%

The overall weighted percentages of CaO are 45.77%.

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CHAPTER - VI

RESERVES

6.1 Block demarcation of Pondikalan, Bigodi and Aira

By taking the IBM specification, each borehole was studied with

respect to chemical analysis where the CaO% is exhibiting +34% is being

considered to form a composite thick layer within a borehole, thereafter

available mineable reserve was calculated, by taking an average CaO which

tunes +42%. The area of influence was taken as the half of the distance

between two boreholes and where there is no borehole drilled, an area of 50

M was considered as area of influence. Overall, 45 boreholes were studied

and thereafter a block nearby Pondikalan, Bigodi and Aira was delineated

which is measured about 2.78 sq km in dimension.

6.2 Block Limit

The thickness of limestone was calculated with average chemical

analysis and weighted for Cao% in Block. Minimum thickness of limestone

1.00 M is encountered in BH NO. 18 and maximum is 19.45 mts in BH No.

14.

The block limits, after taking area of influence, is measured is about a

Km, while its block boundary bounded between latitude 24022`16``:

24023`20`` and Longitude 81

08`44``: 81

09`44``.

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6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block A)

-16-

S.

No.

BH

No.

RL Total

Depth

OB mts Thickness of

Lime stone

LST

band mts

% of core CaO% OB ratio Aria of

influenc

e Sq.m

Volume

cubic mt

Reserve with S.G. -2.5 (In

tons) for band 1st only

From- To (in

mts-run)

Av. Weighte

d

AI x thick

nes

As per run As per core

recovery %

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 PD-14 313.720 35 8 8.00-27.45 19.45 54.24 47.34 54.19 1:0.41 16407 319116.2 797790.38 416765.69

2 PD-15 312.110 30 13 13.00-25.00 12 62.66 47.63 48.14 1.1.08 16410.8 196929.6 492324.00 308490.22

3 PD-16 312.100 30 5 5.00-13.00 8 66.87 46.62 46.73 1:0.63 9033.6 72268.8 180672.00 120815.37

4 PD-23 311.980 30 6.8 6.80-11.35 4.55 76.26 43.77 44.28 1:1.49 40000 182000 455000.00 346983.00

5 PD-24 313.480 31 3 3.00-16.00 13 77.69 43.08 48.52 1:0.23 30000 390000 975000.00 757477.50

6 PD-26 313.290 33 3.45 3.45-18.53 15.08 79.77 43.05 49.3 1:0.23 59535.4 897793.8 2244484.58 1790425.35

7 PD-27 313.790 20 3 3.00-7.00 4 92.25 47.21 47.2 1:0.75 39612.4 158449.6 396124.00 365424.39

8 PD-29 314.250 35 7.2 7.20-25.00 17.8 82.97 45.45 47.59 1:0.40 29585.4 526620.1 1316550.30 1092341.78

9 PD-30 313.590 35 16 16.00-33.40 17.4 65.8 44.05 47.64 1:0.92 22500 391500 978750.00 644017.50

10 PD-32 314.110 26 1.5 1.50-19.00 17.5 61.94 42.01 41.93 1:0.09 22119.1 387084.3 967710.63 599399.96

11 PD-34 314.580 36 16.9 16.90-32.00 15.1 91.78 46.44 48.46 1:1.12 22290.4 336585 841462.60 772294.37

12 PD-38 312.540 35 19 19.00-35.00 16 86.56 42.63 42.71 1:1.19 23339.3 373428.8 933572.00 808099.92

13 AS-2 311.150 30.00 19.90 19.90-23.00 3.10 82.25 44.20 44.28 1:6.42 39708.2 123095.4 307738.55 253114.96

14 AS-10 312.400 28.00 5.70 5.70-16.00 10.30 73.49 43.65 44.16 1:0.55 22175.1 228403.5 571008.83 419634.39

15 AS-13 309.850 32.15 8.15 8.15-10.30 2.15 88.37 46.85 46.85 1:3.79 14968.9 32183.14 80457.84 71100.59

II nd Band

14.90 - 28.80

Total

BHs

drille

d

15 466.15 136.6 175.43 76.19 44.93 46.80 1:1.28 407685.6 4615458.24 11538645.71 8766384.99

6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block B)

6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block C)

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S.

No.

BH

No.

RL Total

Depth

OB mts Thickness of

Lime stone

LST

band mts


influenc

e Sq.m

Volume

cubic mt



From- To (in

mts-run)

Av. Weighte

d

AI x

thick nes

As per run As per

core

recovery %

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 PD-39 316.150 35.1 10.1 10.10-26.10 16 68.06 47.11 47.01 1:0.63 30000 480000 1200000.00 816720.00

2 PD-41 316.340 27.05 2.05 2.05-4.05 2 51.5 41.49 40.47 1:1.03 22187.5 44375 110937.50 57132.81

Total

BHs

drille

d

2 62.15 12.15 18 59.78 44.3 43.74 1:0.83 52187.5 524375 1310937.5 873852.81

S.

No.

BH

No.

RL Total

Depth

OB mts Thickness of

Lime stone

LST

band mts

% of core CaO% OB

ratio

Aria of

influence

Sq.m

Volume

cubic mt



From- To (in

mts-run)

Av. Weighte

d

AI x thick

nes

As per run As per

core

recovery %

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 PD-7 318.640 32 2.5 2.50-17.00 14.5 85.86 40.99 40.79 1:0.17 9149 132660.5 331651.25 284755.76

2 PD-8 319.650 35 14 14.00-30.00 16 86.37 43.43 42.44 1:0.88 17581 281296 703240.00 607388.39

Total

BHs

drille

d

2 67 16.5 30.5 86.11 42.21 41.61 1:0.52 26730 413956.5 1034891.25 892144.15

6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block E)

-18-

S.

No.

BH

No.

RL Total

Depth

OB mts Thickness of

Lime stone

LST

band mts

% of core CaO% OB

ratio

Aria of

influence

Sq.m

Volume

cubic mt



From- To (in

mts-run)

Av. Weighte

d

AI x

thick nes

As per run As per

core

recovery %

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 PD-1 307.150 35 5 5.00-18.00 13.00 83.46 47.62 47.65 1:0.38 1183.6 15386.8 38467.00 32104.56

2 PD-2 319.040 35 12.4 12.40-19.00 6.60 75.75 42.93 43.22 1:1.88 15000 99000 247500.00 187481.25

II nd Band

22.00 - 28.10 5.90

Total

BHs

drille

d

2

70 17.4 19.6 79.60 45.27 45.43 1:1.13 16183.6 114386.8 285967 219585.8

6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block F)

6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block G)

-19-

S.

No.

BH

No.

RL Total

Depth

OB mts Thickness of

Lime stone

LST

band mts


influenc

e Sq.m

Volume

cubic mt

Reserve with S.G. -2.5

(In tons) for band 1st only

From- To (in

mts-run)

Av. Weighte

d

AI x

thick nes

As per run As per

core

recovery %

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 PD-28 315.840 35 11.85 11.85-20.00 8.15 92.88 48.07 47.35 1:1.45 9839.7 80193.5

6

200483.89 186209.43

Total

BHs

drille

d

1

S.

No.

BH

No.

RL Total

Depth

OB mts Thickness of

Lime stone

LST

band mts

% of core CaO% OB

ratio

Aria of

influenc

e Sq.m

Volume

cubic mt


(In tons) for band 1st

only

From- To (in

mts-run)

Av. Weighted AI x

thick nes

As per run As per

core

recovery %

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 PD-13 315.960 30 8.25 8.25-10.35 2.1 80.95 44.1 52.27 1:3.93 2663 5592.3 13980.75 11317.42

Total

BHs

drille

d

1

6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block H)

6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block I)

-20-

S.

No.

BH

No.

RL Total

Depth

OB mts Thickness of

Lime stone

LST

band mts


influenc

e Sq.m

Volume

cubic mt



only

From- To (in

mts-run)

Av. Weighted AI x

thick nes

As per run As per

core

recovery %

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 PD-17 312.720 27 7 7.00-10.00 3.00 80.33 46.11 45.34 1:2.33 7138.5 21415.5 53538.75 43007.68

2 PD-18 313.540 30 8.00 8.00-9.00 1.00 30.00 47.33 47.33 1:8.0 3605.4 3605.4 9013.50 2704.05

Total

BHs

drille

d

2 57 15 4 55.16 46.72 46.33 1:5.16 10743.9 25020.9 62552.25 45711.73

S.

No.

BH

No.

RL Total

Depth

OB mts Thickness of

Lime stone

LST

band mts


influenc

e Sq.m

Volume

cubic mt



only

From- To (in

mts-run)

Av. Weighte

d

AI x

thick nes

As per run As per

core

recovery %

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 PD-10 313.950 33 5.7 5.70-14.00 8.3 76.38 45.36 44.96 1:0.69 6682 55460.6 138651.50 105902.02

II ND BAND

23.00-26.35

Total

BHs

drille

d

1

6.4 Calculation of Reserves as per run/ as per core

1. Total area of block 0.52 sq.km.

2. Total BH drilled in block 45

3. Total Meterage of Block 1341.20 m.

4. Total length of Lime stone (as per run) 308.97 m.

5. Total length of Lime stone (as per core) 236.85 m.

6. Recovery % of Lime stone 76.66%

7. OB ratio 1:2.06

8. Weighted CaO% 45.77 %

9. Average CaO % 44.89 %

SiO2 10.59 %

Mgo 2.26 %

A12O3 2.35 %

Fe2O3 1.15 %

LOI 38.09 %

10. Reserves (In M.T.)

(a) As per run 14.58 MT

(b) As per core 11.09 MT

11. No. of BH shown in map/area 45 Nos.

12. Total meterage of BH 1341.20 m.

13. Total area prospected 2.78 Sq Km.

-21-

6.5 Gross Net Reserve

Limestone reserve of 332 UNFC category tune to an order of 14.58 M.T. as per run and

11.09 M.T. as per core.

However the minable reserve will be taken in to the consideration after doing deduction of

the area which is not to be used for mining purpose. The O.B. ratio is also at a place may change

the minable reserve, Hence with these possibility along unforeseen geological circumstance a

10% cut in reserve may leads to a net gross reserve of 13.12 MT as per run and 9.98 M.T. as per

core.

-22-

6.6 Opinion and Recommendation

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

work regarding limestone prospecting may remain continue in area. So that in future the

prospecting may enhance the limestone potential of the area. Therefore the work is so for

continue to do further quest and probe regarding delineating few more suitable blocks of

cement grade limestone.

By sorting another suitable block a major cement plant can be installed in this

Amarpatan Tehsil which is so for is known to be a non Industrial/Undeveloped segment of

District Satna (M.P.)

-23-

6.7 Tables showing lithologs along with chemical analysis

RL- 317.150 BH-pd-1 DRILL-16

Date of Starting : 03.12.11

Date of Closing :15.12.11

Total Depth :35.00m.

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

0.00

1.00

1.00

2.00

1.00

1.00

Nil

nil

Alluvium

“

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 1.00 Grey fine grained limestone 1

6.00 7.00 1.00 1.00 “ 2

7.00 8.00 1.00 0.80 Grey fine grained fractured limestone 3

8.00 9.00 1.00 0.50 “ (water loss) 4

9.00 10.00 1.00 0.80 “ 5

10.00 11.00 1.00 0.80 “ 6

11.00 12.00 1.00 0.80 “ 7

12.00 13.00 1.00 0.80 “ (with clay at middle) 8

13.00 14.00 1.00 0.85 “ 9

14.00 15.00 1.00 0.85 “ 10

15.00 16.00 1.00 0.85 “ 11

16.00 17.00 1.00 0.90 “ 12

17.00 18.00 1.00 0.90 “

With shale bands

13

18.00 19.00 1.00 0.80 shale

19.00 20.00 1.00 0.80 “

20.00 21.00 1.00 0.70 “

21.00 22.00 1.00 0.70 “

22.00 23.00 1.00 0.40 “

23.00 24.00 1.00 0.60 “

24.00 25.00 1.00 0.75 24.00 24.45 0.45 0.30 “

24.45 24.80 0.35 0.35 Siliceous limestone

24.80 25.00 0.20 0.10 shale

25.00 26.00 1.00 0.40 shale

26.00 27.00 1.00 1.00 “

27.00 28.00 1.00 0.90 “

28.00 29.00 1.00 0.80 Shaly limestone

29.00 30.00 1.00 0.80 “

30.00 31.00 1.00 0.45 shale

31.00 32.00 1.00 0.45 “

32.00 33.00 1.00 0.70 “

33.00 34.00 1.00 0.35 “

34.00 35.00 1.00 0.50 “

Borehole closed at 35.00mt.

RL 319.040 BH-PD-2 DRILL-17

Date of Starting :08.12.11

Date of Closing : 31.12.11

Total Depth : 35.00 m.

From To run core from to run core lithoogy Sample no.

0.00 1.00 1.00 nil alluvium

1.00 2.00 1.00 nil “

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.000 6.00 1.00 nil “

6.00 7.00 1.00 nil “

7.00 8.00 1.00 nil “

8.00 9.00 1.00 nil “

9.00 10.00 1.00 nil “

10.00 11.00 1.oo nil “

11.00 12.00 1.00 nil “

12.00 13.00 1.00 0.58 12.00

12.40

12.40

13.00

0.40

0.60

0.00

0.50

“

Grey fine grained fractured lime stone.

1

13.00 14.00 1.00 0.80 “ 2

14.00 15.00 1.00 0.80 “ 3

15.00 16.00 1.00 0.50 15.00 15.45 0.45 nil clay

15.45 16.00 0.55 0.50 Shaly Limestone 4

16.00 17.00 1.00 0.80 Shaly Limestone 5

17.00 18.00 1.00 0.80 Shaly Limestone 6


19.00 20.00 1.00 0.60 Calcareous shale

20.00 21.00 1.00 0.60 shale

21.00 22.00 1.00 0.60 “


23.00 24.00 1.00 0.60 “ 9

24.00 25.00 1.00 0.60 “ 10

25.00 26.00 1.00 0.60 25.00

25.45

25.45

26.00

0.45

0.55

0.40

0.20

“

clay

11


27.00 28.00 1.00 0.70 “ 13

28.00 29.00 1.00 0.26 28.00

28.10

28.10

29.00

0.10

0.90

0.10

0.16

“

shale

14

29.00 30.00 1.00 0.90 “

30.00 31.00 1.00 0.50 “

31.00 32.00 1.00 0.60 “

32.00 33.00 1.00 0.45 “

33.00 34.00 1.00 0.60 “

34.00 35.00 1.00 0.65 “

Bore hole closed at; 35.00mt.

RL- 318.490 BH-PD-3 DRILL-16



Total Depth : 34.00M.

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


1.00 2.00 1.00 nil “

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “

6.00 7.00 1.00 0.60 Grey fine grained fractured limestone

7.00 8.00 1.00 0.90 shale

8.00 9.00 1.00 0.90 “

9.00 10.00 1.00 0.90 “

10.00 11.00 1.00 o.80 “

11.00 12.00 1.00 0.90 “

12.00 13.00 1.00 0.90 “

13.00 14.00 1.00 0.60 “

14.00 15.00 1.00 0.90 “

15.00 16.00 1.00 0.90 “

16.00 17.00 1.00 0.50 “

17.00 18.00 1.00 0.40 “

18.00 19.00 1.00 0.50 “

19.00 20.00 1.00 0.50 “

20.00 21.00 1.00 0.50 “

21.00 22.00 1.00 0.50 “

22.00 23.00 1.00 0.50 “

23.00 24.00 1.00 0.60 “

24.00 25.00 1.00 0.60 “

25.00 26.00 1.00 0.50 “

26.00 27.00 1.00 0.40 “

27.00 28.00 1.00 0.50 “

28.00 31.00 3.00 0.45 “

31.00 34.00 3.00 0.45 “


RL- 316.100 BH-PD-4 DRILL-16



Total Depth :30.00M.



1.00 2.00 1.oo nil “

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “

6.00 7.00 1.00 nil “

7.00 8.00 1.00 nil “

8.00 9.00 1.00 nil “

9.00 10.70 1.70 0.20 9.00 10.45 1.45 nil “

10.45 10.70 0.25 0.20 GRey fine grained fractured limestone

10.70 11.00 0.30 0.30 “

11.00 12.00 1.00 0.35 shale

12.00 13.00 1.00 0.30 “

13.00 14.00 1.00 0.35 “

14.00 15.00 1.00 0.40 “

15.00 16.00 1.00 0.35 “

16.00 17.00 1.00 0.70 “

17.00 18.00 1.00 0.55 “

18.00 19.00 1.00 0.55 “

19.00 20.00 1.00 0.65 “

20.00 21.00 1.00 0.50 “

21.00 22.00 1.00 0.68 “

22.00 23.00 1.00 0.90 “

23.00 24.00 1.00 0.80 “

24.00 25.00 1.00 0.35 24.00 24.70 0.70 0.10 “


25.00 26.00 1.00 0.20 shale

26.00 27.00 1.00 0.30 “

27.00 28.00 1.00 0.30 “

28.00 29.00 1.00 0.25 “

29.00 30.00 1.00 0.35 “


RL- 315.030 BH-PD-5 DRILL-52



Total Depth : 31.00m.



1.00 2.00 1.00 nil “

2.00 3.oo 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.20 1.20 nil “


7.00 8.00 1.00 0.70 “ 2

8.00 9.00 1.00 1.00 “ 3

9.00 10.00 1.00 0.95 “ 4

10.00 11.00 1.00 0.56 Shale with clay

11.00 12.00 1.00 1.00 shale

12.00 13.00 1.00 0.90 “

13.00 14.00 1.00 1.00 “

14.00 15.00 1.00 1.00 “

15.00 16.00 1.00 0.86 “


17.00 18.00 1.00 1.00 “ 6


18.00 19.00 1.00 0.93 18.76 18.93 0.17 0.15 shale


19.00 20.00 1.00 0.93 “ 8

20.00 21.00 1.00 0.97 “ 9

21.00

22.00

22.00

23.00

1.00

1.00

0.97

0.96

“

“

10

11


24.00 25.00 1.00 0.60 “ 13

25.00 26.00 1.00 0.86 shale

26.00 27.00 1.00 0.55 “

27.00 28.00 1.00 0.60 “

28.00 29.00 1.00 0.20 “

29.00 30.00 1.00 0.30 “

30.00 31.00 1.00 0.25 “


RL- 318.240 BH-PD-6 DRILL-17



Total Depth : 28.00mt.



2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “

6.00 7.00 1.00 nil “

7.00 8.00 1.00 nil “

8.00 9.00 1.00 0.30 shale

9.00 10.00 1.00 0.20 ‘’

10.00 11.00 1.00 0.40 “

11.00 12.00 1.00 0.50 “

12.00 13.00 1.00 0.30 ‘’

13.00 14.00 1.00 0.20 ‘’

14.00 15.00 1.00 0.30 ‘’

15.00 16.00 1.00 0.20 ‘’

16.00 17.00 1.00 0.40 “

17.00 18.00 1.00 0.20 “

18.00 19.00 1.00 0.20 “

19.00 20.00 1.00 0.20 “

20.00 21.00 1.00 0.30 “

21.00 22.00 1.00 0.20 “

22.00 23.00 1.00 0.30 “

23.00 24.00 1.00 0.40 “

24.00 25.00 1.00 0.50 “

25.00 26.00 1.00 0.30 “

26.00 27.00 1.00 0.65 “

27.00 28.00 1.00 0.35 "


RL- 318.640 BH-PD-7 DRILL-16




From to run core From to run core lithology Sample.no.


1.00 2.00 1.00 nil “

2.00 3.00 1.00 0.50 2.00 2.50 0.50 nil “



4.00 5.00 1.00 0.90 “ 3

5.00 6.00 1.00 0.90 “ 4

6.00 7.00 1.00 0.86 Shaly Limestone 5











17.00 18.00 1.00 0.80 shale

18.00 19.00 1.00 0.80 Alternate bands of shale &limestone

19.00 20.00 1.00 0.95 “

20.00 21.00 1.00 1.00 “

21.00 22.00 1.00 0.20 shale

22.00 23.00 1.00 0.30 “

23.00 24.00 1.00 0.25 “

24.00 25.00 1.00 0.30 “

25.00 26.00 1.00 0.80 Alternate bands of shale &limestone

26.00 27.00 1.00 0.30 shale

27.00 28.00 1.00 0.38 “

28.00 29.00 1.00 0.50 “

29.00 30.00 1.00 0.12 “

30.00 31.00 1.00 0.20 “

31.00 32.00 1.00 0.08 “


RL- 319.650 BH-PD-8 DRILL-16






1.00 2.00 1.00 nil “

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “

6.00 7.00 1.00 nil “

7.00 8.00 1.00 0.70 shale

8.00 9.00 1.00 0.90 “

9.00 10.00 1.00 0.35 “

10.00 11.00 1.00 0.40 “

11.00 12.00 1.00 0.90 “

12.00 13.00 1.00 0.80 “

13.00 14.00 1.00 0.70 “


15.00 16.00 1.00 0.80 “ 2

16.00 17.00 1.00 0.90 “ 3

17.00 18.00 1.00 0.82 “ 4

18.00 19.00 1.00 0.90 “ 5

19.00 20.00 1.00 0.80 “ 6

20.00 21.00 1.00 0.80 “ 7

21.00 22.00 1.00 0.90 “ 8

22.00 23.00 1.00 0.90 “ 9

23.00 24.00 1.00 0.92 “ 10

24.00 25.00 1.00 0.90 “ 11

25.00 26.00 1.00 0.80 “ 12

26.00 27.00 1.00 0.90 “ 13

27.00 28.00 1.00 0.93 “ 14


29.00 30.00 1.00 0.80 “ 16

30.00 31.00 1.00 0.90 Shaly Limestne 17

31.00 32.00 1.00 0.47 31.00 31.52 0.52 0.42 Shaly Limestone 18

31.52 32.00 0.48 0.05 shale

32.00 33.00 1.00 0.25 “

33.00 34.00 1.00 0.20 “

34.00 35.00 1.00 0.20 “


RL- 317.610 BH-PD-9 DRILL-17



Total Depth : 28.00mt



2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “

6.00 7.00 1.00 nil “

7.00 8.00 1.00 nil “

8.00 9.00 1.00 nil “

9.00 10.00 1.00 nil ‘’

10.00 11.00 1.00 nil “

11.00 12.00 1.00 nil “

12.00 13.00 1.00 nil ‘’

13.00 14.00 1.00 nil ‘’

14.00 15.00 1.00 0.20 Shale & clay

15.00 16.00 1.00 0.15 ‘’

16.00 17.00 1.00 0.20 “

17.00 18.00 1.00 0.10 “

18.00 19.00 1.00 0.20 “

19.00 20.00 1.00 0.10 “

20.00 21.00 1.00 0.20 “

21.00 22.00 1.00 0.20 “

22.00 23.00 1.00 0.25 “

23.00 24.00 1.00 0.30 “

24.00 25.00 1.00 0.10 “

25.00 26.00 1.00 0.20 “

26.00 27.00 1.00 0.20 “

27.00 28.00 1.00 0.30 "


RL- 313.950 BH-PD-10 DRILL-52



Total Depth : 33.00mt



1.00 2.00 1.00 nil “

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 0.30 5.00 5.70 0.70 nil “


6.00 7.00 1.00 0.37 Grey fine grained limestone fractured 2

7.00 8.00 1.00 0.60 “ 3

8.00 9.00 1.00 0.80 “ 4

9.00 10.00 1.00 0.60 “ 5

10.00 11.00 1.00 0.80 “ 6

11.00 12.00 1.00 0.70 “ 7

12.00 13.00 1.00 0.82 “ 8

13.00 14.00 1.00 0.65 “ 9

14.00 15.00 1.00 0.35 shale

15.00 16.00 1.00 0.50 “

16.00 17.00 1.00 0.70 “

17.00 18.00 1.00 0.50 “

18.00 19.00 1.00 0.70 “

19.00 20.00 1.00 0.70 “

20.00 21.00 1.00 0.85 “

21.00 22.00 1.00 0.50 “

22.00 23.00 1.00 0.60 “


24.00 25.00 1.00 0.95 “ 11

25.00 26.00 1.00 0.85 Shaly Limestone 12

26.00 27.00 1.00 0.65 26.00 26.35 0.35 0.30 Grey fine grained limestone 13

26.35 27.00 0.65 0.35 shale

27.00 28.00 1.00 0.25 shale

28.00 29.00 1.00 0.90 “

29.00 30.00 1.00 0.80 “

30.00 31.00 1.00 0.85 “

31.00 32.00 1.00 0.75 “

32.00 33.00 1.00 0.60 “


RL- 312.730 M. BH-PD-12 DRILL-17







2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “

6.00 7.00 1.00 nil “

7.00 8.00 1.00 nil “

8.00 9.00 1.00 0.65 8.00 8.30 0.30 nil “

8.30 9.00 0.70 0.65 Grey fine grained fractured red limestone

9.00 10.00 1.00 0.80 “

10.00 11.00 1.00 0.80 “

11.00 12.00 1.00 0.80 “

12.00 13.00 1.00 0.80 “

13.00 14.00 1.00 0.80 “

14.00 15.00 1.00 0.50 14.00 14.30 0.30 0.28 “

14.30 14.95 0.65 0.05 clay

14.95 15.00 0.05 0.05 shale

15.00 16.00 1.00 0.35 shale

16.00 17.00 1.00 0.30 “

17.00 18.00 1.00 0.05 clay

18.00 19.00 1.00 0.05 “

19.00 20.00 1.00 0.15 Shale & clay

20.00 21.00 1.00 0.35 shale

21.00 22.00 1.00 0.35 “

22.00 23.00 1.00 0.10 Shale & clay

23.00 24.00 1.00 0.40 shale

24.00 25.00 1.00 0.10 Shale & clay

25.00 26.00 1.00 0.10 “

26.00 27.00 1.00 0.10 “

27.00 28.00 1.00 0.25 Shale

28.00 29.00 1.00 0.27 “

29.00 30.00 1.00 0.40 “

30.00 31.00 1.00 0.40 “

31.00 32.00 1.00 0.18 “

32.00 33.00 1.00 0.30 “


RL- 315.960 BH-PD-13 DRILL-52






2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 0.35 shale

6.00 7.00 1.00 0.80 “

7.00 8.00 1.00 0.88 “

8.00 9.00 1.00 0.90 8.00 8.25 0.25 0.20 “


9.00 10.00 1.00 0.70 “ 2

10.00 11.00 1.00 0.45 10.00 10.35 0.35 0.30 ‘’ 3

10.35 11.00 0.65 0.15 shale

11.00 12.00 1.00 0.30 11.00 11.85 0.85 0.20 “


12.00

13.00 1.00 0.50 12.00

12.50

12.50

13.00

0.50

0.50

0.45

0.05

“

shale

13.00 14.00 1.00 0.52 “

14.00 15.00 1.00 0.97 ‘’

15.00 16.00 1.00 0.63 Alternate bands of shale & limestone

16.00 17.00 1.00 0.90 shale

17.00 18.00 1.00 0.50 17.00 17.30 0.30 0.25 Grey fine grained fractured limestone

17.30 18.00 0.70 0.25 shale

18.00 19.00 1.00 0.40 “

19.00 20.00 1.00 0.54 19.00 Alternate bands of shale & limestone

20.00 21.00 1.00 0.32 “

21.00 22.00 1.00 0.45 “

22.00 23.00 1.00 0.27 “

23.00 24.00 1.00 0.20 shale

24.00 25.00 1.00 0.36 Shale

25.00 26.00 1.00 0.20 “

26.00 27.00 1.00 0.55 26.00

26.50

26.50

27.00

0.50

0.50

0.45

0.15

Grey fine grained fractured limestone

Shale

27.00 28.00 1.00 0.20 Shale

28.00 29.00 1.00 0.15 “ “

29.00 30.00 1.00 0.15 “ “

Bore Hole Closed at 30.00 mt.

RL- 313.720 BH-PD-14 DRILL-16





0.00

1.00

1.00

2.00

1.00

1.00

Nil

nil

Alluvium

“

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “

6.00 7.00 1.00 nil “

7.00 8.00 1.00 nil “


9.00 10.00 1.00 nil clay

10.00 111.00 1.00 nil Clay


12.00 13.00 1.00 0.20 ‘’ 3

13.00 14.00 1.00 0.20 ‘’ with clay at top 4

14.00 15.00 1.00 0.10 “

5


16.00 17.00 1.00 0.80 7

17.00 18.00 1.00 0.80 “ 8

18.00 19.00 1.00 0.90 “ 9

19.00 20.00 1.00 0.80 “ 10

20.00 21.00 1.00 0.80 “ 11

21.00 22.00 1.00 0.80 “ 12

22.00 23.00 1.00 0.85 “ 13

23.00 24.00 1.00 0.80 “ 14

24.00 25.00 1.00 0.75 “ 15

25.00 26.00 1.00 0.80 “ 16

26.00 27.00 1.00 0.80 “ 17

27.00 28.00 1.00 0.40 27.00

27.45

27.45

28.00

0.45

0.65

0.35

0.05

“

Shale

18

28.00 29.00 1.00 0.25 Shale with clay

29.00 30.00 1.00 0.25 “

30.00 31.00 1.00 0.25 “

31.00 32.00 1.00 0.10 “

32.00 33.00 1.00 0.20 “

33.00 34.00 1.00 0.20 “

34.00 35.00 1.00 0.20 Shale


RL- 312.110 BH-PD-15 DRILL-17

Date of Starting : 07.02-12




0.00

1.00

1.00

2.00

1.00

1.00

nil

nil

Alluvium

“

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “

6.00 7.00 1.00 nil “

7.00 8.00 1.00 nil “

8.00 9.00 1.00 nil “

9.00 10.00 1.00 nil ‘’

10.00 11.00 1.00 nil “

11.00 12.00 1.00 0.50 Shale

12.00 13.00 1.00 0.40 12.00

12.30

12.30

13.00

0.30

0.70

0.25

0.15

Grey fine grained fractured Limestone

clay


14.00 15.00 1.00 0.70 2

15.00 16.00 1.00 0.60 ‘’ 3

16.00 17.00 1.00 0.90 “ 4

17.00 18.00 1.00 0.70 “ 5

18.00 19.00 1.00 0.45 “ Cavity 6


20.00 21.00 1.00 0.80 “ 8

21.00 22.00 1.00 0.55 “ 9

22.00 23.00 1.00 0.50 “ 10

23.00 24.00 1.00 0.47 “ 11

24.00 25.00 1.00 0.35 “ 12

25.00 26.00 1.00 0.75 Shale

26.00 27.00 1.00 0.75 “

27.00 28.00 1.00 0.20 "

28.00 29.00 1.00 0.20 shale

29.00 30.00 1.00 0.20 “


RL- 312.100 BH-PD-16 DRILL-16






1.00 2.00 1.00 nil “

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “


6.00 7.00 1.00 0.55 “ 2

7.00 8.00 1.00 0.55 “ 3

8.00 9.00 1.00 0.60 “ 4

9.00 10.00 1.00 0.80 “ 5

10.00 11.00 1.00 0.80 “ 6

11.00 12.00 1.00 0.80 “ 7

12.00 13.00 1.00 0.70 “ 8

13.00 14.00 1.00 0.50 shale

14.00 15.00 1.00 0.35 “

15.00 16.00 1.00 0.55 “

16.00 17.00 1.00 0.60 “

17.00 18.00 1.00 0.30 “

18.00 19.00 1.00 0.42 “

19.00 20.00 1.00 0.52 Alternate bands of shale & limestone

20.00 21.00 1.00 0.55 20.00

20.60

20.60

21.00

0.60

0.40

0.15

0.40

Shale

Grey fine grained limestone

9


22.00 23.00 1.00 0.80 “ 11

23.00 24.00 1.00 0.40 shale

24.00 25.00 1.00 0.50 shale

25.00 26.00 1.00 0.65 Alternate bands of limestone &shale

26.00 27.00 1.00 0.50 “

27.00 28.00 1.00 0.70 shale

28.00 29.00 1.00 0.10 “

29.00 30.00 1.00 0.25 “


RL- 312.720 BH-PD- 17 DRILL- 17






1.00 2.00 1.00 nil "

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “


7.00 8.00 1.00 0.50 " 2

8.00 9.00 1.00 0.40 “ 3

9.00 10.00 1.00 0.70 “ 4

10.00 11.00 1.00 0.70 10.00

10.25

10.25

11.00

0.25

0.75

0.20

0.50

“

Shale & clay

11.00 12.00 1.00 0.35 "

12.00 13.00 1.00 0.30 “

13.00 14.00 1.00 0.25 “

14.00 15.00 1.00 0.50 clay

15.00 16.00 1.00 0.20 shale

16.00 17.00 1.00 0.36 Shale & clay

17.00 18.00 1.00 0.30 “

18.00 19.00 1.00 0.20 shale

19.00 20.00 1.00 0.40 “

20.00 21.00 1.00 0.12 clay

21.00 22.00 1.00 0.35 shale

22.00 23.00 1.00 0.30 "

23.00 24.00 1.00 0.35 “

24.00 25.00 1.00 0.20 “

25.00 26.00 1.00 0.20 “

26.00 27.00 1.00 0.30 “

Borehole closed at:27mt.

RL- 313.540 BH-PD- 18 DRILL- 16




Bore hole closed at; 30.00mt.




9.00 10.00 1.00 0.70 Alternate bands of limestone & shale

10.00 11.00 1.00 0.73 “

11.00 12.00 1.00 0.55 shale

12.00 13.00 1.00 0.60 Shale & clay


14.00 15.00 1.00 0.40 14.00

14.25

14.00

15.00

0.25

0.75

0.20

0.20

“

shale

3

15.00 16.00 1.00 0.28 “


17.00 18.00 1.00 0.70 “

18.00 19.00 1.00 0.85 shale

19.00 20.00 1.00 0.90 “

20.00 21.00 1.00 0.95 “

21.00 22.00 1.00 0.32 “

22.00 23.00 1.00 0.40 “

23.00 24.00 1.00 0.57 “

24.00 25.00 1.00 0.20 “


26.00 27.00 1.00 0.20 “

27.00 28.00 1.00 0.20 “

28.00 29.00 1.00 0.20 “

29.00 30.00 1.00 0.25 shale

RL- 313.900 BH-PD- 19 DRILL-17 Date of Starting : 27.02.12



Bore hole closed at:32.00mt.


0.00 12.00 12.00 nil alluvium

12.00 13.00 1.00 0.35 shale

13.00 14.00 1.00 0.30 “

14.00 15.00 1.00 0.25 “

15.00 16.00 1.00 0.35 “

16.00 17.00 1.00 0.35 “

17.00 18.00 1.00 0.40 “


19.00 20.00 1.00 0.45 “

20.00 21.00 1.00 0.50 “

21.00 22.00 1.00 0.50 “

22.00 23.00 1.00 0.30 “

23.00 24.00 1.00 0.10 clay

24.00 25.00 1.00 0.25 Shale & clay


26.00 27.00 1.00 0.10 Shale & clay

27.00 28.00 1.00 0.17 “


29.00 30.00 1.00 0.38 “ 2

30.00 31.00 1.00 0.05 clay

31.00 32.00 1.00 0.26 31.00

31.15

31.5

32.00

0.15

0.85

0.10

0.16

Grey fine grained Limestone shale

RL- 314.550 BH-PD- 20 DRILL- 16




Borehole closed at:29.00mt.



5.00 7.00 2.00 nil “

7.00 9.00 2.00 nil “

9.00 11.00 2.00 0.20

11.00 12.00 1.00 0.20 shale

12.00 13.00 1.00 0.40 “

13.00 14.00 1.00 0.15 Shale & clay

14.00 15.00 1.00 0.33 shale

15.00 16.00 1.00 0.05 Shale & clay


17.00 18.00 1.00 0.40 “

18.00 19.00 1.00 0.22 shale

19.00 20.00 1.00 0.28 “


21.00 22.00 1.00 0.38 “

22.00 23.00 1.00 0.30 “

23.00 24.00 1.00 0.22 “

24.00 25.00 1.00 0.33 “

25.00 26.00 1.00 0.15 Shale & clay

26.00 27.00 1.00 0.10 “

27.00 28.00 1.00 0.15 “

28.00 29.00 1.00 0.05 “

RL- 311.280 BH-PD- 21 DRILL- 16



Total Depth :30.00mt.



0.00 13.00 13.00 nil alluvium

13.00 14.00 1.00 0.50 shale

14.00 15.00 1.00 0.35 “


16.00 17.00 1.00 0.60 “

17.00 18.00 1.00 0.30 shale

18.00 19.00 1.00 0.42 “


20.00 21.00 1.00 0.55 “


22.00 23.00 1.00 0.80 “ 2

23.00 24.00 1.00 0.40 shale

24.00 25.00 1.00 0.50 “


26.00 27.00 1.00 0.80 “

27.00 28.00 1.00 0.70 Alternate bands of limestone & shale &

clay

28.00 29.00 1.00 0.10 shale

29.00 30.00 1.00 0.25 shale

RL- 312.330 BH-PD- 22 DRILL-17




Borehole closed at:20.00 mt.



6.00 7.00 1.00 0.10 shale

7.00 8.00 1.00 0.20 “

8.00 9.00 1.00 0.15 Shale & clay

9.00 10.00 1.00 0.20 “

10.00 11.00 1.00 0.25 “

11.00 12.00 1.00 0.22 “

12.00 13.00 1.00 0.21 “

13.00 14.00 1.00 0.35 shale

14.00 15.00 1.00 0.16 Shale & clay

15.00 16.00 1.00 0.17 “

16.00 17.00 1.00 0.10 “

17.00 18.00 1.00 0.10 “

18.00 19.00 1.00 0.05 clay

19.00 20.00 1.00 0.05 “

RL- 311.980 BH-PD- 23 DRILL- 17






0.00 6.00 6.00 nil “

6.00 7.00 1.00 0.10 6.00

6.80

6.80

7.00

0.80

0.10

Nil

0.10

Grey fine grained fractured limestone 1

7.00 8.00 1.00 0.26 “ 2

8.00 9.00 1.00 0.80 “ 3

9.00 10.00 1.00 0.38 “ 4

10.00 11.00 1.00 0.63 “ 5

11.00 12.00 1.00 0.40 11.00

11.35

11.35

12.00

0.35

0.65

0.30

0.10

“

shale

6

12.00 13.00 1.00 0.15 Shale & clay


14.00 15.00 1.00 0.20 Shale & clay

15.00 16.00 1.00 0.05 “

16.00 17.00 1.00 0.10 “

17.00 18.00 1.00 0.05 clay

18.00 19.00 1.00 0.10 “

19.00 20.00 1.00 0.10 “

20.00 21.00 1.00 0.40 clay

21.00 22.00 1.00 0.21 “

22.00 23.00 1.00 0.21 “

23.00 24.00 1.00 0.30 “

24.00 25.00 1.00 0.08 clay

25.00 26.00 1.00 0.09 “

26.00 27.00 1.00 0.23 Shale & clay

27.00 28.00 1.00 0.24 Shale & clay

28.00 29.00 1.00 0.33 Shale & clay

29.00 30.00 1.00 0.60 “

RL- 313.480 BH-pd- 24 DRILL- 16



Total Depth :31.00 mt.




4.00 5.00 1.00 0.82 “ 2

5.00 6.00 1.00 0.80 “ 3

6.00 7.00 1.00 0.80 “ 4

7.00 8.00 1.00 0.88 “ 5

8.00 9.00 1.00 0.80 “ 6

9.00 10.00 1.00 0.83 “ 7

10.00 11.00 1.00 0.98 “ 8

11.00 12.00 1.00 0.80 “ 9

12.00 13.00 1.00 0.95 “ 10

13.00 14.00 1.00 0.92 “ 11

14.00 15.00 1.00 0.95 “ 12

15.00 16.00 1.00 0.95 “ 13


17.00 18.00 1.00 0.17 “

18.00 19.00 1.00 0.22 “

19.00 20.00 1.00 0.43 “

20.00 21.00 1.00 0.26 “

21.00 22.00 1.00 0.15 “

22.00 23.00 1.00 0.20 shale


24.00 25.00 1.00 0.18 shale

25.00 26.00 1.00 0.20 “




28.00 29.00 1.00 0.35 “

29.00 30.00 1.00 0.32 “

30.00 31.00 1.00 0.35 “

RL- 312.950 BH-pd- 25 DRILL- 16







1.00 2.00 1.00 nil “

2.00 3.00 1.00 nil “

3.00 4.00 1.00 nil “

4.00 5.00 1.00 nil “

5.00 6.00 1.00 nil “

6.00 9.00 3.00 nil “

9.00 10.00 1.00 0.30 shale

10.00 11.00 1.00 0.20 “

11.00 12.00 1.00 0.20 “

12.00 13.00 1.00 0.25 “

13.00 14.00 1.00 0.25 “

14.00 15.00 1.00 0.20 “

15.00 16.00 1.00 0.25 “

16.00 17.00 1.00 0.20 “

17.00 18.00 1.00 0.27 “

18.00 19.00 1.00 0.20 “

19.00 20.00 1.00 0.25 “

20.00 21.00 1.00 0.20 “

21.00 22.00 1.00 0.25 “

22.00 23.00 1.00 0.20 “

23.00 24.00 1.00 0.30 “

RL- 313.290 BH-pd- 26 DRILL-17



Total Depth : 33.00 mt.


0.00 3.00 3.00 nil Alluvium

3.00 4.00 1.00 3.00

3.45

3.80

3.45

3.80

4.00

0.45

0.35

0.20

Nil

0.30

0.20

“


Auviumll

1


5.00 6.00 1.00 0.80 “ 3

6.00 7.00 1.00 0.80 “ 4

7.00 8.00 1.00 0.40 “

With clay at bottom

5


with clay at top

6


10.00 11.00 1.00 0.90 “ 8

11.00 12.00 1.00 0.90 11.00

11.10

11.00

12.00

0.10

0.90

0.10

0.80

Shale


9

12.00 13.00 1.00 0.90 “ 10

13.00 14.00 1.00 0.85 “ 11

14.00 15.00 1.00 0.80 “ 12

15.00 16.00 1.00 0.85 “ 13

16.00 17.00 1.00 0.82 “ 14

17.00 18.00 1.00 0.80 “ 15

18.00 19.00 1.00 0.85 19.00

18.53

18.93

18.53

18.93

19.00

0.53

0.40

0.07

0.48

0.33

0.04

“

Shale


16

Borehole closed at:33mt.


20.00 21.00 1.00 0.30 shale

21.00 22.00 1.00 0.30 “

22.00 23.00 1.00 0.32 “

23.00 24.00 1.00 0.30 “

24.00 25.00 1.00 0.05 Shale & clay

25.00 26.00 1.00 0.22 “

26.00 27.00 1.00 0.14 “

27.00 28.00 1.00 0.17

28.00 29.00 1.00 0.21

29.00 30.00 1.00 0.17

30.00 31.00 1.00 0.26

31.00 32.00 1.00 0.21

32.00 33.00 1.00 0.24

RL- 313.790 BH-pd- 27 DRILL-16




Borehole closed at 20.00 mt.




4.00 5.00 1.00 0.90 “ 2

5.00 6.00 1.00 0.92 “ 3

6.00 7.00 1.00 0.92 “ 4

7.00 8.00 1.00 0.22 “

8.00 9.00 1.00 0.22 Shale & clay

9.00 10.00 1.00 0.20 “

10.00 11.00 1.00 0.20 “

11.00 12.00 1.00 0.20 “

12.00 13.00 1.00 0.20 “

13.00 14.00 1.00 0.22 “

14.00 15.00 1.00 0.15 “

15.00 16.00 1.00 0.05 “

16.00 17.00 1.00 0.15 shale

17.00 18.00 1.00 0.05 Shale & clay

18.00 19.00 1.00 0.10 “

19.00 20.00 1.00 0.20 “

RL- 313.840 BH-pd-28 DRILL- 52






2.00 4.00 2.00 nil “

4.00 6.00 2.00 nil “

6.00 9.00 3.00 nil “

9.00 11.00 2.00 nil “

11.00 12.00 1.00 0.10 11.00

11.85

11.85

12.00

0.85

0.15

Nil

0.11

“


12.00 13.00 1.00 0.60 “ 1

13.00 14.00 1.00 1.00 “ 2

14.00 15.00 1.00 1.00 “ 3

15.00 16.00 1.00 1.00 “ 4

16.00 17.00 1.00 0.95 “ 5

17.00 18.00 1.00 0.98 “ 6

18.00 19.00 1.00 0.98 “ 7

19.00 20.00 1.00 0.95 “ 8

20.00 21.00 1.00 0.85 Alternate bands of shale &lime stone

21.00 22.00 1.00 0.88 “

22.00 23.00 1.00 0.95 “

23.00 24.00 1.00 0.50 “

24.00 25.00 1.00 0.78 “

25.00 26.00 1.00 1.00 “

26.00 27.00 1.00 0.85 “

27.00 28.00 1.00 0.82 “

28.00 29.00 1.00 1.00 “

29.00 30.00 1.00 0.80 “

30.00 31.00 1.00 0.15 “

31.00 32.00 1.00 0.10 Shale & clay

32.00 33.00 1.00 0.15


33.00 34.00 1.00 0.15 Shale & clay

34.00 35.00 1.00 0.15 “

RL- 314.250 BH-pd-29 DRILL-

Date of Starting :

Date of Closing :




3.00 5.00 2.00 nil “

5.00 6.00 1.00 0.20 Shale & soil

6.00 7.00 1.00 0.80 shale

7.00 8.00 1.00 0.90 7.00

7.20

7.20

8.00

0.20

0.80

0.17

0.73

“


1

8.00 9.00 1.00 0.90 “ 2

9.00 10.00 1.00 0.80 “ 3

10.00 11.00 1.00 0.90 “ 4

11.00 12.00 1.00 0.82 “ 5

12.00 13.00 1.00 0.90 “ 6

13.00 14.00 1.00 0.98 “ 7

14.00 15.00 1.00 0.84 “ 8

15.00 16.00 1.00 0.90 “ 9

16.00 17.00 1.00 0.95 “ 10

17.00 18.00 1.00 0.98 “ 11

18.00 19.00 1.00 0.95 “ 12

19.00 20.00 1.00 0. 90 “ 13

20.00 21.00 1.00 0.75 “ with clay band 14

21.00 22.00 1.00 0.90 “ 15

22.00 23.00 1.00 0.80 “ 16

23.00 24.00 1.00 0.80 “ 17

24.00 25.00 1.00 0.70 “ with clay at top 18

25.00 26.00 1.00 0.80 shale

26.00 27.00 1.00 0.05 Shale & clay

27.00 28.00 1.00 0.10 Shale & clay

28.00 29.00 1.00 0.54 shale

29.00 30.00 1.00 0.07 Shale & clay


30.00 31.00 1.00 0.10 “

31.00 32.00 1.00 0.75 shale

32.00 33.00 1.00 0.15 Shale & clay

33.00 34.00 1.00 0.15

34.00 35.00 1.00 0.46 shale

RL- 313.590 BH-pd- 30 DRILL- 17






3.00 6.00 3.00 nil “

6.00 7.00 1.00 0.88 shale

7.00 8.00 1.00 0.80 “

8.00 9.00 1.00 0.30 Shale&clay

9.00 10.00 1.00 0.80 shale

10.00 11.00 1.00 0.70 “

11.00 12.00 1.00 0.68 “

12.00 13.00 1.00 0.95 “

13.00 14.00 1.00 0.80 “

14.00 15.00 1.00 0.90 “

15.00 16.00 1.00 0.94 “


17.00 18.00 1.00 0.68 “ 2

18.00 19.00 1.00 0.90 “ 3

19.00 20.00 1.00 0.37 “ with clay at bottom 4


21.00 22.00 1.00 0.68 “ 6

22.00 23.00 1.00 0.80 “ 7

23.00 24.00 1.00 0.40 “ “ with clay 8


with clay at top

9

25.00 26.00 1.00 0.60 “ 10

26.00 27.00 1.00 0.80 “ 11

27.00 28.00 1.00 0.75 “ 12

28.00 29.00 1.00 0.65 “ 13

29.00 30.00 1.00 0.6 7 Grey fine grained fractured limestone 14

30.00 31.00 1.00 0.82 “ 15

31.00 32.00 1.00 0.60 “ 16

32.00 33.00 1.00 0.72 “ 17

33.00 34.00 1.00 0.55 “ 18

Borehole closed at:35.00 m.

33.00 33.40 0.40 0.37 Shale

33.40 34.00 0.60 0.18 “

34.00 35.00 1.00 0.62 “

RL- 314.270 BH-pd- 31 DRILL- 16







9.00 10.00 1.00 0.90 Shale

10.00 11.00 1.00 0.55 “

11.00 12.00 1.00 0.50 “

12.00 13.00 1.00 0.50 “

13.00 14.00 1.00 0.80 “

14.00 15.00 1.00 0.80 ‘”

15.00 16.00 1.00 0.28 Shale & clay

16.00 17.00 1.00 0.38 “

17.00 18.00 1.00 0.22 “

18.00 19.00 1.00 0.60 Shale

19.00 20.00 1.00 0.45 Shale & clay

20.00 21.00 1.00 0.30 “

21.00 22.00 1.00 0.27 “

22.00 23.00 1.00 0.64 Shale

23.00 24.00 1.00 0.23 Shale & clay

24.00 25.00 1.00 0.78 Shale

25.00 26.00 1.00 0.38 Shale & clay

RL- 314.110 BH-pd- 32 DRILL- 16








2.00 3.00 1.00 0.98 Shaly Limestone 2

3.00 4.00 1.00 0.70 Shaly Limestone 3

4.00 5.00 1.00 0.34 Grey fine grained fractured limestone with clay at bottom 4

5.00 6.00 1.00 0.25 “ 5

6.00 7.00 1.00 0.66 “ 6

7.00 8.00 1.00 0.35 “ 7

8.00 9.00 1.00 0.56 “ 8


10.00 11.00 1.00 0.95 “ 10

11.00 12.00 1.00 0.94 “ 11

12.00 13.00 1.00 0.85 “ 12


14.00 15.00 1.00 0.60 “ 14

15.00 16.00 1.00 0.50 “ 15

16.00 17.00 1.00 0.40 “ 16



19.00 20.00 1.00 0.50 shale

20.00 21.00 1.00 0.60 “

21.00 22.00 1.00 0.65 “

22.00 23.00 1.00 0.35 “

23.00 24.00 1.00 0.30 shale

24.00 25.00 1.00 0.35 “

25.00 26.00 1.00 0.05 Shale & clay

RL- 315.670 BH-pd- 33 DRILL- 52



Total Depth :27.00m.




3.00 5.00 2.00 nil “

5.00 8.00 3.00 nil “

8.00 9.00 1.00 0.20 shale

9.00 10.00 1.00 0.30 “

10.00 11.00 1.00 0.33 “

11.00 12.00 1.00 0.35 “

12.00 13.00 1.00 0.30 “

13.00 14.00 1.00 0.33 “

14.00 15.00 1.00 0.30 “

15.00 16.00 1.00 0.20 “

16.00 17.00 1.00 0.40 “

17.00 18.00 1.00 0.45 “

18.00 19.00 1.00 0.22 “

19.00 20.00 1.00 0.20 “

20.00 21.00 1.00 0.65 “

21.00 22.00 1.00 0.30 “

22.00 23.00 1.00 0.50 “

23.00 24.00 1.00 0.42 “

24.00 25.00 1.00 0.43 “

25.00 26.00 1.00 0.32 Shale & clay

26.00 27.00 1.00 0.40 “

RL- 314.580 BH-pd-34 DRILL- 16



Total Depth :36.00 m.



4.00 5.00 1.00 0.30 Shale & clay

5.00 6.00 1.00 0.15 “

6.00 7.00 1.00 0.15 “

7.00 8.00 1.00 0.25 “

8.00 9.00 1.00 0.25 “

9.00 10.00 1.00 0.20 “

10.00 11.00 1.00 0.20 “

11.00 12.00 1.00 0.30 ‘’

12.00 13.00 1.00 0.30 “

13.00 14.00 1.00 0.25 ‘’

14.00 15.00 1.00 0.70 “

15.00 16.00 1.00 0.90 ‘’

16.00 17.00 1.00 0.90 16.00

16.90

16.90

17.00

0.90

0.10

0.83

0.07

“


1

2

17.00 18.00 1.00 0.81 “ 3

18.00 19.00 1.00 0.90 “ 4

19.00 20.00 1.00 0.85 “ 5

20.00 21.00 1.00 0.80 “ 6

21.00 22.00 1.00 0.80 “ 7

22.00 23.00 1.00 0.80 “ 8

23.00 24.00 1.00 0.84 ‘’ 9

24.00 25.00 1.00 0.80 “ 10

25.00 26.00 1.00 0.85 ‘’ 11

26.00 27.00 1.00 0.90 “ 12

27.00 28.00 1.00 0.96 ‘’ 13

28.00 29.00 1.00 0.86 “ 14

29.00 30.00 1.00 0.92 Grey fine grained fractured Limestone 15

30.00 31.00 1.00 0.90 “ 16


31.00 32.00 1.00 0.90 ‘” 17

32.00 33.00 1.00 0.90 Shaly Limestone 18

33.00 34.00 1.00 0.80 Shaly Limestone 19

34.00 35.00 1.00 0.80 34.00 34.10 0.10 0.10 Shaly Limestone

34.10 35.00 0.90 0.70 Alternate bands of shale & Limestone

35.00 36.00 1.00 0.87 Shaly Limestone

RL- 316.560 BH-pd- 35 DRILL- 52


DOC:31.03.12





4.00 5.00 1.00 0.13 Calc. Shale & clay

5.00 6.00 1.00 0.25 “’

6.00 7.00 1.00 0.25 “

7.00 8.00 1.00 0.15 Shale & clay

8.00 9.00 1.00 0.70 Shale

9.00 10.00 1.00 0.75 “

10.00 11.00 1.00 0.85 “

11.00 12.00 1.00 0.40 Shale & clay

12.00 13.00 1.00 0.50 “

13.00 14.00 1.00 0.40 ‘’

14.00 15.00 1.00 0.43 “

15.00 16.00 1.00 0.50 “

16.00 17.00 1.00 0.30 “

RL- 316.430 BH-pd- 36 DRILL- 17




Borehole closed at: 20.00 mt.



3.00 6.00 3.00 nil “

6.00 8.00 2.00 0.45 Shale & clay

8.00 9.00 1.00 0.20 “

9.00 10.00 1.00 0.70 “

10.00 11.00 1.00 0.50 “

11.00 12.00 1.00 0.20 “

12.00 13.00 1.00 0.25 “

13.00 14.00 1.00 0.10 ‘’

14.00 15.00 1.00 0.20 “

15.00 16.00 1.00 0.05 clay

16.00 17.00 1.00 0.15 Shale & clay

17.00 18.00 1.00 0.15 “

18.00 19.00 1.00 0.05 clay

19.00 20.00 1.00 0.05 clay

RL- 313.810 BH-pd- 37 DRILL-17







3.00 4.00 1.00 nil “

4.00 5.00 1.00 0.70 Shale

5.00 6.00 1.00 0.90 “

6.00 7.00 1.00 0.50 “

7.00 8.00 1.00 0.40 “

8.00 9.00 1.00 0.50 “

9.00 10.00 1.00 0.40 “

10.00 11.00 1.00 0.50 ‘’

11.00 12.00 1.00 0.40 “

12.00 13.00 1.00 0.45 “

13.00 14.00 1.00 0.50 “

14.00 15.00 1.00 0.60 “

15.00 16.00 1.00 0.65 “

16.00 17.00 1.00 0.04 “

17.00 18.00 1.00 0.35 ‘’

18.00 19.00 1.00 0.30 “

RL- 312.540 BH-pd- 38 DRILL- 16






3.00 6.00 3.00 nil “

6.00 7.00 1.00 0.73 Shale

7.00 8.00 1.00 0.70 “

8.00 9.00 1.00 0.70 “

9.00 10.00 1.00 0.50 “

10.00 11.00 1.00 0.50 “

11.00 12.00 1.00 0.60 “

12.00 13.00 1.00 0.50 “

13.00 14.00 1.00 0.50 ‘’

14.00 15.00 1.00 0.80 “

15.00 16.00 1.00 0.70 “

16.00 17.00 1.00 0.80 “

17.00 18.00 1.00 0.80 “

18.00 19.00 1.00 0.65 “

19.00 20.00 1.00 0.95 Grey fine grained fractured Limestone 1

20.00 21.00 1.00 0.90 ‘’ 2

21.00 22.00 1.00 0.88 “ 3

22.00 23.00 1.00 0.90 “ 4

23.00 24.00 1.00 0.80 ‘’ 5

24.00 25.00 1.00 0.95 “ 6

25.00 26.00 1.00 0.80 “ 7

26.00 27.00 1.00 0.90 “ 8

27.00 28.00 1.00 0.80 “ 9

28.00 29.00 1.00 0.82 “ 10

29.00 30.00 1.00 0.80 “ 11


30.00 31.00 1.00 0.85 ‘’ 12

31.00 32.00 1.00 0.80 Grey fine grained fractured lst. 13

32.00 33.00 1.00 0.85 “ 14

33.00 34.00 1.00 0.90 “ 15

34.00 35.00 1.00 0.95 “ 16

RL- 316.150 BH-pd- 39 DRILL- 17





0.00 5.10 5.10 Nil alluvium

5.10 6.10 1.00 1.00 Shale

6.10 7.10 1.00 0.70 Shale

7.10 8.10 1.00 0.80 “

8.10 9.10 1.00 1.00 “

9.10 10.10 1.00 0.80 “

10.10 11.10 1.00 0.80 Grey fine grained Fractured lst 1

11.10 12.10 1.00 0.70 “ 2

12.10 13.10 1.00 0.30 Grey fine grained with clay bands 3

13.10 14.10 1.00 0.33 ‘’ 4

14.10 15.10 1.00 0.62 “ 5

15.10 16.10 1.00 0.60 “ 6

16.10 17.10 1.00 0.42 “ 7

17.10 18.10 1.00 0.60 Grey fine grained with clay top 8

18.10 19.10 1.00 0.90 Grey fine grained fractured lst 9

19.10 20.10 1.00 1.00 Grey fine grained fractured lst. 10

20.10 21.10 1.00 0.70 ‘’ 11

21.10 22.10 1.00 0.84 “ 12

22.10 23.10 1.00 0.68 “ 13

23.10 24.10 1.00 0.80 ‘’ 14

24.10 25.10 1.00 0.80 “ 15

25.10 26.10 1.00 0.80 “ 16

26.10 27.10 1.00 0.85 Shale

27.10 28.10 1.00 0.87 “

28.10 29.10 1.00 0.90 “

29.10 30.10 1.00 0.90 “

30.10 31.10 1.00 0.95 Alternate bands of shale of lst

31.10 32.10 1.00 0.95 “


32.10 33.10 1.00 0.80 Grey fine grained fractured lst 17

33.10 34.10 1.00 0.85 Alternate bands of shale of lst

34.10 35.10 1.00 0.65 Shale

RL- 316.340 BH-pd- 41 DRILL- 17



Total Depth : 27.05 m.



0.00 2.05 2.05 Nil Alluvium

2.05 3.05 1.00 0.28 Grey Fine grained fractured Limestone 1

3.05 4.05 1.00 0.75 “ 2

4.05 5.05 1.00 0.83 “ 3

5.05 6.05 1.00 0.95 “ 4

6.05 7.05 1.00 0.90 “ 5

7.05 8.05 1.00 0.80 “ 6

8.05 9.05 1.00 0.98 “ 7

9.05 10.05 1.00 0.90 “ 8

10.05 11.05 1.00 0.92 “ 9

11.05 12.05 1.00 0.92 “ 10

12.05 13.05 1.00 0.95 “ 11

13.05 14.05 1.00 0.93 “ 12

14.05 15.05 1.00 0.88 Grey fine grained fractured with clay at top 13

15.05 16.05 1.00 Grey Fine grained fractured Limestone

15.05 15.20 0.15 0.15 Grey Fine grained fractured Limestone

15.20 16.05 0.85 0.65 Shale

16.05 17.05 1.00 1.00 “

17.05 18.05 1.00 0.90 “

18.05 19.05 1.00 0.88 “

19.05 20.05 1.00 0.80 “

20.05 21.05 1.00 0.88 “

21.05 22.05 1.00 0.90 “

22.05 23.05 1.00 0.80 “

23.05 24.05 1.00 0.90 “

24.05 25.05 1.00 0.80 “

25.05 26.05 1.00 0.80 “

26.05 27.05 1.00 0.90 “

RL 312.900M BH-NO-AS- 2 DRILL NO- 17 DOS- 17-12-12 DOC- 30-12-12 TOTAL DEPTH- 30m.

FROM TO RUN CORE FROM TO RUN CORE LITHOLOGY SAMPLE NO.

0.00 3.00 3.00 NIL ALLUVIUM

3.00 6.00 3.00 NIL ‘’

6.00 7.00 1.00 0.50 SHALE

7.00 8.00 1.00 0.25

‘’

8.00 9.00 1.00 0.20 ‘’

‘’

9.00 10.00 1.00 0.30 ‘’

‘’

10.00 11.00 1.00 0.30 ‘’

‘’

11.00 12.00 1.00 0.40 ‘’

‘’

12.00 13.00 1.00 0.40 ‘’

‘’

13.00 14.00 1.00 0.68 ‘’

‘’

14.00 15.00 1.00 0.65 ‘’

‘’

15.00 16.00 1.00 0.80 ‘’

‘’

16.00 17.00 1.00 0.76 ‘’

‘’

17.00 18.00 1.00 0.60 ‘’

‘’

18.00 19.00 1.00 0.55 ‘’

‘’

19.00 20.00 1.00 0.60 19.00 19.90 0.90 0.50 ‘’

19.90 20.00 0.10 0.10 GREY FINE

GRAINED

FRACTURED

LIME

STONE

1

20.00 21.00 1.00 0.80 GREY FINE

GRAINED

FRACTURED

LIME

STONE

2

21.00 22.00 1.00 0.85

‘’

3

22.00 23.00 1.00 0.80 ‘’

4

23.00 24.00 1.00 0.20 SHALE &

CLAY

24.00 25.00 1.00 0.20 ‘’

‘’

25.00 26.00 1.00 0.15 ‘’

‘’

26.00 27.00 1.00 0.15 ‘’

27.00 28.00 1.00 0.20 ‘’

28.00 29.00 1.00 0.20 ‘’

29.00 3.00 1.00 0.15 ‘’

BOREHOLE CLOSED AT -30 m.

RL 312.240M BH-NO-AS-10 DRILL NO-15



Total Depth : 28.00 m


0.00 5.00 5.00 NIL ALLUVIUM

5.00 5.70 0.70 NIL ‘’

5.00 6.00 1.00 0.25 5.70 6.00 0.30 0.25 Grey Fine Grained Fractured Lime Stone

1

6.00 7.00 1.00 0.87 2

7.00 8.00 1.00 0.83 3

8.00 9.00 1.00 0.82 4

9.00 10.00 1.00 0.87 5

10.00 11.00 1.00 0.83 5

11.00 12.00 1.00 0.52 Grey Fine Grained Fractured Lime Stone With Clay Band 6

12.00 13.00 1.00 0.62 12.00 12.53 0.53 0.20 Shale

12.53 13.00 0.47 0.42 Grey Fine Grained Fractured Lime Stone 7


14.00 15.00 1.00 0.75 14.00 14.55 0.55 0.35 Calc. Shale


15.00 16.00 1.00 0.77 ‘’ 10

16.00 17.00 1.00 0.67 Alternate Bands Of Limestone & Shale

17.00 18.00 1.00 0.64 ‘’

18.00 19.00 1.00 0.50 ‘’

19.00 20.00 1.00 0.63 ‘’

20.00 21.00 1.00 0.60 ‘’

21.00 22.00 1.00 0.55 ‘’

22.00 23.00 1.00 0.35 SHALE

23.00 24.000 1.00 0.50 ‘’

24.00 25.00 1.00 0.51 ‘’

25.00 26.00 1.00 0.40 ‘’

26.00 27.00 1.00 0.66 ‘’

27.00 28.00 1.00 0.65 ‘’

Borehole Closed At -28.00 M.

RL 312.100 BH-NO-AS- 13 DRILL NO- 16

Date of Starting : 0502.13


Total Depth : 32.15 M.


0.00 8.15 8.15 NIL Alluvium


9.15 10.15 1.00 0.90 ‘’ 2

10.15 11.15 1.00 0.20 10.15 10.30 0.15 0.10 ‘’

10.30 11.15 0.85 0.10 Shale & Clay

11.15 12.15 1.00 0.20 Shale & Lime Stone

12.15 13.15 1.00 0.25 Shale

13.15 14.15 1.00 0.30 13.15 13.35 0.20 0.18 Grey Fine Grained Fractured Lime Stone

13.35 14.15 0.80 0.12 Shale

14.15 15.15 1.00 0.30 14.15 14.90 0.75 0.06 ‘’

14.90 15.15 0.25 0.24 Grey Fine Grained Fractured Lime Stone

15.15 16.15 1.00 0.93 ‘’ 3

16.15 17.15 1.00 0.90 ‘’ 4

17.15 18.15 1.00 0.90 ‘’ 5

18.15 19.15 1.00 0.90 ‘’’ 6

19.15 20.15 1.00 0.83 ‘’ 7

20.15 21.15 1.00 0.90 ‘’ 8

21.15 22.15 1.00 0.86 ‘’ 9

22.15 23.15 1.00 0.80 ‘’ 10

23.15 24.15 1.00 0.90 ‘’ 11

24.15 25.15 1.00 0.90 CORE

GRINDED

‘’ 12

25.15 26.15 1.00 0.95 ‘’ 13

26.15 27.15 1.00 0.40 Shale & Lime Stone 14


28.15 29.15 1.00 0.65 28.15 28.80 0.65 0.60 Grey Fine Grained Fractured Lime Stone 16

28.80 29.15 0.35 0.05 Shale

29.15 30.15 1.00 0.80 Alternate Bands Of Limestone & Shale

30.15 31.15 1.00 0.48 ‘’

31.15 32.15 1.00 0.10 Shale & Clay

Borehole Closed At -32.15M.

RL 312.780M BH-NO-AS-16 DRILL NO- 16



Total Depth-32.75M.


0.00 12.20 12.20 NIL Alluvium


13.75 14.75 1.00 0.50

13.75 14.11 0.36 0.34 ‘’ 2

14.11 14..70 0.59 0.11 Clay

14.70 14.75 0.05 0.05 Grey Fine Grained Lime Stone


With Clay Band At Middle

15.75 16.75 1.00 0.60 Alternate Bands Of Lst. & Shale


17.75 18.75 1.00 0.90 ‘’ 4

18.75 19.75 1.00 0.50 18.75 19.55 0.80 0.30 Shale & Clay

19.55 19.75 0.20 0.20 Grey Fine Grained Lime Stone 5

19.75 20.75 1.00 0.70 ‘’

20.75 21.75 1.00 0.70 Shaly Lime Stone 6

21.75 22.75 1.00 0.57 ‘’ 7


23.75 24.75 1.00 0.65 ‘’ 9

24.75 25.75 1.00 0.65 ‘’ ------- With Shale At Bottom 10

25.75 26.75 1.00 0.85 Shale


27.75 28.75 1.00 0.20 Shale & Clay


29.75 30.75 1.00 0.28 Shale

30.75 31.75 1.00 0.22 ‘’



RL 313.530M BH-NO-AS- 19 DRILL NO- 16



Total Depth : 32.15 M.




1

9.15 10.15 1.00 0.75 ‘’ 2

10.15 11.15 1.00 0.96 ‘’ 3

11.15 12.15 1.00 0.40 Grey Fine Grained Fractured Lime Stone With

Clay At Bottom

4


13.15 14.15 1.00 0.75 ‘’ 6

14.15 15.15 1.00 0.90 ‘’ 7





Clay Bands

9

19.15 20.15 1.00 0.53 ‘’ 10


21.15 22.15 1.00 0.15 Shale



24.15 25.15 1.00 0.65 28-2-

13

Grey Fine Grained Fractured Lime Stone Core

Grinded

12

25.15 26.15 1.00 0.15 Shale & Clay

26.15 27.15 1.00 0.10 ‘’

27.15 28.15 1.00 0.16 ‘’

28.15 29.15 1.00 0.17 ‘’

29.15 30.15 1.00 0.10 Clay

30.15 31.15 1.00 0.10 ‘’

31.15 32.15 1.00 0.03 ‘’

BOREHOLE CLOSED AT -32.15M.

RL 311.190M BH-NO-AS-20 DRILL NO-17

DOS- 25-2-13

DOC- 2-3-13

TOTAL DEPTH-28m.

` TO RUN CORE FROM TO RUN CORE LITHOLOGY SAMPLE NO.



7.00 8.00 1.00 .90 ‘’ 2

8.00 9.00 1.00 0.15 8.00 8.82 0.82 NIL Clay


9.00 10.00 1.00 0.30 Alternate Bands Of Shale

10.00 11.00 1.00 0.18 -Lime Stone

11.00 12.00 1.00 0.38 Lime Stone And Clay

12.00 13.00 1.00 0.20 Shale & Clay

13.00 14.00 1.00 0.30 ‘’

14.00 15.00 1.00 0.66 28-2-

13

Shale Lime Stone And Clay

15.00 16.00 1.00 0.50 ‘’

16.00 17.00 1.00 0.57 ‘’

17.00 18.00 1.00 0.32 Shale

18.00 19.00 1.00 0.40 Shale And Lime Stone


Clay At Bottom

20.00 21.00 1.00 0.30 Shaly Lime Stone With Clay At Top


Clay Band

22.00 23.00 1.00 0.25 Shale And Clay

23.00 24.00 1.00 0.20

24.00 25.00 1.00 0.15 ‘’

25.00 26.00 1.00 0.10 ‘’

26.00 27.00 1.00 0.15 ‘’

27.00 28.00 1.00 0.05 ‘’


RESULT OF LIMESTONE Ref. No. 90/Analysisl/F.No. 6/2011-12, Camp- Tala, Date 27.03.2015

From - Shri P.P. Mishra (A.G.)

S.No. Sample No. A.I. (SiO2%) R2O3% Fe2O3% Al2O3% CaO% MgO% L.O.I.% Total

1 PD-1/1 7.92 3.02 0.20 2.82 47.10 2.09 39.52 99.65

2 PD-1/2 6.42 2.66 0.20 2.46 47.78 2.25 40.4 99.51

3 PD-1/3 3.02 1.68 0.50 1.18 51.59 1.44 42.02 99.75

4 PD-1/4 2.20 1.48 0.60 0.88 51.14 2.25 42.7 99.77

5 PD-1/5 2.70 2.02 0.50 1.52 52.04 0.80 41.75 99.31

6 PD-1/6 8.56 3.24 0.50 2.74 47.55 1.45 38.58 99.38

7 PD-1/7 14.82 4.44 0.60 3.84 44.41 0.80 35.22 99.69

8 PD-1/8 14.54 5.44 0.70 4.74 41.05 3.22 35.04 99.29

9 PD-1/9 6.86 2.86 1.30 1.56 49.13 1.33 39.56 99.74

10 PD-1/10 7.20 2.58 0.70 1.88 50.02 0.32 39.37 99.49

11 PD-1/11 15.86 2.12 0.50 1.62 45.09 0.48 35.7 99.25

12 PD-1/12 14.40 2.54 0.60 1.94 44.64 1.45 36.42 99.45

13 PD-1/13 12.36 2.28 0.70 1.58 47.56 0.16 37.27 99.63

14 PD-2/1 9.78 2.68 0.70 1.98 47.78 0.97 38.33 99.54

15 PD-2/2 11.16 2.48 0.50 1.98 47.11 0.81 37.63 99.19

16 PD-2/3 8.16 2.50 0.50 2.00 47.78 1.61 39.04 99.09

17 PD-2/4 11.28 4.68 0.70 3.98 33.19 11.29 38.62 99.06

18 PD-2/5 10.82 3.16 0.30 2.86 37.91 8.38 39.09 99.36

19 PD-2/6 15.34 3.32 0.50 2.82 43.74 1.29 35.54 99.23

20 PD-2/7 16.38 4.32 0.80 3.52 43.06 1.12 34.58 99.46

21 PD-2/8 18.26 4.62 0.40 4.22 42.62 0.32 33.77 99.59

22 PD-2/9 17.68 4.86 0.40 4.46 42.84 0.32 33.68 99.38

23 PD-2/10 13.62 3.02 0.50 2.52 44.41 1.61 36.71 99.37

24 PD-2/11 14.36 4.14 0.70 3.44 41.72 2.74 36.59 99.55

25 PD-2/12 13.14 4.12 0.80 3.32 45.08 0.8 36.61 99.75

26 PD-5/1 8.30 3.70 0.30 3.40 48.00 0.96 38.97 99.93

27 PD-5/2 7.90 3.22 0.20 3.02 48.22 1.12 39.32 99.78

28 PD-5/3 7.14 2.60 0.30 2.30 48.67 1.29 39.85 99.55

29 PD-5/4 11.22 3.44 0.30 3.14 42.62 3.87 37.91 99.06

30 PD-5/5 12.92 5.56 0.40 5.16 41.72 2.9 36.14 99.24

31 PD-5/6 18.32 3.88 0.50 3.38 39.03 3.7 34.90 99.83

32 PD-5/7 8.42 2.28 0.10 2.18 47.55 1.93 39.49 99.67

33 PD-5/8 18.8 3.86 0.40 3.46 38.58 3.87 34.72 99.83

34 PD-5/9 15.06 5.76 0.40 5.36 40.37 2.9 35.08 99.17

35 PD-5/10 15.02 3.94 0.60 3.34 40.60 3.87 36.32 99.75

36 PD-5/11 13.44 4.86 0.40 4.46 42.17 2.74 36.32 99.53

37 PD-5/12 18.18 5.78 0.40 5.38 38.35 3.22 33.83 99.36

38 PD-5/13 19.80 5.28 0.30 4.98 38.35 2.58 33.12 99.13

39 PD-7/1 15.72 4.28 0.20 4.08 42.84 1.12 35.07 99.03

40 PD-7/2 7.48 3.36 0.40 2.96 48.00 1.12 39.15 99.11

41 PD-7/3 7.68 4.48 0.30 4.18 46.43 1.93 38.79 99.31

42 PD-7/4 11.20 7.44 0.40 7.04 43.06 1.66 35.83 99.19

43 PD-7/5 25.14 12.60 0.30 12.30 32.07 1.93 27.45 99.19

44 PD-7/6 13.10 5.42 0.20 5.22 43.06 1.93 36.13 99.64

45 PD-7/7 11.32 4.00 0.20 3.80 45.01 1.93 37.67 99.93

46 PD-7/8 16.38 8.34 0.40 7.94 39.92 1.45 33.12 99.21

47 PD-7/9 21.04 7.06 0.30 6.76 37.46 2.25 32.06 99.87

48 PD-7/10 24.04 8.78 0.40 8.38 34.09 2.58 29.76 99.25

49 PD-7/11 16.64 6.74 0.30 6.44 40.15 1.93 33.83 99.29

50 PD-7/12 14.08 7.42 0.20 7.22 40.82 2.25 34.71 99.28

51 PD-7/13 12.48 7.42 0.30 7.12 40.82 2.9 35.43 99.05

52 PD-7/14 23.2 6.82 0.20 6.62 36.78 1.77 30.91 99.48

53 PD-7/15 10.76 4.94 0.20 4.74 44.41 2.25 37.55 99.91

54 PD-8/1 6.30 3.62 0.50 3.12 46.43 3.06 39.96 99.37

55 PD-8/2 5.98 2.92 0.40 2.52 47.11 2.90 40.18 99.09

56 PD-8/3 8.90 3.26 0.50 2.76 44.19 4.03 39.34 99.72

57 PD-8/4 14.03 4.88 0.80 4.08 39.26 5.16 36.44 99.77

58 PD-8/5 13.88 4.02 0.70 3.32 39.70 5.00 36.86 99.46

59 PD-8/6 12.42 4.16 0.80 3.36 40.38 4.84 37.22 99.02

60 PD-8/7 8.58 3.78 0.60 3.18 45.09 3.23 38.98 99.66

61 PD-8/8 9.48 4.22 0.80 3.42 42.62 4.52 38.62 99.46

62 PD-8/9 15.14 3.38 0.70 2.68 38.13 5.97 36.68 99.30

63 PD-8/10 10.04 2.10 0.60 1.50 44.19 3.71 38.99 99.03

64 PD-8/11 21.70 5.20 1.10 4.10 38.13 1.93 32.24 99.20

65 PD-8/12 10.36 3.46 0.90 2.56 43.97 3.23 38.28 99.30

66 PD-8/13 9.04 2.90 0.80 2.10 47.11 1.61 38.98 99.64

67 PD-8/14 10.38 2.28 0.70 1.58 45.98 1.93 38.44 99.01

68 PD-8/15 13.38 2.98 0.80 2.18 44.86 1.13 36.67 99.02

69 PD-8/16 13.68 3.14 1.00 2.14 43.74 2.10 36.86 99.52

70 PD-8/17 28.16 4.40 1.10 3.30 32.53 4.03 30.12 99.24

71 PD-8/18 28.48 4.08 1.00 3.08 32.08 4.19 30.49 99.32

72 PD-10/1 16.22 5.18 1.30 3.88 39.93 3.06 34.90 99.29

73 PD-10/2 6.30 2.20 0.90 1.30 49.35 1.29 40.39 99.53

74 PD-10/3 4.28 2.86 0.80 2.06 49.85 1.29 40.75 99.03

75 PD-10/4 26.90 2.88 0.90 1.98 37.01 1.45 30.82 99.06

76 PD-10/5 16.26 4.68 1.10 3.58 42.62 1.13 34.90 99.59

77 PD-10/6 6.12 2.28 0.90 1.38 49.35 1.29 40.39 99.43

78 PD-10/7 5.38 4.26 0.30 3.96 48.67 1.12 39.67 99.10

79 PD-10/8 4.08 2.88 0.20 2.68 50.47 0.96 40.92 99.31

80 PD-10/9 16.78 8.28 0.40 7.88 41.05 0.64 33.14 99.89

81 PD-10/10 8.22 4.26 0.30 3.96 46.43 1.77 38.61 99.29

82 PD-10/11 8.22 4.30 0.30 4.00 48.00 0.32 38.40 99.24

83 PD-10/12 36.94 8.84 0.40 8.44 28.26 1.45 23.91 99.40

84 PD-10/13 15.50 5.36 0.30 5.06 43.51 0.48 34.85 99.70

85 PD-12/1 2.56 2.32 0.40 1.92 51.14 1.61 42.17 99.80

86 PD-12/2 6.90 5.04 0.40 4.64 46.88 1.93 39.15 99.90

87 PD-12/3 6.20 2.56 0.40 2.16 50.02 0.64 40.21 99.63

88 PD-12/4 2.12 1.72 0.20 1.52 52.04 1.29 42.25 99.42

89 PD-12/5 19.40 8.60 0.40 8.20 35.89 3.22 31.89 99.00

90 PD-12/6 6.24 4.20 0.30 3.90 44.86 4.03 39.87 99.20

91 PD-12/7 4.22 3.38 0.40 2.98 48.45 2.25 40.74 99.04

92 PD-13/1 3.24 2.22 0.20 2.02 49.78 2.41 41.98 99.63

93 PD-13/2 6.80 4.76 0.40 4.36 44.41 4.03 39.51 99.51

94 PD-13/3 12.14 6.40 0.70 5.70 38.13 5.97 36.68 99.32

95 PD-14/1 12.30 6.62 0.20 6.42 43.96 0.80 35.66 99.34

96 PD-14/2 14.72 6.88 0.30 6.58 42.39 0.48 34.71 99.18

97 PD-14/3 14.48 6.26 0.20 2.76 43.51 0.48 34.37 99.10

98 PD-14/4 13.44 7.30 0.30 7.00 42.39 1.29 34.89 99.31

99 PD-14/5 3.18 2.98 0.20 2.78 51.59 0.48 41.16 99.39

100 PD-14/6 3.74 2.46 0.40 2.06 51.36 0.48 41.05 99.09

101 PD-14/7 4.00 2.10 0.20 1.90 50.92 1.29 41.63 99.94

102 PD-14/8 4.20 1.98 0.30 1.68 51.59 0.32 41.07 99.16

103 PD-14/9 6.64 2.12 0.70 2.68 49.57 0.97 40.22 99.52

104 PD-14/10 5.14 3.30 1.20 2.10 50.02 0.80 40.39 99.65

105 PD-14/11 9.96 3.40 1.10 2.30 47.55 0.64 38.26 99.81

106 PD-14/12 12.72 3.68 1.20 2.48 45.09 0.97 36.67 99.13

107 PD-14/13 9.80 3.06 0.90 2.16 47.55 0.80 38.44 99.65

108 PD-14/14 7.08 2.74 0.70 2.04 49.35 0.64 39.68 99.49

109 PD-14/15 12.14 5.08 1.30 3.78 44.86 0.97 36.48 99.53

110 PD-14/16 10.14 3.08 1.00 2.08 47.33 0.80 38.27 99.62

111 PD-14/17 10.22 4.10 0.90 3.30 46.66 0.64 37.56 99.18

112 PD-14/18 10.86 3.82 0.70 3.12 46.43 0.80 37.55 99.46

113 PD-15/1 7.58 2.30 0.50 1.80 48.23 1.77 39.51 99.39

114 PD-15/2 5.26 2.14 0.40 1.74 49.80 1.45 40.40 99.05

115 PD-15/3 6.18 2.08 0.30 1.78 50.02 0.97 40.02 99.27

116 PD-15/4 6.90 2.30 0.20 2.10 49.57 0.97 39.73 99.47

117 PD-15/5 6.92 2.02 0.30 1.72 50.25 0.48 39.72 99.39

118 PD-15/6 6.10 2.32 0.20 2.12 50.25 0.81 40.08 99.56

119 PD-15/7 14.72 3.36 0.20 3.16 44.86 0.65 35.70 99.29

120 PD-15/8 14.92 3.60 0.20 3.40 44.64 0.65 35.50 99.31

121 PD-15/9 15.86 3.92 0.20 3.72 43.97 0.65 35.00 99.40

122 PD-15/10 11.12 2.82 0.20 2.62 46.88 0.97 37.60 99.39

123 PD-15/11 11.14 2.64 0.10 2.54 46.66 1.13 37.68 99.25

124 PD-15/12 11.76 3.12 0.30 2.82 46.43 0.81 37.11 99.23

125 PD-16/1 13.42 4.62 1.00 3.62 44.86 0.48 35.95 99.33

126 PD-16/2 13.08 4.12 1.10 3.02 45.09 0.64 36.32 99.25

127 PD-16/3 9.89 3.57 0.80 2.77 46.88 0.97 38.09 99.40

128 PD-16/4 11.40 3.76 0.90 2.86 45.76 1.13 37.39 99.44

129 PD-16/5 6.94 2.40 0.60 1.80 49.35 0.80 39.86 99.35

130 PD-16/6 9.10 3.18 0.70 2.48 47.55 0.96 38.61 99.40

131 PD-16/7 13.28 5.08 0.40 4.68 43.52 1.35 36.47 99.70

132 PD-16/8 6.18 2.08 0.60 1.48 50.02 1.12 40.27 99.67

133 PD-16/9 11.28 5.52 0.40 5.12 45.31 0.64 36.93 99.68

134 PD-16/10 10.58 3.24 0.40 2.84 47.55 0.80 37.43 99.60

135 PD-16/11 13.20 4.80 0.40 4.40 43.74 1.45 35.84 99.03

136 PD-17/1 13.22 3.74 0.50 3.24 44.86 1.12 36.38 99.32

137 PD-17/2 8.02 1.86 0.50 1.36 49.35 1.12 39.03 99.38

138 PD-17/3 8.04 1.92 1.00 0.92 49.57 0.86 39.07 99.46

139 PD-17/4 15.16 6.18 1.60 4.58 40.66 1.99 35.16 99.15

140 PD-18/1 6.04 4.30 1.50 2.80 47.33 1.93 39.93 99.53

141 PD-18/2 11.82 4.22 0.70 3.52 45.76 0.48 36.97 99.25

142 PD-18/3 23.48 6.64 0.40 6.24 38.58 0.11 30.74 99.55

143 PD-19/1 8.54 5.80 1.20 4.60 44.86 1.77 38.50 99.47

144 PD-19/2 8.14 5.82 0.30 5.52 42.14 4.83 38.64 99.57

145 PD-21/1 8.22 5.12 0.60 4.52 47.78 0.48 38.28 99.55

146 PD-21/2 6.52 4.48 1.90 2.58 48.67 0.32 39.16 99.15

147 PD-23/1 8.44 3.76 0.60 3.16 47.55 0.80 38.66 99.21

148 PD-23/2 12.04 4.26 1.10 3.16 42.39 3.22 37.71 99.62

149 PD-23/3 13.26 4.26 0.90 3.36 44.41 0.97 36.57 99.47

150 PD-23/4 8.02 3.22 1.00 2.22 48.9 0.80 38.68 99.62

151 PD-23/5 20.88 5.08 1.20 3.88 40.15 0.48 32.89 99.48

152 PD-23/6 22.24 5.86 1.20 4.66 39.25 0.32 31.43 99.10

153 PD-24/1 11.82 5.82 0.30 5.52 43.51 2.09 36.66 99.90

154 PD-24/2 9.94 5.26 0.40 4.86 44.86 1.77 37.37 99.20

155 PD-24/3 15.64 3.72 0.20 3.52 42.62 1.77 35.6 99.35

156 PD-24/4 13.88 3.96 0.40 3.56 42.62 2.58 36.49 99.53

157 PD-24/5 12.64 5.88 0.30 5.58 43.06 1.77 35.95 99.30

158 PD-24/6 2.34 2.12 0.40 1.72 50.02 2.58 42.34 99.40

159 PD-24/7 1.74 1.48 0.30 1.18 50.02 3.22 43.09 99.55

160 PD-24/8 5.96 3.8 0.60 3.20 47.1 2.90 40.39 99.65

161 PD-24/9 22.92 3.76 1.00 2.76 38.35 2.09 32.58 99.70

162 PD-24/10 24.52 5.16 0.80 4.36 37.01 1.77 31.17 99.63

163 PD-24/11 15.26 3.72 0.40 3.32 42.17 2.25 35.78 99.18

164 PD-24/12 11.16 4.00 0.60 3.40 45.08 1.61 37.38 99.23

165 PD-24/13 15.08 4.38 0.20 4.18 42.39 1.93 35.6 99.38

166 PD-26/1 8.08 4.60 0.40 4.20 45.08 2.74 38.62 99.12

167 PD-26/2 9.88 3.68 0.30 3.38 45.76 1.77 38.09 99.18

168 PD-26/3 12.78 3.96 0.20 3.76 42.17 3.38 37.02 99.31

169 PD-26/4 11.24 3.12 2.10 1.02 43.5 3.54 38.15 99.55

170 PD-26/5 14.24 4.08 1.90 2.18 38.8 5.00 36.91 99.03

171 PD-26/6 12.2 3.08 1.10 1.98 45.76 1.45 37.14 99.63

172 PD-26/7 12.26 3.22 2.20 1.02 43.74 2.74 37.3 99.26

173 PD-26/8 4.5 1.98 0.20 1.78 46.43 4.67 41.7 99.28

174 PD-26/9 15.04 5.12 1.80 3.32 39.92 3.87 35.69 99.64

175 PD-26/10 9.8 1.48 0.90 0.58 48 1.29 38.8 99.37

176 PD-26/11 12.2 3.46 2.10 1.36 41.49 5.00 37.48 99.63

177 PD-26/12 19.8 4.58 1.20 3.38 39.26 2.10 33.47 99.21

178 PD-26/13 18.02 3.28 1.00 2.28 41.72 1.77 34.89 99.68

179 PD-26/14 12.86 2.84 0.90 1.94 45.31 1.29 37.3 99.6

180 PD-26/15 22.28 4.44 1.20 3.24 38.81 1.45 32.24 99.22

181 PD-26/16 16.08 3.78 0.90 2.88 43.07 1.29 35.45 99.67

182 PD-26/17 11.54 2.92 0.70 2.22 46.21 1.13 37.74 99.54

183 PD-27/1 10.38 2.38 0.60 1.78 47.55 0.8 38.44 99.55

184 PD-27/2 6.92 2.64 0.80 1.84 49.35 0.64 39.68 99.23

185 PD-27/3 11.4 3.36 1.00 2.36 46.21 0.97 37.56 99.5

186 PD-27/4 13.28 2.94 0.80 2.14 45.76 0.8 37.03 99.81

187 PD-28/1 8.72 3.16 1.10 2.06 48 0.64 38.62 99.14

188 PD-28/2 6.8 3.64 1.20 2.44 48.9 0.8 39.25 99.39

189 PD-28/3 8.56 3.10 1.00 2.10 47.55 0.97 39.01 99.19

190 PD-28/4 6.22 3.82 0.90 2.92 49.35 0.48 39.48 99.35

191 PD-28/5 9.16 2.98 0.70 2.28 48 0.8 38.8 99.74

192 PD-28/6 6.68 2.46 0.80 1.66 49.8 0.64 40.04 99.62

193 PD-28/7 9.86 3.82 0.90 2.92 46.21 1.29 37.91 99.09

194 PD-28/8 10.06 3.18 1.00 2.18 46.66 1.45 38.45 99.8

195 PD-29/1 3.58 3.24 0.80 2.44 47.55 3.54 41.43 99.34

196 PD-29/2 3.42 2.12 0.80 1.32 50.02 1.93 41.95 99.44

197 PD-29/3 3.82 2.74 1.40 1.34 48.9 2.25 41.99 99.7

198 PD-29/4 3.42 2.24 1.00 1.24 50.69 1.93 41.35 99.63

199 PD-29/5 7.32 3.24 1.30 1.94 46.65 2.9 39.63 99.74

200 PD-29/6 8.5 3.26 1.30 1.96 45.31 3.54 39.07 99.68

201 PD-29/7 9.4 3.80 1.70 2.10 44.19 4.03 38.15 99.57

202 PD-29/8 8.02 1.86 1.50 0.36 45.31 4.03 39.91 99.13

203 PD-29/9 10.5 4.08 0.80 3.28 43.29 3.54 38.15 99.56

204 PD-29/10 9.02 3.04 0.80 2.24 45.08 3.22 39.15 99.51

205 PD-29/11 9.72 3.86 1.10 2.76 41.49 5.64 38.86 99.57

206 PD-29/12 12.96 4.08 1.30 2.78 43.74 2.58 36.25 99.61

207 PD-29/13 20.16 5.78 0.60 5.18 40.6 0.96 32.24 99.74

208 PD-29/14 12.52 3.32 0.70 2.62 45.31 1.61 36.83 99.59

209 PD-29/15 12.84 4.82 0.80 4.02 41.27 3.54 36.76 99.23

210 PD-29/16 11.46 2.82 0.90 1.92 46.2 1.77 37.24 99.49

211 PD-29/17 9.52 3.08 1.00 2.08 47.78 0.64 38.44 99.46

212 PD-29/18 13.42 4.10 1.20 2.90 44.86 0.8 36.31 99.49

213 PD-30/1 5.40 2.68 0.80 1.88 50.02 0.97 40.56 99.63

214 PD-30/2 5.18 2.82 0.90 1.92 50.47 0.48 40.37 99.32

215 PD-30/3 8.40 2.98 0.80 2.18 47.1 1.93 39.3 99.71

216 PD-30/4 9.32 3.28 1.00 2.28 46.43 1.77 38.61 99.41

217 PD-30/5 10.12 3.08 0.90 2.18 45.98 1.93 38.44 99.55

218 PD-30/6 5.14 2.72 0.70 2.02 50.25 0.8 40.57 99.48

219 PD-30/7 9.12 2.68 0.80 1.88 48 0.8 38.8 99.4

220 PD-30/8 14.42 3.68 1.00 2.68 39.26 5.16 36.68 99.2

221 PD-30/9 15.94 3.82 1.10 2.72 38.81 4.71 35.88 99.16

222 PD-30/10 16.74 3.62 1.00 2.62 40.82 2.74 35.24 99.16

223 PD-30/11 15.30 3.84 1.10 2.74 39.26 4.84 36.33 99.57

224 PD-30/12 19.88 4.16 1.20 2.96 37.01 4.19 33.83 99.07

225 PD-30/13 19.10 3.18 1.00 2.18 41.5 1.45 34.4 99.63

226 PD-30/14 16.18 4.34 1.30 3.04 41.95 1.77 35.08 99.32

227 PD-30/15 8.28 4.20 0.30 3.9 46.2 2.58 38.63 99.89

228 PD-30/16 8.02 4.48 0.40 4.08 47.55 0.96 38.54 99.55

229 PD-30/17 11.46 4.18 0.20 3.98 45.08 1.77 36.92 99.41

230 PD-30/18 24.20 5.64 1.20 4.44 37.23 2.09 30.5 99.66

231 PD-32/1 8.92 4.90 0.30 4.60 39.45 7.25 38.74 99.26

232 PD-32/2 15.54 4.52 0.30 4.22 32.3 10.32 36.54 99.22

233 PD-32/3 14.36 5.76 0.70 5.06 30.73 11.77 36.51 99.13

234 PD-32/4 8.24 4.82 1.10 3.72 42.17 5.32 38.71 99.26

235 PD-32/5 11.38 3.24 0.40 2.84 41.72 4.67 38.22 99.23

236 PD-32/6 12.04 2.68 0.30 2.38 42.84 4.03 37.9 99.49

237 PD-32/7 11.14 2.34 0.70 1.64 44.86 3.06 38.11 99.51

238 PD-32/8 11.02 2.04 0.90 1.14 46.65 1.61 38.3 99.62

239 PD-32/9 11.24 2.22 0.80 1.42 43.74 4.35 38.13 99.68

240 PD-32/10 11.04 2.44 0.50 1.94 44.19 3.38 38.73 99.78

241 PD-32/11 10.24 1.64 0.60 1.04 47.1 1.61 38.93 99.52

242 PD-32/12 10.62 1.24 0.40 0.84 44.86 3.38 38.93 99.03

243 PD-32/13 17.66 5.04 1.20 3.84 41.95 0.8 34.02 99.47

244 PD-32/14 20.32 4.80 1.10 3.70 40.38 0.97 32.95 99.42

245 PD-32/15 20.24 5.20 1.30 3.90 40.6 0.64 32.77 99.45

246 PD-32/16 14.08 4.10 1.00 3.10 44.86 0.48 35.94 99.46

247 PD-32/17 13.02 4.16 1.10 3.06 45.31 0.8 36.42 99.71

248 PD-32/18 16.86 4.42 1.00 3.42 42.62 0.97 34.72 99.59

249 PD-34/1 7.12 2.88 0.70 2.18 49.35 0.8 39.48 99.63

250 PD-34/2 6.12 2.68 0.80 1.88 49.8 0.64 40.04 99.28

251 PD-34/3 4.98 2.08 0.90 1.18 50.7 0.8 40.93 99.49

252 PD-34/4 6.02 1.82 0.70 1.12 50.02 0.97 40.57 99.4

253 PD-34/5 8.90 2.42 0.80 1.62 47.11 1.77 39.15 99.35

254 PD-34/6 11.20 2.80 0.70 2.10 45.54 1.93 38.09 99.56

255 PD-34/7 8.96 2.44 0.80 1.64 47.55 1.29 38.97 99.21

256 PD-34/8 10.08 2.70 0.90 1.80 46.66 1.45 38.45 99.34

257 PD-34/9 12.60 3.12 1.00 2.12 44.86 1.61 37.2 99.39

258 PD-34/10 11.84 3.32 0.90 2.42 45.54 1.29 37.38 99.37

259 PD-34/11 12.38 3.90 0.80 3.10 40.6 5.32 37.57 99.77

260 PD-34/12 11.42 3.82 0.80 3.02 40.83 5.65 38.08 99.8

261 PD-34/13 16.04 3.20 0.60 2.60 43.52 1.29 35.36 99.41

262 PD-34/14 16.20 3.18 0.80 2.38 43.74 1.13 35.44 99.69

263 PD-34/15 8.06 2.50 0.50 2.00 49.57 0.32 39.02 99.47

264 PD-34/16 13.88 3.70 1.30 2.40 45.76 0.32 36.04 99.7

265 PD-34/17 7.96 2.04 0.80 1.24 48.45 1.29 39.31 99.05

266 PD-34/18 31.52 7.52 1.20 6.32 25.35 7.10 27.68 99.17

267 PD-34/19 42.86 7.50 0.50 7.00 23.78 3.23 22.3 99.67

268 PD-38/1 8.68 1.20 0.40 0.80 44.86 4.84 40.31 99.89

269 PD-38/2 7.18 1.32 0.30 1.02 48.00 2.74 40.32 99.56

270 PD-38/3 6.98 1.70 0.30 1.40 49.35 1.45 39.88 99.36

271 PD-38/4 9.04 1.52 0.20 1.32 47.11 2.10 39.26 99.03

272 PD-38/5 9.34 1.02 0.20 0.82 47.56 2.26 39.49 99.67

273 PD-38/6 9.48 1.38 0.20 1.18 45.76 3.39 39.45 99.46

274 PD-38/7 13.46 2.06 0.30 1.76 43.29 3.39 37.63 99.83

275 PD-38/8 14.04 2.58 0.40 2.18 41.50 4.19 36.93 99.24

276 PD-38/9 12.42 6.40 0.20 6.20 36.56 7.42 36.68 99.48

277 PD-38/10 11.42 5.24 0.30 4.94 38.13 7.26 37.61 99.66

278 PD-38/11 16.58 5.24 0.30 4.94 38.36 4.52 34.71 99.41

279 PD-38/12 23.92 8.20 0.40 7.80 34.55 2.90 30.1 99.67

280 PD-38/13 13.68 4.14 0.40 3.74 42.62 2.90 36.3 99.64

281 PD-38/14 14.30 4.20 0.20 4.00 40.6 4.19 36.28 99.57

282 PD-38/15 13.58 4.28 0.40 3.88 41.72 3.71 36.5 99.79

283 PD-38/16 14.50 4.46 0.30 4.16 42.17 2.56 35.75 99.44

284 PD-39/1 16.04 4.70 1.30 3.4 42.84 0.96 34.5 99.04

285 PD-39/2 10.54 3.04 0.40 2.64 47.78 0.32 37.65 99.33

286 PD-39/3 19.64 4.10 0.70 3.4 39.48 2.74 33.8 99.76

287 PD-39/4 9.24 3.00 0.20 2.8 46.43 2.09 38.5 99.26

288 PD-39/5 5.96 1.62 0.10 1.52 50.92 0.48 40.26 99.24

289 PD-39/6 2.4 1.86 0.10 1.76 53.38 0.16 41.8 99.6

290 PD-39/7 2.84 1.80 0.10 1.7 52.93 0.48 41.72 99.77

291 PD-39/8 3 2.06 0.10 1.96 52.71 0.16 41.3 99.23

292 PD-39/9 4.84 2.44 0.20 2.24 50.47 1.29 40.47 99.81

293 PD-39/10 8.54 2.36 0.20 2.16 47.78 1.61 39.03 99.32

294 PD-39/11 9.02 2.08 0.30 1.78 48.67 0.8 38.94 99.51

295 PD-39/12 6.72 2.18 0.30 1.88 48.22 2.09 39.9 99.11

296 PD-39/13 4.57 3.36 0.40 2.96 49.57 1.45 40.3 99.25

297 PD-39/14 20.76 3.92 0.40 3.52 41.05 0.8 32.89 99.42

298 PD-39/15 11 4.12 0.50 3.62 45.31 1.93 37.5 99.86

299 PD-39/16 13.14 3.54 0.50 3.04 36.33 8.38 37.64 99.03

300 PD-39/17 26.08 4.80 0.70 4.1 37.01 1.12 30.76 99.77

301 PD-41/1 8.16 3.90 0.50 3.4 43.74 3.87 39.54 99.21

302 PD-41/2 11.34 4.18 0.60 3.58 39.25 6.12 38.15 99.04

303 PD-41/3 13.88 5.18 0.70 4.48 34.99 7.74 37.24 99.03

304 PD-41/4 13.54 4.92 0.40 4.52 36.33 7.09 37.59 99.47

305 PD-41/5 19.82 4.68 0.70 3.98 34.76 6.61 34.01 99.88

306 PD-41/6 18.08 4.22 0.40 3.82 35.44 6.12 35.41 99.27

307 PD-41/7 33.58 4.96 0.60 4.36 29.83 3.38 27.62 99.37

308 PD-41/8 24.22 3.87 0.60 3.27 37.23 1.61 32.26 99.19

309 PD-41/9 11.9 3.22 0.40 2.82 43.06 3.70 37.6 99.48

310 PD-41/10 20.14 3.00 0.30 2.7 38.58 2.90 35.27 99.89

311 PD-41/11 12.78 2.23 0.40 1.83 44.86 1.93 37.87 99.67

312 PD-41/12 18.76 2.84 0.60 2.24 38.13 3.70 36.07 99.5

313 PD-41/13 14.78 5.80 0.70 5.10 40.82 2.74 35.69 99.83

S.No. Sample No. A.I. (SiO2%) Fe2O3% Al2O3% CaO% MgO% L.O.I.% Total

1 AS-2/1 9.75 1.39 0.89 45.4 2.61 36.93 96.97

2 AS-2/2 11.51 1.99 1.27 45.36 1.11 36.03 97.27

3 AS-2/3 11.36 2.59 0.76 44.68 1.71 35.98 97.08

4 AS-2/4 15.19 3.98 2.53 41.39 2.11 32.64 97.84

5 AS-10/1 9.77 1.20 1.9 45.64 1.61 37.94 98.06

6 AS-10/2 17.46 1.79 1.52 40.29 3.82 32.31 97.19

7 AS-10/3 8.37 1.40 1.52 46.92 1.81 38.18 98.2

8 AS-10/4 4.17 2.39 0.63 49.11 2.82 40 99.12

9 AS-10/5 5.24 1.19 1.52 45.66 3.41 41.78 98.8

10 AS-10/6 7.50 1.00 0.51 43.14 4.93 41.91 98.99

11 AS-10/7 9.24 1.79 1.52 44.76 2.01 38.98 98.3

12 AS-10/8 15.73 1.20 1.77 39.45 5.02 35.86 99.03

13 AS-10/9 9.11 1.20 1.65 40.57 3.12 42.35 98.00

14 AS-10/10 8.84 1.40 1.39 41.00 4.12 41.35 98.1

15 AS-13/1 15.81 1.39 3.16 41.67 1.41 34.64 98.08

16 AS-13/2 9.33 1.99 2.02 46.93 2.31 36.96 99.54

17 AS-13/3 13.3 1.99 1.52 36.65 2.01 41.79 97.26

18 AS-13/4 7.54 1.39 2.79 46.31 3.22 38 99.25

19 AS-13/5 3.44 0.80 1.9 51.42 1.21 40.52 99.29

20 AS-13/6 2.36 0.80 1.77 51.74 0.7 41.02 98.39

21 AS-13/7 2.47 0.80 2.16 53.06 0.8 40.17 99.46

22 AS-13/8 4.07 0.99 2.16 49.66 2.21 39.42 98.51

23 AS-13/9 3.99 0.79 2.27 49.08 2.51 40.06 98.7

24 AS-13/10 2.24 1.19 3.29 44.99 2.11 45 98.82

25 AS-13/11 8.12 1.40 1.65 46.49 2.21 37.5 97.37

26 AS-13/12 6.65 1.19 2.03 47.22 2.91 38.97 98.97

27 AS-13/13 6.48 1.39 0.76 48.90 1.91 38.85 98.29

28 AS-13/14 6.5 0.80 1.4 48.60 2.21 39.21 98.72

29 AS-13/15 11.8 1.19 2.15 44.39 2.11 36.91 98.55

30 AS-13/16 12.62 1.70 2.78 42.58 1.1 37.5 98.28

31 AS-16/1 11.52 0.10 2.98 31.18 13.71 39.71 99.2

32 AS-16/2 15.48 0.10 2.92 28.71 14.19 38.28 99.68

33 AS-16/3 14.6 0.2 2.54 30.73 13.71 37.98 99.76

34 AS-16/4 8.22 0.20 6.22 36.78 9.03 38.98 99.43

35 AS-16/5 20.46 0.30 7.5 30.5 7.9 32.78 99.44

36 AS-16/6 24.02 0.20 5.24 26.91 10.48 32.77 99.62

37 AS-16/7 17.54 0.10 4.18 37.68 4.67 34.89 99.06

38 AS-16/8 24.4 0.30 6.42 35.89 2.09 30.64 99.74

39 AS-16/9 14.52 0.20 4.22 44.41 0.32 35.43 99.10

40 AS-16/10 10.02 0.10 4.52 45.31 1.61 37.56 99.12

41 AS-19/1 6.64 1.20 2.33 47.14 1.41 39.43 98.15

42 AS-19/2 7.67 1.20 1.78 47.32 1.91 38.8 98.68

43 AS-19/3 5.46 0.80 1.14 46.97 1.11 42.5 97.98

44 AS-19/4 5.16 1.19 0.76 46.68 2.01 43.43 99.23

45 AS-19/5 10.88 1.59 1.27 43.1 1.81 39.6 98.25

46 AS-19/6 12.06 1.39 1.90 42.51 1.21 38.89 97.96

47 AS-19/7 10.42 1.40 1.65 40.6 1.01 42.98 98.06

48 AS-19/8 7.77 3.58 1.01 43.98 1 41.02 98.36

49 AS-19/9 10.44 1.80 1.14 39.07 4.43 42.45 99.33

50 AS-19/10 17.81 0.99 1.39 44.01 2.51 31.56 98.27

51 AS-19/11 12.73 1.40 1.65 41.73 5.54 35.95 99.00

52 AS-19/12 7.31 0.80 1.9 43.59 2.01 42.48 98.09

53 AS-20/1 9.42 0.40 4.62 43.51 3.22 37.91 99.08

54 AS-20/2 18.44 0.2 4.08 38.58 3.87 34.72 99.89

Localty Index

S.N. Name of Loacality Latitude Longitude Toposheet

No.

1 Tala 24021'44'' 81

011'29'' 63-H/3

2 Bandarkha 24023'48'' 81

010'55'' 63-H/3

3 Sannehi 24024'09'' 81

011'10'' 63-H/3

4 Vigauri 24023'26'' 81

011'10'' 63-H/3

5 Dithaura 24024'52'' 81

011'59'' 63-H/3

6 Kemalha 24025'00'' 81

012'48'' 63-H/3

7 Marhi 24024'22'' 81

013'11'' 63-H/3

8 Jagahatha 24025'22'' 81

013'11'' 63-H/3

9 Ajmain 24003'43'' 81

012'54'' 63-H/3

10 Bhadawa 24025'30'' 81

012'10'' 63-H/3

Apendix

S.K. Pandya, S.G. & R.H. Supervising Officer

(Mob. No. 9425846710)

P.P.Mishra, Astt Geologist & CIC Author of This Report

(Mob. No. 9425964800)

List of Personnel

S.N. Name of Staff Designation

1 Shri R.K. Gohiya Topo Surveyor

2 Shri V.K. Kori D.M.

3 Shri SherAli A.D.

4 Shri Subhash Nilekar A.D.

5 Shri Kailash Patel A.D.

6 Shri Aldril Lakda A.D.

7 Shri Lamu Singh Urati Helper

8 Shri Munna Prasad Sen Truck Driver

9 Shri Banwari Yadav Tractor Driver

10 Shri Ram Sewak Truck Driver

7. Graphic litho log of Pondikalan block Scale 1:200

Pondi kalan Limestone block

Tehsil Amarpatan District Satna, (M.P.)

(Reporting of Minerals Resources as per part iv a Minerals (Evidence of Mineral content) Rules 2015

S.No. Contents Explanation

1. Title & Ownership The Director, Directorate of Geology and Mining M.P.

E-mail id - [email protected]

Phone No. 0755-2551795

Details of period of prospecting – The block was part of

project “prospecting of all grades of limestone in Pondi

kalan area” and was initiated in field session 2011-12

and continued upto 2015-16.

Details of exploration agency – The Directorate of

Geology and Mining M.P. Mineral Resources

Department govt. of M.P.

2. Details of the area Village – Pondi kalan , District – satna M.P.

Survey of India Toposheet No. 63 H/3.

The details of the area with land use – Agricultural

land. The total area of the prospected block is 54 Hect.

3. Infrastructure & Environment The block is located at about 40 km west of Rewa and

well connected with Rewa Pondi kalan all weather

road. The area is characterized by sub tropical

conditions. The details are given in report (chapter – 1)

4. Previous Exploration The area was identified during the course of

reconnaissance survey in 2004-05 by Shri C.K. Nema

Diputy. Directore, tech. The details are given in report

(chapter – 2)

5. Geology The limestone belongs to Bhander group of Vindhyans.

Bhanders include shales and limestone. The details

are given in report (chapter – 4)

6. Aerial/ ground geophysical/

geochemical data

Not required

7. Technological investigation Topographical survey, detailed geological mapping and

surface sampling, and core drilling and core sampling.

The details are given in report (chapter – 4 & 5)

8. Location of Data points Sub surface geological data acquired through core

drilling, at 200 x 200 M grid interval. The details are

given in report (chapter – 5)

9. Sampling Techniques Core samples were obtained, at an interval of 1 M, by

breaking the core longitudinally, followed by coning

and quartering and crushing to 100 mesh size. Details

given in report (chapter – 5)

10. Drilling Technique & Drill Sampling

employed

Calyx types drill machines were deployed to obtain

core and each borehole was drilled up to a depth of 30

M, as per The IBM specifications. The core samples

were obtained, at an interval of 1 M, by breaking the

core longitudinally, followed by coning and quartering

and crushing to 100 mesh size. The details given in

report (chapter – 5)

11. Sub sampling techniques and

sample preparation

Each sample was prepared one was crushed up to 100

mesh size in duplicates, one was dispatched to

department chemical lab and the other one was kept

for future reference. The details given in report

(chapter– 5)

12. Quality of assay data and

laboratory tests

The Samples was analyzed in the department

chemical laboratory. The wet method technique is used

for analysis. All the quality checks are employed.

13. Moisture N/A

14. Bulk Density Specific Gravity – 2.5 is used for calculation of

reserves of Mineral.

15. Resource Estimation Techniques The resources were estimated by using borehole

influence method, as well as by calculating the

mineralized area and multiplying by average thickness

to obtain volume. The volume is multiplied by standard

specific gravity i.e. 2.5 the estimated total resources of

the block are of the order of 14.58 MT. of cement

grade limestone. The details are given in report

(chapter – 6)`

16. Annexure/enclosures to the report Chemical analysis results of samples, locality index,

location map, reconnaissance survey map on 1”50,000

scale, detailed geological map on 1:4000 scale, grid

plan and borehole plan on cadastral map on 1;4000

scale contour map, graphic lithologs.

17. Any other information The block is proposed for e Auction of Mining Lease.

P.P. Mishra (Assistant Geologist)

Regional Office Rewa (M.P.)

Documents

GOVT. OF MADHYA PRADESH Mineral Resources Department · OF MADHYA PRADESH Mineral Resources Department REPORT ON PROSPECTING OF LIMESTONE ... the prospecting from dated 03.12.2011