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Darlex Final Combined Annual Report 2013-2014 for tenements P39/5294—P39/5295—P39/5296—P39/5297— P39/5298—P39/5299—P39/5331—P39/5332— P39/5333—P39/5334—P39/5335 Author - Andrew Hadson

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    Darlex Pty Ltd

    Combined annual report

    for the period 4/2/2013 till 4/2/2014

    P39/5294P39/5295P39/5296P39/5297P39/5298P39/5299P39/5331P39/5332

    P39/5333P39/5334P39/5335

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    BIBLIOGRAPHY

    Project Name: Darlex Morgan's Shear ProjectTenement Number: P39/5294P39/5295P39/5296

    P39/5297P39/5298P39/5299P39/5331

    P39/5332P39/5333P39/5334P39/5335Tenement Operator: Darlex Pty LtdTenement Holder: Darlex Pty LtdReport Type: Combined Annual reportReport Title: Combined Annual report for the period

    4/2/2013 till 4/2/2014Report Period: 4/2/2013 4/2/2014Author: Andrew HadsonDate of Report: 17/3/2014

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    FIGURE 1 TENEMENT LOCATIONS

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    FIGURE 2

    FIGURE 3

    DARLEX - MORGAN`S SHEAR PROJECT

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    CONTENTS

    1.0 SUMMARY / ABSTRACT 72.0 LOCATION 83.0 GEOLOGY 94.0 PREVIOUS EXPLORATION 145.0 CONCLUSIONS AND RECOMENDATIONS 15

    6.0 WORK COMPLETED 16

    FIGURES

    Figure 1: LOCATION PLANTENGRAPH 3Figure 2: LOCATION PLANGRID COORDINATES 4Figure 3: LOCATION PLANGEOLOGY 4Figure 4 : GEOLOGY OF P39/5294 10Figure 5: GEOLOGY OF P39/5295 12Figure 6: PREVIOUS TARGET AREAS 13Figure 7: P39/5294 MAP GEOCHEM & ROCK CHIP 17

    Figure 8: P39/5295 MAP GEOCHEM & ROCK CHIP 18

    Figure 9: MAP GRID PATTERN USED IN SS PROGRAM 30

    Figure 10: MAP SOIL SAMPLING PROGRAM LOCATIONS 31Figure 11: MAP SOIL SAMPLING PROGRAM 32

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    Figure 12: MAP SOIL SAMPLING PROGRAM 33Figure 13: MAP SOIL SAMPLING PROGRAM 34Figure 14: MAP SOIL SAMPLING PROGRAM 35Figure 15: MAP SOIL SAMPLING PROGRAM 36Figure 16: MAP SOIL SAMPLING PROGRAM 37Figure 17: MAP SOIL SAMPLING PROGRAM 58

    Figure 18:DETAILED AEROMAGNETICS IMAGE 61

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    1.0 ABSTRACT

    Locaon: The Morgan's Shear Project is located approx. 220km North/North-

    East of Kalgoorlie, Western Australia on the northern edge of Lake Carey.

    Geology: The Project is situated in the North Eastern Goldelds Province of the

    Achaean Yilgarn Craton in Western Australia. A complex mullithological se

    quence of Achaean greenstones including felsic volcanics, clasc sediments,

    basalts and ultramacs underlie the project area.

    Work done: During the reporng year the Company undertook a desk top re

    view which included an assessment of all WAMEX open le and geological data

    as well as reprocessing of available geophysical for the Project area. Geochemi

    cal sampling/Rock chip sampling/detailed loaming over grid paerns on the

    project area were completed. Metal detecng and unrecorded mineralized

    zones were also found through convenonal but historically proven methods of

    prospecng. A map was made using results from a soil sampling program. Re

    sults were all very encouraging.

    Results: Assessment of WAMEX open le historical reports idened numer

    ously areas of potenal signicance. Most of the reported work was related to

    eld reconnaissance/ Rock chip sampling/soil sampling idenfying areas for fu

    ture drilling programs and metal detecng for site mineralized areas of poten

    al signicance. Results were encouraging. A detailed loam sampling program

    idened numerous potenal gold targets for future exploraon.

    Conclusion: The Project area has the potenal to host numerous styles of min

    eralizaon including VMS base metals, lode gold, and nickel sulphide. Further

    invesgaons including a drilling program are highly recommended.

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    2.0 LOCATION AND ACCESS

    The Morgan's shear project is located approx. 220km North/North-East of Kal-

    goorlie, Western Australia on the northern edge of Lake Carey. It is 5km SW ofMt Margaret Mission. Access is via the sealed Leonora -Laverton road to the

    Mt Morgan's turnoff and thence by well maintained gravel roads to a point

    about halfway between Mt Morgan's and Mt Margaret Mission. Station tracks

    then head south into the centre of the leases. access via 4WD is generally good

    except in the southern region where the leases run into Lake Carey After

    heavy rain the southern portion of the leases around Lake Carey are inaccessi-

    ble.

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    3.0 GEOLOGY-

    The tenements are situated on the NW corner of Lake Carey approximately 35km SW of

    Laverton and 10 km SSE of the MT MORGAN mine. The stratigraphy generally compris-

    es sequences of mafic and ultramafic units, with sedimentary bodies within the mafic unitshosting the significant gold deposits of the region. The north trending Celia lineament lies

    to the west along the western shore of Lake Carey.

    P39/5294 Geology-

    This tenement lies between the MT MORGAN SOUTH tenements to the west and the

    ROSIE LIDINGTON tenement P39/5295 to the east. It is situated in an area of sheared

    mafic volcanics bounded by NW trending units of Banded Iron Formation (BIFs) to the

    NE, and faulted units of ultramafic on the south and east boundaries. A paleochannel tran-

    sects the tenement adjacent to the Pride of Mt Margaret workings which lie approximately

    700 metres west of the Golden Cliffs area where significant gold workings are found on

    the western edge of a significant Banded Iron Formation.

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    MORGAN`S SHEAR PROJECT

    FIGURE 4 GEOLOGY OF P39/5294

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    The ROSIE LIDINGTON (P39/5295) and the Mt Marvin workings lie on the

    western limb of the Mt Margaret anticline, in an area predominantly consisting of

    basalts.

    P39/5295 is situated in a zone of Quartz veined sheared basalt some 850 metres

    SSE of the Mt Marvin pit. (The Mt Marvin gold mine had

    a pre mine resource of 305,000t @ 3.19g/tAu including a reserve of 142,000 tons

    @ 2.5g/t Au).

    A strong foliated structure extends from NW of Mt Marvin, through the area of

    the ROSIE LIDINGTON on P39/5295, and southward to Lake Carey.

    The ROSIE LIDINGTON probably reflects the southern extension of the MT

    MARVIN gold mine mineralisation.

    There has been limited gold exploration south of MT MARVIN.

    P39/5295, being down strike of the MT MARVIN mineralisation on a strong

    structure, may well host a significant gold resource.

    P39/5295 Geology-

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    MORGAN`S SHEAR PROJECT

    FIGURE 5 GEOLOGY OF P39/5295

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    MORGAN`S SHEAR PROJECT

    FIGURE 6 PREVIOUS TARGET AREAS

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    4.0 PREVIOUS EXPLORATION:Metex Resources in joint venture with G.M.E. defined seven potential targets

    from aeromagnetic data, five of which lie within the eastern tenements as Tar-

    gets T1,T2, T5,T6 and T7. Drilling of these targets was intended as a shallow

    first pass programme, focusing on regolith sampling and bedrock identifica-

    tion over the aeromagnetic anomalies. Drill hole MMR035 in Target 1 returned

    an anomalous Au value of 0.120g/t from 01m, while Target 2 returned

    0.177g/t Au from 17m in drill hole MMR025. Target 5 drilling intercepted 30m

    wide shearing that was also observed in outcropping sedimentary rock extend-

    ing south into Lake Carey. Targets 6 and 7 were not drilled because of water in

    the lake however the structure seen crossing the lake is significant because ofthe gold nuggets reported to be found by prospectors along this structure. Prior

    to the G.M.E Metex joint venture, G.M.E carried out an Aircore drilling pro-

    gram targeting a buried laterised ultramafic unit in their western tenements

    (formerly P39/3347, P39/3348 and (P39/3349), this unit being seen as poten-

    tially hosting laterite Ni/Co mineralisation (Refer:Target T3(on above map).

    Average depth of hole was 56 metres and sampling was by 4 metre composites

    samples with significant intersections returned from 1 metre samples. Best re-sults included 12m @1.4% Ni, 0.10%Co from 5668m in drill hole

    MMSAC023 and 8m @ 0.65%Ni, 0.37%Co from 5662m in drill hole

    MMSAC004. Note that in MMSAC023 (Depth 70m) the last 2 metres aver-

    aged 0.63%Ni and in MMSAC004 (Depth 72m) the last 8 metres averaged

    0.42%Ni.

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    5.0 CONCLUSIONS AND RECOMMENDATIONSResults for the year were very promising. Gold bearing areas were discovered

    on every tenement through the use of the mobile soil sampling method. The da-ta gained by the soil testing is now be geological /magnetic data to define a bet-

    ter understanding of the mineralized structures within the tenements. After all

    research is compiled and targets identified, A drilling program can be imple-

    mented. Soil testing will continue over anomaly's discovered.

    The soil anomaly discovered on the Eastern portion of P39/5299 an P39/5298 is

    of important significance as the company believes this area has never been drill

    tested

    With the soil gold anomaly map complete, detailed geological mapping should

    be carried out to define areas for drilling targets

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    6.0 WORK COMPLETED:Work done: During the repor ting year the Company undertook a desk top

    review which included an assessment of all WAMEX open file and geological

    data as well as reprocessing of available geophysical for the Project area. Geo-chemical sampling/Rock chip sampling/detailed loaming over grid patterns on

    the project area were completed. Metal detecting and unrecorded mineralized

    zones were also found through conventional but historically proven methods

    of prospecting. Results were all very encouraging.

    The company undertook a Rock-chip Geochemical Surface loaming pro-

    gram over the tenement area, results are mapped and listed below, 2 Geologists

    were employed over the reported period to undergo field reconnaissance/ po-

    tential target identification/ general mapping and desktop assessment of all

    WAMEX open file and geological data. The use of a mobile soil sampling unit

    also proved very valuable in the collection of raw data of surface soil anoma-

    ly's within the tenement areas.

    Throughout the year the company and its representatives have made numerous

    field trips to the tenement area usually for the duration of 2 to 5 days each trip.A number of different contractors were employed by the company to undergo

    the tasks at hand, mainly the completion of the soil anomaly testing of the en-

    tire tenement area. Progress was made and general map has been made identi-

    fying gold soil anomaly's.

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    PRIDE OF MARGARET P39/5294

    1-Gold all the length of tenement though restricted widths and best results in southern half.

    2-Larger dispersion halo at south end around bulk of old workings. May

    indicate good alluvial area for dry blower or wet plant.

    3-2.66ppm assay from q on rise away from workings may represent a

    new reef and/or alluvial area.

    4-Highest assay of 20.72ppm indicate good grades could be obtained

    from hard rock mining.

    5-Requires infill sampling to confirm trends and define alluvial patches.

    6-Old drill holes still require ground truthing.

    * PLEASE NOTE All sampling on P39/5294 has the lab code of PM

    Historical mines

    MORGAN`S SHEAR PROJECT

    FIGURE 7

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    = HISTORICAL MINES

    1-Gold found in schist and quartz/Fe lodes

    2-2-3 lodes or more were observed within 60 metres or less across strike

    which bodes well for open pit economics.

    3-Most samples contained grade of economic significance.

    4-An intensive rock chip sampling program may find more unmined lode

    material.

    5-Drilling is highly recommended.

    *NOTE RESULTS FROM SAMPLING P39/5295 ARE LOCATED

    IN THE INTERTEK GENALYSIS REPORT (BELOW)-0013

    LC35 THROUGH TO 0023 LC45.

    MORGAN`S SHEAR PROJECT FIGURE 8

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    MOBILE SOIL TESTING

    The mobile soil testing unit is an adaptation to the traditional method of loam-

    ing surface soil for traces of gold and other heavy elements. The traditional

    method involves the use of a gold pan testing soil anomaly's in a grid pattern,

    analysis of results to determine the source of gold into a definable area. The

    BRONZEWINGdeposit was originally discovered through this technique by

    prospector Sam Cash as depicted in his publication Loaming for gold.

    The idea of the mobile soil sampling unit came about by Andrew Hadson after

    designing the first version in 1999 for sampling of a lease package East of Le-

    onora. It was found to be efficient and another was designed and built in 2013.

    DESCRIPTION- The mobile soil sampling unit consists of a conventional

    20 Spiral wheel (see photo below) and 3 x 200lt water containers fitted to a

    standard tandem trailer. It into position with a Toyota 4wd. Using ONLY exist-

    ing tracks it is positioned. The Spiral wheel is fed water from a small 12v

    pump leading from a water container. The water used is then recycled into an

    empty water container and then a second container which allows for the dirt

    and mud to settle to the bottom providing clean water at the end of the cycle to

    be used again through the system. The heavy elements from each sample con-

    centrate through gravity to the centre of the spiral wheel then through a hole

    through the middle of the wheel and are collected in a stainless steel collec-

    tions bowl. The concentrates are then tested immediately with a gold pan to

    reveal the gold in the sample. The spiral wheel is then completely rinsed andcleaned of unprocessed material in preparation for the next sample. The entire

    system is run from a simple car battery.

    The concentrates are discarded with the sample after analysis. Soil type is rec-

    orded only after a positive result.

    Due to the small sizes of the samples (about a handful) the waste made by

    sampling is simply raked back into the earth to not leave a trace.

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    SAMPLE PREPERATION- All samples were collected either

    on foot or by a small motorbike. The operator would collect a small

    200/250 gram sample from the surface of each location using only a

    small geo pick so to cause only very minimal disturbance to the

    environment. No holes are made, instead, the pick is only used to

    break the surface of a small area. No marking/pegging or ribbon tape

    was used during sampling to minimise disturbance to the environ-

    ment. All samples were numbered and sealed in individual bags and

    collected on a milk crate attached to the front and rear of the bike.

    Grid patterns were follow by a preprogramed GPS unit.

    RESULT INTERPRETATION The results listed are the indica-tions of actual visible gold from the small amount of concentrate

    produced through the spiral wheel cycle. The figures are the amount

    of specks of gold seen in the concentrate. A result of 1 is 1 speck of

    powder size gold. A result of 3 is 3 specks of gold or larger grain of

    gold equivalent to 3 powder sized specks. A result of 7 is 7 powder

    sized specks or larger grains equivalent to 7 powder sized specksEtc.

    Spiral wheel

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    AREAS SAMPLED- A grid pattern was designed over Western ten-

    ement area of the Morgan`s shear project. 200m metre North to South

    spacing's were used of the entire Eastern area. On P39/5298 sampleswere recorded every 50 metres East to West over the grid pattern,

    Closer and more detailed coverage over P39/5298 was considered im-

    portant due to its relative position from the Pride of Margaret lode

    witch shears into the area of P39/5298. The rest of the Western tene-

    ments (P39/5299 -P39/5297-P39/5296 P39/5335 P39/5334

    P39/5332 P39/5333 P39/5331) samples were recorded every 100metres East to West over the grid pattern. On P39/5295, 3 grid pat-

    terns were followed on 200 metre East to West spacing's on the West-

    ern section of the tenement. On the Eastern side of the tenement 3 grid

    pattern's were followed on 100 metre East to West spacing's. On each

    grid, samples were collected ever 50 metres

    Sampling was done throughout the year. Plans for a new detailedsampling program over targeted areas is planned. 916 samples were

    taken in total from the Easter tenements. 84 samples were collected

    from P39/5295. All were tested for gold.

    Samples 916 to 925 could not be taken due to submerged conditions

    on that part of Lake Carey at the time of sampling this section.

    RESULTS- Results were encouraging, on completion of the soil

    sampling, a database was generated. A map was then made highlight-

    ing gold anomaly's onto a readable chart. Maps are located below in

    this report. Several areas with surface gold values were identified. The

    highest result of 18 was from sample 147 located at E 416691.9 N6811552. it consisted of 5 grain size gold particles.

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    1) A large pattern of surface gold was discovered on the Eastern part of

    P39/5299 and continuing North into P39/5298, (see maps and results

    below)

    2) A pattern of surface gold mineralization was discovered over 200m

    X 400m area in the Northern parts of P39/5296. (see maps and results

    below)

    3) A pattern of gold mineralization was discovered in the Western ex-

    tremes of P39/5335 and P39/5334 approx. 800 metres North to southand 300 metres wide East to west. (see maps and results below)

    4) A pattern of gold mineralization was discovered in the North West-

    ern area of P39/5333 extending into P39/5331, It is thought possible

    that this is the same gold bearing structure that produced the results on

    P39/5335 an P39/5334.(see maps and results below)

    5) Other sporadic gold values were obtained over the tenements, fur-

    ther investigations are planned for the future.

    6) P39/5295- several high values were obtained on P39/5295

    during sampling. Most of the positive results were from the Eastern ar-

    ea of the tenement. Further investigations are recommended. (see maps

    and results below)

    MAPS AND RESULTS- The maps and results from the sampling

    program are provided below in this report. A yellow mark on the maps

    indicates a gold value. Sampling was done from the North to the South

    and always sampling the grids from West to East.

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    MAP SHOWING GRID PATTERN USED

    IN SOIL SAMPLING PROGRAM

    200M NTH/STH SPACING

    MORGAN`S SHEAR PROJECTFIGURE 9

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    SOIL SAMPLE LOCATIONS

    MORGAN`S SHEAR PROJECT

    FIGURE 10 SOIL SAMPLING LOCATIONS

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    Map showing soil sampling

    locationsgrid numbers and

    soil gold anomaly locations.

    MORGAN`S SHEAR PROJECTFIGURE 10 SOIL SAMPLING LOCATIONS

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    MORGAN`S SHEARMap showing soil sampling locationsgrid

    numbers and soil gold anomaly locations.

    FIGURE 11 SOIL SAMPLING LOCATIONS

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    MORGAN`S SHEAR PROJECT Map showing soil sampling locationsgridnumbers and soil gold anomaly locations.FIGURE 12 SOIL SAMPLING LOCATIONS

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    MORGAN`S SHEAR PROJECT Map showing soil sampling locationsgridnumbers and soil gold anomaly locations.

    FIGURE 13 SOIL SAMPLING LOCATIONS

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    MORGAN`S SHEAR PROJECT Map showing soil sampling locationsgridnumbers and soil gold anomaly locations.

    FIGURE 14 SOIL SAMPLING LOCATIONS

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    MORGAN`S SHEAR PROJECT Map showing soil sampling locationsgridnumbers and soil gold anomaly locations.

    FIGURE 15 SOIL SAMPLING LOCATIONS

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    Easng Northing Zone Value Comment Sample Number

    416352.2 6812540 51 0 2

    416406.1 6812540 51 0 3

    416462.3 6812538 51 0 4

    416516.2 6812538 51 3Quartz hill 5

    416574.8 6812540 51 7Detector holes 6

    416635.7

    6812540

    51

    0

    7

    416689.5 6812538 51 0 8

    416021.9 6812353 51 0 9

    416071.1 6812355 51 0 10

    416120.3 6812355 51 0 11

    416169.5 6812353 51 0 12

    416218.7 6812355 51 0 13

    416274.9 6812355 51 0 14

    416324.1 6812355 51 0 15

    416371 6812355 51 0 16

    416417.8

    6812353

    51

    0

    17

    416469.3 6812351 51 0 18

    416523.2 6812353 51 0Detector holes 19

    416581.8 6812353 51 0 20

    416631 6812355 51 0 21

    416684.8 6812355 51 0 22

    416741.1 6812355 51 0 23

    416792.6 6812351 51 0 24

    416851.2 6812353 51 0 25

    416898 6812353 51 1Iron/Qtz Gravel 26

    415815.8

    6812149

    51

    15Iron/Qtz Gravel

    27

    415865 6812149 51 4Detector holes 28

    415918.9 6812149 51 5Iron/Qtz Gravel 29

    415972.7 6812149 51 0 30

    416024.3 6812149 51 0 31

    416073.5 6812147 51 0Detector holes 32

    416122.7 6812147 51 0 33

    416171.8 6812147 51 0 34

    416218.7 6812149 51 0 35

    416265.5 6812149 51 0 36

    416312.4

    6812147

    51

    0

    37

    416361.6 6812149 51 0 38

    416413.1 6812151 51 0 39

    416457.6 6812154 51 0 40

    416506.8 6812149 51 0 41

    416563 6812149 51 0 42

    416614.6 6812147 51 0 43

    416668.5 6812151 51 0 44

    416717.6 6812147 51 0 45

    416764.5 6812147 51 0 46

    416802

    6812147

    51

    0

    47

    416848.8 6812147 51 0 48

    416900.4 6812151 51 0 49

    416954.2 6812154 51 0 50

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    40/61

    40

    417001.1 6812149 51 0 51

    417050.3 6812149 51 0 52

    417094.8 6812149 51 0 53

    415633.1 6811957 51 0 54

    415682.3 6811957 51 0 55

    415729.1 6811952 51 0 56

    415778.3 6811952 51 0 57

    415825.2

    6811955

    51

    0

    58

    415874.4 6811955 51 0 59

    415921.2 6811952 51 0 60

    415975.1 6811955 51 0 61

    416024.3 6811955 51 0 62

    416073.5 6811952 51 0 63

    416115.6 6811952 51 0 64

    416167.2 6811955 51 0 65

    416221 6811952 51 0 66

    416270.2 6811952 51 0 67

    416317.1 6811950 51 0 68

    416366.3 6811955 51 0 69

    416413.1 6811955 51 0 70

    416462.3 6811952 51 0 71

    416518.5 6811955 51 0 72

    416572.4 6811955 51 0 73

    416626.3 6811955 51 0 74

    416680.2 6811959 51 0 75

    416731.7 6811959 51 0 76

    416785.6

    6811957

    51

    0

    77

    416844.1 6811952 51 0 78

    416895.7 6811952 51 0 79

    416947.2 6811952 51 0 80

    416991.7 6811955 51 0 81

    417047.9 6811957 51 0 82

    417094.8 6811957 51 0 83

    417144 6811959 51 0 84

    417197.9 6811959 51 0 85

    415405.9 6811741 51 0 86

    415452.7

    6811741

    51

    0

    87

    415506.6 6811739 51 0 88

    415555.8 6811739 51 0 89

    415605 6811739 51 0 90

    415658.8 6811739 51 0 91

    415710.4 6811739 51 0 92

    415764.3 6811739 51 0 93

    415811.1 6811739 51 0 94

    415865 6811737 51 0 95

    415918.9 6811739 51 0 96

    415968.1

    6811737

    51

    0

    97

    416019.6 6811739 51 0 98

    416073.5 6811737 51 0 99

    416122.7 6811739 51 0 100

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    41/61

    41

    416100.8 6811730 51 0 101

    416095 6811723 51 0 102

    416089.1 6811716 51 0 103

    416083.3 6811710 51 0 104

    416077.4 6811703 51 0 105

    416071.6 6811696 51 0 106

    416065.7 6811689 51 0 107

    416059.8 6811683 51 0 108

    416054 6811676 51 0 109

    416048.1 6811669 51 0 110

    416042.3 6811663 51 0 111

    416036.4 6811656 51 0 112

    416030.6 6811649 51 0 113

    416024.7 6811642 51 0 114

    416018.8 6811636 51 0 115

    416013 6811629 51 0 116

    416007.1

    6811622

    51

    0

    117

    416001.3 6811615 51 0 118

    415995.4 6811609 51 0 119

    415989.5 6811602 51 0 120

    415983.7 6811595 51 0 121

    415977.8 6811588 51 0 122

    415972 6811582 51 0 123

    415966.1 6811575 51 0 124

    415960.3 6811568 51 0 125

    415954.4 6811562 51 0 126

    415948.5

    6811555

    51

    0

    127415942.7 6811548 51 0 128

    415936.8 6811541 51 0 129

    415931 6811535 51 0 130

    415925.1 6811528 51 0 131

    415919.3 6811521 51 0 132

    415925.9 6811545 51 0 133

    415982.1 6811545 51 0 134

    416036 6811545 51 4Iron/Qtz Gravel 135

    416089.9 6811547 51 8Iron/Qtz Gravel 136

    416146.1

    6811547

    51

    1Iron/Qtz Gravel

    137

    416200 6811547 51 0 138

    416256.2 6811549 51 0 139

    416307.7 6811549 51 0 140

    416363.9 6811549 51 0 141

    416415.5 6811552 51 0 142

    416471.7 6811549 51 0 143

    416527.9 6811547 51 0 144

    416581.8 6811547 51 0 145

    416633.3 6811552 51 9Iron/Qtz Gravel 146

    416691.9

    6811552

    51

    18Iron/Qtz Gravel

    147

    416745.8 6811552 51 7Iron/Qtz Gravel 148

    416785.6 6811552 51 6Iron/Qtz Gravel 149

    414363.5 6811336 51 3Iron/Qtz Gravel 150

  • 5/28/2018 DARLEX Pty Ltd Final Combined Annual Report 2013-2014 for tenements P39/5294P39/5295P39/5296P39/5297 P39/5298P39/5299

    42/61

    42

    414415 6811336 51 0 151

    414464.2 6811336 51 0 152

    414508.7 6811336 51 0 153

    414560.2 6811336 51 0 154

    414611.8 6811336 51 0 155

    414660.9 6811334 51 0 156

    414712.5 6811336 51 0 157

    414768.7 6811336 51 0 158

    414824.9 6811339 51 0 159

    414878.8 6811339 51 0 160

    414930.3 6811339 51 0 161

    414974.8 6811339 51 0 162

    415019.3 6811341 51 0 163

    415073.2 6811343 51 0 164

    415124.8 6811348 51 0 165

    415176.3 6811339 51 0 166

    415230.2 6811339 51 0 167

    415284 6811346 51 0 168

    415340.3 6811341 51 0 169

    415387.1 6811341 51 0 170

    415429.3 6811343 51 0 171

    415478.5 6811343 51 0 172

    415532.4 6811343 51 0 173

    415574.5 6811343 51 0 174

    415630.7 6811346 51 0 175

    415679.9 6811341 51 0 176

    415736.1

    6811348

    51

    0

    177

    415787.7 6811343 51 0 178

    415836.9 6811346 51 0 179

    415890.7 6811346 51 0 180

    415949.3 6811346 51 0 181

    416000.8 6811348 51 0 182

    416052.4 6811346 51 0 183

    416106.3 6811346 51 0 184

    416155.4 6811346 51 2Iron/Qtz Gravel 185

    416207 6811343 51 0 186

    416253.8

    6811343

    51

    0

    187

    416305.4 6811346 51 2Iron/Qtz Gravel 188

    416347.5 6811346 51 0 189

    416392 6811346 51 0 190

    416431.9 6811346 51 0 191

    416471.7 6811346 51 0 192

    416516.2 6811346 51 1Iron/Qtz Gravel 193

    416563 6811348 51 0 194

    412988.4 6811151 51 0 195

    413077.4 6811151 51 3Iron/Qtz Gravel 196

    413147.7

    6811151

    51

    0Detector holes

    197

    413203.9 6811151 51 0Detector holes 198

    413307 6811156 51 0 199

    413414.7 6811156 51 0 200

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    43/61

    43

    413522.5 6811156 51 0 201

    413625.6 6811151 51 0 202

    413728.6 6811151 51 0 203

    413827 6811151 51 0 204

    414201.8 6811151 51 0 205

    414304.9 6811151 51 0 206

    414403.3 6811156 51 0 207

    414506.3

    6811156

    51

    0

    208

    414600 6811156 51 0 209

    414693.7 6811156 51 0 210

    414796.8 6811156 51 0 211

    414895.2 6811161 51 0 212

    414998.3 6811156 51 0 213

    415101.3 6811156 51 0 214

    415066.2 6811154 51 0 215

    415150.5 6811154 51 0 216

    415199.7 6811154 51 0 217

    415248.9

    6811154

    51

    0

    218

    415300.4 6811151 51 0 219

    415349.6 6811151 51 0 220

    415398.8 6811149 51 0 221

    415448 6811149 51 0 222

    415499.6 6811149 51 0 223

    415551.1 6811149 51 0 224

    415597.9 6811149 51 0 225

    415647.1 6811149 51 0 226

    415703.4 6811149 51 0 227

    415754.9 6811146 51 0 228

    415808.8 6811146 51 0 229

    415860.3 6811146 51 0 230

    415907.1 6811149 51 0 231

    415958.7 6811149 51 0 232

    416012.6 6811149 51 0 233

    416066.4 6811149 51 4Iron/Qtz Gravel 234

    416106.3 6811151 51 6Iron/Qtz Gravel 235

    416157.8 6811149 51 7Iron/Qtz Gravel 236

    416207 6811149 51 3Iron/Qtz Gravel 237

    416263.2 6811146 51 0 238

    416310.1 6811146 51 0 239

    416356.9 6811149 51 0 240

    412674.5 6810959 51 0 241

    412754.2 6810959 51 0 242

    412838.5 6810959 51 0 243

    412927.5 6810959 51 0 244

    413011.8 6810959 51 0 245

    413110.2 6810959 51 0 246

    413208.6

    6810959

    51

    0

    247

    413307 6810959 51 0 248

    413405.4 6810959 51 0 249

    413503.8 6810959 51 0 250

  • 5/28/2018 DARLEX Pty Ltd Final Combined Annual Report 2013-2014 for tenements P39/5294P39/5295P39/5296P39/5297 P39/5298P39/5299

    44/61

    44

    413602.1 6810959 51 1Iron/Qtz Gravel 251

    413700.5 6810959 51 2Iron/Qtz Gravel 252

    413789.5 6810959 51 1Iron/Qtz Gravel 253

    413892.6 6810959 51 0 254

    413976.9 6810959 51 0 255

    414070.6 6810959 51 0 256

    414164.3 6810964 51 0 257

    414258

    6810968

    51

    0

    258

    414361.1 6810964 51 0 259

    414473.5 6810964 51 0 260

    414567.2 6810964 51 0 261

    414665.6 6810964 51 0 262

    414759.3 6810964 51 0 263

    414857.7 6810968 51 0 264

    414960.8 6810964 51 0 265

    415068.5 6810964 51 0 266

    415171.6 6810964 51 0 267

    415270 6810959 51 0 268

    415373.1 6810954 51 0 269

    415476.1 6810964 51 0 270

    415579.2 6810959 51 0 271

    415696.3 6810968 51 0 272

    415794.7 6810973 51 0 273

    415897.8 6810973 51 2Iron/Qtz Gravel 274

    416000.8 6810983 51 3Iron/Qtz Gravel 275

    416103.9 6810973 51 3Iron/Qtz Gravel 276

    416216.4 6810968 51 8Iron/Qtz Gravel 277

    416328.8 6810968 51 0 278

    416431.9 6810968 51 0 279

    412318.5 6810776 51 0 280

    412416.9 6810776 51 0 281

    412515.2 6810776 51 0 282

    412623 6810776 51 0 283

    412721.4 6810776 51 0 284

    412819.8 6810776 51 0 285

    412922.8 6810776 51 0 286

    413025.9

    6810776

    51

    0

    287

    413119.6 6810781 51 0 288

    413222.7 6810772 51 0 289

    413325.7 6810772 51 0 290

    413428.8 6810772 51 0 291

    413531.9 6810772 51 0 292

    413634.9 6810772 51 0 293

    413738 6810772 51 0 294

    413836.4 6810776 51 0 295

    413944.1 6810776 51 0 296

    414056.6

    6810776

    51

    0

    297414159.7 6810776 51 0 298

    414253.4 6810776 51 0 299

    414351.7 6810776 51 0 300

  • 5/28/2018 DARLEX Pty Ltd Final Combined Annual Report 2013-2014 for tenements P39/5294P39/5295P39/5296P39/5297 P39/5298P39/5299

    45/61

    45

    414450.1 6810772 51 0Detector holes 301

    414534.5 6810776 51 0Detector holes 302

    414632.8 6810776 51 0 303

    414731.2 6810776 51 0 304

    414824.9 6810786 51 0 305

    414918.6 6810772 51 0 306

    415017

    6810776

    51

    0

    307415124.8 6810776 51 0 308

    415232.5 6810776 51 0 309

    415335.6 6810776 51 0 310

    415434 6810776 51 0 311

    415537 6810776 51 0 312

    415640.1 6810776 51 0 313

    415747.9 6810781 51 0 314

    415846.2 6810776 51 0 315

    415954 6810772 51 1Iron/Qtz Gravel 316

    416066.4

    6810772

    51

    3Iron/Qtz Gravel

    317

    416169.5 6810772 51 3Iron/Qtz Gravel 318

    416277.3 6810776 51 1Iron/Qtz Gravel 319

    416380.3 6810772 51 0 320

    416474 6810772 51 0 321

    416553.7 6810772 51 0 322

    411976.5 6810556 51 0 323

    412074.9 6810556 51 0 324

    412173.2 6810561 51 0 325

    412271.6 6810556 51 0 326

    412384.1

    6810556

    51

    0

    327

    412482.4 6810556 51 0 328

    412585.5 6810556 51 0 329

    412688.6 6810561 51 0 330

    412801 6810561 51 0 331

    412894.7 6810556 51 0 332

    412993.1 6810561 51 0 333

    413105.5 6810556 51 0 334

    413218 6810556 51 0 335

    413330.4 6810561 51 0 336

    413438.2

    6810566

    51

    0

    337

    413545.9 6810556 51 0 338

    413644.3 6810561 51 0 339

    413747.4 6810561 51 0 340

    413859.8 6810561 51 0 341

    413958.2 6810561 51 0 342

    414056.6 6810566 51 0 343

    414159.7 6810566 51 0 344

    414262.7 6810561 51 0 345

    414365.8 6810561 51 0 346

    414468.9

    6810561

    51

    0

    347

    414567.2 6810566 51 0 348

    414670.3 6810561 51 0 349

    414768.7 6810561 51 0 350

  • 5/28/2018 DARLEX Pty Ltd Final Combined Annual Report 2013-2014 for tenements P39/5294P39/5295P39/5296P39/5297 P39/5298P39/5299

    46/61

    46

    414867.1 6810556 51 0 351

    414970.2 6810561 51 0 352

    415082.6 6810561 51 0 353

    415181 6810566 51 0 354

    415274.7 6810566 51 0 355

    415373.1 6810561 51 0 356

    415476.1 6810566 51 0 357

    415579.2 6810566 51 0 358

    415677.6 6810566 51 0 359

    415776 6810561 51 0 360

    415879 6810561 51 0 361

    415982.1 6810561 51 0 362

    416089.9 6810561 51 0 363

    416192.9 6810566 51 0 364

    416310.1 6810566 51 0 365

    416422.5 6810566 51 0 366

    416511.5 6810570 51 0 367

    416605.2 6810561 51 0 368

    411901.5 6810359 51 0 369

    411990.5 6810364 51 0 370

    412103 6810359 51 0 371

    412210.7 6810355 51 4Iron/Qtz Gravel 372

    412323.2 6810359 51 3Iron/Qtz Gravel 373

    412421.5 6810359 51 1Iron/Qtz Gravel 374

    412524.6 6810359 51 2Iron/Qtz Gravel 375

    412632.4 6810355 51 0 376

    412735.4

    6810355

    51

    0

    377

    412843.2 6810355 51 0 378

    412936.9 6810355 51 0 379

    413040 6810355 51 0 380

    413138.3 6810355 51 0 381

    413232 6810355 51 0 382

    413335.1 6810364 51 0 383

    413438.2 6810364 51 0 384

    413545.9 6810364 51 0 385

    413644.3 6810364 51 0 386

    413742.7

    6810369

    51

    0

    387413845.8 6810364 51 0 388

    413953.5 6810364 51 0 389

    414061.3 6810364 51 0 390

    414159.7 6810364 51 0 391

    414253.4 6810364 51 0 392

    414356.4 6810369 51 0 393

    414459.5 6810369 51 0 394

    414562.6 6810364 51 0 395

    414660.9 6810364 51 0 396

    414764

    6810364

    51

    0

    397

    414862.4 6810364 51 0 398

    414960.8 6810364 51 0 399

    415059.2 6810364 51 0 400

  • 5/28/2018 DARLEX Pty Ltd Final Combined Annual Report 2013-2014 for tenements P39/5294P39/5295P39/5296P39/5297 P39/5298P39/5299

    47/61

    47

    415166.9 6810364 51 0 401

    415265.3 6810369 51 0 402

    415368.4 6810369 51 0 403

    415471.4 6810369 51 0 404

    415574.5 6810369 51 0 405

    415682.3 6810364 51 0 406

    415790

    6810373

    51

    0

    407

    415897.8 6810369 51 0 408

    416005.5 6810369 51 0 409

    416113.3 6810369 51 0 410

    416230.4 6810369 51 0 411

    416338.2 6810369 51 0 412

    416436.5 6810369 51 0 413

    416539.6 6810373 51 0 414

    416638 6810369 51 0 415

    416722.3 6810369 51 0 416

    411995.2

    6810195

    51

    0

    417

    412103 6810195 51 0 418

    412206 6810195 51 0 419

    412304.4 6810191 51 0 420

    412407.5 6810191 51 0 421

    412515.2 6810191 51 5Iron/Qtz Gravel 422

    412623 6810195 51 0 423

    412735.4 6810191 51 0 424

    412847.9 6810191 51 0 425

    412955.6 6810191 51 0 426

    413068.1

    6810191

    51

    0

    427

    413171.1 6810191 51 0 428

    413283.6 6810186 51 0 429

    413391.3 6810186 51 0 430

    413494.4 6810186 51 1Iron/Qtz Gravel 431

    413592.8 6810186 51 1Iron/Qtz Gravel 432

    413695.8 6810186 51 0 433

    413803.6 6810191 51 0 434

    413902 6810191 51 0 435

    414000.4 6810181 51 0 436

    414098.8

    6810181

    51

    0

    437

    414197.1 6810177 51 0 438

    414300.2 6810181 51 0 439

    414398.6 6810181 51 0 440

    414501.7 6810181 51 0 441

    414604.7 6810181 51 0 442

    414703.1 6810186 51 0 443

    414810.9 6810186 51 0 444

    414918.6 6810186 51 0 445

    415026.4 6810186 51 0 446

    415120.1

    6810186

    51

    0

    447

    415227.8 6810186 51 2Iron/Qtz Gravel 448

    415330.9 6810186 51 0 449

    415434 6810186 51 0 450

  • 5/28/2018 DARLEX Pty Ltd Final Combined Annual Report 2013-2014 for tenements P39/5294P39/5295P39/5296P39/5297 P39/5298P39/5299

    48/61

    48

    415537 6810191 51 0 451

    415640.1 6810186 51 0 452

    415738.5 6810181 51 0 453

    415836.9 6810177 51 0 454

    415939.9 6810181 51 0 455

    416047.7 6810181 51 0 456

    416146.1

    6810186

    51

    0

    457

    416263.2 6810181 51 0 458

    416356.9 6810181 51 5Iron/Qtz Gravel 459

    416455.3 6810186 51 0 460

    416563 6810186 51 0 461

    416670.8 6810186 51 0 462

    416778.5 6810186 51 0 463

    412112.3 6809980 51 0 464

    412206 6809985 51 0 465

    412309.1 6809985 51 0 466

    412412.2

    6809985

    51

    0

    467412515.2 6809989 51 0 468

    412613.6 6809985 51 0 469

    412721.4 6809985 51 0 470

    412824.4 6809985 51 0 471

    412932.2 6809985 51 0 472

    413044.6 6809985 51 0 473

    413152.4 6809985 51 0 474

    413260.1 6809989 51 0 475

    413377.3 6809989 51 0 476

    413480.3

    6809985

    51

    0

    477

    413592.8 6809985 51 2Iron/Qtz Gravel 478

    413705.2 6809985 51 0 479

    413822.3 6809989 51 0 480

    413930.1 6809985 51 0 481

    414033.2 6809980 51 0 482

    414140.9 6809985 51 0 483

    414244 6809985 51 0 484

    414361.1 6809985 51 0 485

    414468.9 6809985 51 0 486

    414586

    6809985

    51

    0

    487

    414698.4 6809985 51 0 488

    414806.2 6809985 51 0 489

    414913.9 6809985 51 0 490

    415017 6809985 51 0 491

    415120.1 6809985 51 0 492

    415223.1 6809985 51 0 493

    415321.5 6809985 51 2Iron/Qtz Gravel 494

    415424.6 6809989 51 3Iron/Qtz Gravel 495

    415527.7 6809989 51 0 496

    415626

    6809989

    51

    0

    497

    415729.1 6809985 51 0 498

    415836.9 6809985 51 0 499

    415949.3 6809985 51 0 500

  • 5/28/2018 DARLEX Pty Ltd Final Combined Annual Report 2013-2014 for tenements P39/5294P39/5295P39/5296P39/5297 P39/5298P39/5299

    49/61

    49

    416052.4 6809989 51 0 501

    416155.4 6809985 51 0 502

    416253.8 6809985 51 0 503

    416366.3 6809989 51 0 504

    416464.7 6809985 51 0 505

    416558.4 6809985 51 0 506

    416647.4 6809985 51 5Iron/Qtz Gravel 507

    416745.8 6809985 51 0 508

    416848.8 6809985 51 1Iron/Qtz Gravel 509

    412140.4 6809807 51 0 510

    412229.5 6809807 51 0 511

    412337.2 6809807 51 0 512

    412445 6809807 51 0 513

    412543.3 6809807 51 0 514

    412646.4 6809807 51 0 515

    412749.5 6809807 51 0 516

    412857.2

    6809807

    51

    0

    517

    412960.3 6809807 51 0 518

    413063.4 6809807 51 0 519

    413161.8 6809807 51 0 520

    413264.8 6809807 51 0 521

    413372.6 6809807 51 0 522

    413466.3 6809807 51 0 523

    413574 6809807 51 0 524

    413663.1 6809807 51 0 525

    413775.5 6809807 51 0 526

    413883.2

    6809797

    51

    0

    527413986.3 6809788 51 0 528

    414089.4 6809802 51 0 529

    414201.8 6809802 51 0 530

    414295.5 6809802 51 0 531

    414398.6 6809802 51 0 532

    414515.7 6809807 51 0 533

    414618.8 6809802 51 0 534

    414726.5 6809802 51 0 535

    414839 6809802 51 0 536

    414946.7

    6809802

    51

    0

    537

    415049.8 6809802 51 0 538

    415162.2 6809802 51 0 539

    415260.6 6809807 51 0 540

    415359 6809802 51 0 541

    415476.1 6809802 51 0 542

    415579.2 6809802 51 0 543

    415691.6 6809802 51 0Detector holes 544

    415804.1 6809802 51 0 545

    415902.5 6809802 51 0 546

    416010.2

    6809797

    51

    0

    547

    416122.7 6809797 51 0 548

    416225.7 6809797 51 0 549

    416333.5 6809797 51 0 550

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    50

    416436.5 6809793 51 0 551

    416544.3 6809797 51 0 552

    416647.4 6809797 51 0 553

    416764.5 6809797 51 0 554

    416858.2 6809797 51 0 555

    416942.5 6809797 51 2Iron/Qtz Gravel 556

    412051.4

    6809807

    51

    1

    Iron/Qtz Gravel

    557

    412224.8 6809610 51 0 558

    412327.8 6809605 51 0 559

    412435.6 6809605 51 0 560

    412538.7 6809605 51 0 561

    412641.7 6809605 51 0 562

    412744.8 6809610 51 0 563

    412852.6 6809610 51 0 564

    412950.9 6809610 51 0 565

    413054 6809610 51 0 566

    413161.8

    6809610

    51

    0

    567

    413274.2 6809614 51 0 568

    413382 6809614 51 2Iron/Qtz Gravel 569

    413494.4 6809610 51 4Iron/Qtz Gravel 570

    413597.5 6809610 51 0 571

    413705.2 6809605 51 0 572

    413798.9 6809605 51 0 573

    413897.3 6809610 51 0 574

    413995.7 6809605 51 0 575

    414094.1 6809605 51 0 576

    414206.5

    6809605

    51

    0

    577

    414304.9 6809605 51 0 578

    414408 6809610 51 0 579

    414506.3 6809614 51 0 580

    414604.7 6809605 51 0 581

    414707.8 6809605 51 0 582

    414815.6 6809610 51 0 583

    414918.6 6809610 51 0 584

    415021.7 6809605 51 0 585

    415129.4 6809605 51 0 586

    415237.2

    6809610

    51

    0

    587

    415326.2 6809610 51 0 588

    415429.3 6809605 51 0 589

    415527.7 6809605 51 0 590

    415630.7 6809610 51 0 591

    415719.7 6809610 51 0 592

    415822.8 6809600 51 0 593

    415925.9 6809600 51 0 594

    416024.3 6809605 51 0 595

    416127.3 6809600 51 0 596

    416225.7

    6809600

    51

    0

    597

    416324.1 6809596 51 0 598

    416436.5 6809596 51 0 599

    416539.6 6809596 51 0 600

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    51

    416647.4 6809600 51 0 601

    416755.1 6809600 51 0 602

    416858.2 6809600 51 0 603

    416965.9 6809600 51 0 604

    412416.9 6809413 51 0 605

    412510.6 6809408 51 0 606

    412608.9

    6809408

    51

    0

    607412707.3 6809408 51 3Iron/Qtz Gravel 608

    412801 6809413 51 0 609

    412899.4 6809418 51 0 610

    413002.5 6809408 51 0 611

    413110.2 6809408 51 0 612

    413213.3 6809408 51 0 613

    413316.4 6809408 51 0 614

    413419.4 6809408 51 0 615

    413531.9 6809413 51 0 616

    413634.9

    6809413

    51

    0

    617

    413728.6 6809408 51 0 618

    413841.1 6809408 51 0 619

    413948.8 6809408 51 0 620

    414047.2 6809408 51 0 621

    414140.9 6809413 51 0 622

    414244 6809413 51 0 623

    414342.4 6809413 51 0 624

    414445.4 6809413 51 0 625

    414548.5 6809413 51 0 626

    414651.6

    6809413

    51

    0

    627

    414750 6809413 51 0 628

    414853 6809408 51 0 629

    414960.8 6809413 51 0 630

    415054.5 6809413 51 0 631

    415152.9 6809413 51 0 632

    415251.3 6809408 51 0 633

    415354.3 6809413 51 0 634

    415462.1 6809413 51 0 635

    415560.5 6809413 51 0 636

    415668.2

    6809413

    51

    0

    637

    415761.9 6809413 51 0 638

    415860.3 6809413 51 0 639

    415958.7 6809418 51 0 640

    416057.1 6809418 51 0 641

    416160.1 6809413 51 0 642

    416267.9 6809413 51 0 643

    416375.6 6809418 51 0 644

    416469.3 6809418 51 0 645

    416567.7 6809408 51 0 646

    416689.5

    6809408

    51

    0

    647

    416797.3 6809413 51 0 648

    416905 6809413 51 0 649

    417008.1 6809422 51 0 650

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    52

    417106.5 6809422 51 0 651

    412627.7 6809207 51 0 652

    412735.4 6809212 51 0 653

    412833.8 6809202 51 0 654

    412946.3 6809202 51 0 655

    413058.7 6809202 51 0 656

    413157.1 6809202 51 0 657

    413255.5 6809202 51 0 658

    413349.2 6809202 51 0 659

    413452.2 6809202 51 0 660

    413545.9 6809207 51 0 661

    413653.7 6809207 51 0 662

    413770.8 6809207 51 0 663

    413878.6 6809207 51 0 664

    413976.9 6809207 51 0 665

    414080 6809202 51 0 666

    414169

    6809198

    51

    0

    667

    414262.7 6809212 51 0 668

    414365.8 6809207 51 0 669

    414468.9 6809207 51 0 670

    414562.6 6809207 51 0 671

    414660.9 6809202 51 0 672

    414768.7 6809202 51 0 673

    414876.5 6809202 51 0 674

    414979.5 6809202 51 0 675

    415082.6 6809202 51 0 676

    415190.3

    6809202

    51

    0

    677415302.8 6809202 51 0 678

    415405.9 6809202 51 0 679

    415504.2 6809202 51 0 680

    415602.6 6809202 51 0 681

    415696.3 6809202 51 0 682

    415799.4 6809202 51 0 683

    415893.1 6809202 51 0 684

    415991.5 6809207 51 0 685

    416094.5 6809207 51 0 686

    416188.2

    6809207

    51

    0

    687

    416286.6 6809207 51 0 688

    416389.7 6809207 51 0 689

    416492.8 6809207 51 0 690

    416595.8 6809207 51 0 691

    416698.9 6809207 51 0 692

    416792.6 6809207 51 0 693

    416886.3 6809212 51 0 694

    416989.4 6809207 51 0 695

    417087.8 6809207 51 0Detector holes 696

    417172.1

    6809207

    51

    0Detector holes

    697

    417242.4 6809207 51 0 698

    412857.2 6808996 51 0 699

    412946.3 6808996 51 0 700

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    53

    413035.3 6808991 51 0 701

    413129 6808991 51 0 702

    413232 6808991 51 0Detector holes 703

    413325.7 6808996 51 0 704

    413424.1 6808991 51 0 705

    413522.5 6808991 51 0 706

    413625.6 6808991 51 0 707

    413719.3

    6808991

    51

    0

    708

    413822.3 6808991 51 0 709

    413925.4 6808991 51 0 710

    414023.8 6808987 51 0 711

    414122.2 6808987 51 0 712

    414225.2 6808987 51 2Iron/Qtz Gravel 713

    414323.6 6808987 51 0 714

    414422 6808987 51 0 715

    414525.1 6808987 51 2Iron/Qtz Gravel 716

    414623.5 6808987 51 0 717

    414717.2 6808987 51 0 718

    414820.2 6808987 51 0 719

    414913.9 6808987 51 0 720

    415017 6808987 51 0Detector holes 721

    415120.1 6808991 51 0 722

    415227.8 6808991 51 0 723

    415326.2 6808987 51 0 724

    415424.6 6808987 51 0 725

    415527.7 6808991 51 0 726

    415640.1 6808987 51 0 727

    415747.9 6808987 51 0 728

    415841.6 6808987 51 0 729

    415935.3 6808987 51 0 730

    416033.6 6808987 51 0 731

    416127.3 6808991 51 0 732

    416216.4 6808996 51 0 733

    416328.8 6808996 51 0 734

    416450.6 6808996 51 0 735

    416553.7 6808991 51 0 736

    416666.1

    6808996

    51

    0

    737

    416764.5 6808996 51 0 738

    416867.6 6808996 51 0 739

    416961.3 6808991 51 0 740

    417059.6 6808991 51 0 741

    417148.7 6808991 51 0 742

    417251.7 6808991 51 0 743

    417340.7 6808996 51 0 744

    413044.6 6808790 51 0 745

    413143 6808795 51 0 746

    413250.8

    6808795

    51

    0

    747413353.8 6808795 51 5Iron/Qtz Gravel 748

    413456.9 6808795 51 0 749

    413555.3 6808795 51 4Iron/Qtz Gravel 750

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    54

    413658.4 6808790 51 0 751

    413766.1 6808785 51 0 752

    413878.6 6808790 51 0 753

    413976.9 6808790 51 0 754

    414075.3 6808790 51 0 755

    414169 6808790 51 1Iron/Qtz Gravel 756

    414262.7 6808790 51 1Iron/Qtz Gravel 757

    414361.1 6808790 51 2Iron/Qtz Gravel 758

    414468.9 6808790 51 0 759

    414567.2 6808790 51 0 760

    414670.3 6808790 51 0 761

    414773.4 6808785 51 0 762

    414881.1 6808785 51 0 763

    414984.2 6808785 51 0 764

    415082.6 6808785 51 0 765

    415171.6 6808785 51 0 766

    415270

    6808785

    51

    0

    767

    415368.4 6808781 51 0 768

    415471.4 6808785 51 0 769

    415569.8 6808790 51 0 770

    415658.8 6808781 51 0 771

    415766.6 6808781 51 0 772

    415850.9 6808785 51 0 773

    415958.7 6808781 51 0 774

    416057.1 6808781 51 0 775

    416150.8 6808781 51 0 776

    416249.1

    6808781

    51

    0

    777416342.8 6808781 51 0 778

    416427.2 6808781 51 0 779

    416511.5 6808781 51 0 780

    416609.9 6808781 51 0 781

    416703.6 6808781 51 0 782

    416802 6808781 51 0 783

    416895.7 6808781 51 0 784

    416998.7 6808781 51 0 785

    417064.3 6808776 51 0 786

    417153.3

    6808776

    51

    0

    787

    417251.7 6808776 51 0 788

    417350.1 6808776 51 0 789

    417429.8 6808776 51 0 790

    413278.9 6808607 51 0 791

    413363.2 6808612 51 0 792

    413461.6 6808607 51 0 793

    413564.7 6808607 51 2Iron/Qtz Gravel 794

    413663.1 6808607 51 3Iron/Qtz Gravel 795

    413761.4 6808607 51 0 796

    413855.1

    6808607

    51

    1Iron/Qtz Gravel

    797

    413953.5 6808607 51 0 798

    414056.6 6808607 51 0 799

    414164.3 6808607 51 0 800

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    55

    414262.7 6808603 51 1Iron/Qtz Gravel 801

    414365.8 6808607 51 0 802

    414473.5 6808603 51 0 803

    414576.6 6808603 51 0 804

    414679.7 6808603 51 0Detector holes 805

    414778.1 6808603 51 0 806

    414881.1 6808603 51 0 807

    414979.5 6808603 51 0 808

    415082.6 6808603 51 0 809

    415176.3 6808603 51 0 810

    415274.7 6808603 51 0 811

    415377.7 6808603 51 0 812

    415466.8 6808603 51 0 813

    415565.1 6808603 51 0 814

    415668.2 6808607 51 0 815

    415776 6808598 51 0 816

    415893.1

    6808603

    51

    0

    817

    416000.8 6808603 51 0 818

    416113.3 6808603 51 0 819

    416216.4 6808603 51 0Detector holes 820

    416328.8 6808603 51 0 821

    416441.2 6808603 51 0 822

    416539.6 6808603 51 0 823

    416656.7 6808603 51 0 824

    416764.5 6808612 51 0 825

    416862.9 6808598 51 0 826

    416975.3

    6808593

    51

    0

    827

    417083.1 6808598 51 0 828

    417186.1 6808598 51 0 829

    417279.8 6808598 51 0 830

    417378.2 6808598 51 0 831

    417471.9 6808603 51 0 832

    413494.4 6808420 51 0 833

    413583.4 6808425 51 0 834

    413681.8 6808415 51 0 835

    413775.5 6808415 51 0 836

    413873.9

    6808415

    51

    0

    837

    413976.9 6808415 51 0 838

    414075.3 6808415 51 0Detector holes 839

    414178.4 6808420 51 0 840

    414281.5 6808420 51 0 841

    414379.9 6808415 51 0Detector holes 842

    414478.2 6808420 51 2Iron/Qtz Gravel 843

    414581.3 6808420 51 0 844

    414679.7 6808415 51 0Detector holes 845

    414773.4 6808415 51 0 846

    414857.7

    6808415

    51

    0

    847

    414956.1 6808420 51 0 848

    415059.2 6808410 51 0 849

    415152.9 6808410 51 0 850

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    56

    415255.9 6808410 51 0 851

    415363.7 6808410 51 0 852

    415466.8 6808410 51 0 853

    415560.5 6808415 51 0 854

    415668.2 6808415 51 0 855

    415776 6808415 51 0 856

    415869.7 6808410 51 0 857

    415963.4 6808415 51 0 858

    416057.1 6808410 51 0 859

    416164.8 6808410 51 0 860

    416272.6 6808415 51 0 861

    416375.6 6808410 51 0 862

    416474 6808410 51 0 863

    416572.4 6808410 51 0 864

    416670.8 6808410 51 0 865

    416759.8 6808410 51 0 866

    416858.2

    6808410

    51

    0

    867

    416965.9 6808410 51 0 868

    417059.6 6808410 51 0 869

    417158 6808415 51 0 870

    417265.8 6808415 51 0 871

    417354.8 6808410 51 0 872

    417453.2 6808410 51 0 873

    417551.6 6808410 51 0 874

    416802 6808232 51 0 875

    416900.4 6808228 51 0 876

    417008.1

    6808228

    51

    0

    877

    417101.8 6808228 51 0 878

    417218.9 6808228 51 0 879

    417336.1 6808228 51 0 880

    417434.4 6808228 51 0 881

    417532.8 6808223 51 0 882

    416905 6808017 51 0 883

    417003.4 6808017 51 0 884

    417101.8 6808017 51 0 885

    417214.3 6808017 51 0 886

    417303.3

    6808017

    51

    0

    887

    417406.3 6808017 51 0 888

    417518.8 6808017 51 0 889

    417612.5 6808017 51 0 890

    416980 6807834 51 0 891

    417078.4 6807830 51 0 892

    417176.8 6807830 51 0 893

    417284.5 6807830 51 0 894

    417397 6807830 51 0 895

    417500 6807830 51 0 896

    417589 6807830 51 0 897

    417064.3 6807619 51 0 898

    417167.4 6807619 51 0 899

    417265.8 6807619 51 0 900

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    57

    417387.6 6807619 51 0 901

    417500 6807619 51 0 902

    417626.5 6808223 51 0 903

    417701.5 6808017 51 0 904

    417673.4 6807830 51 0 905

    417776.4 6807830 51 0 906

    417598.4

    6807619

    51

    0

    907

    417706.2 6807623 51 0 908

    417818.6 6807623 51 0 909

    417912.3 6807623 51 0 910

    417186.1 6807422 51 0 911

    417289.2 6807422 51 0 912

    417397 6807427 51 0 913

    417504.7 6807427 51 0 914

    417612.5 6807427 51 0 915

    417706.2

    6807427

    51

    0

    916

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    58

    FIGURE 16 SOIL SAMPLING LOCATIONS

    FIGURE 17 SOIL SAMPLING LOCATIONS

    MORGAN`S SHEAR PROJECT

    P39/5295 soil sample locations 2013

    Samples collected every 50m along grids

    Yellow indicates gold present.

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    59

    Easng Northing Zone Value Sample nunber Comment

    419296.7 6812123 51 4 1 quartz clay

    419296.7

    6812074

    51

    9

    2

    quartz clay419296.7 6812020 51 1 3 clay silt

    419296.7 6811969 51 0 4

    419296.7 6811915 51 0 5

    419296.7 6811866 51 0 6

    419294.4 6811816 51 0 7

    419299.1 6811765 51 0 8

    419296.7 6811711 51 0 9

    419294.4 6811657 51 0 10

    419296.7 6811606 51 0 11

    419294.4

    6811547

    51

    0

    12

    419294.4 6811491 51 0 13

    419294.4 6811435 51 0 14

    419294.4 6811383 51 0 15

    419294.4 6811332 51 0 16

    419294.4 6811282 51 0 17

    419294.4 6811228 51 0 18

    419294.4 6811179 51 0 19

    419294.4 6811130 51 0 20

    419486.5 6812130 51 0 21

    419486.5

    6812083

    51

    0

    22

    419488.8 6812034 51 0 23

    419486.5 6811985 51 0 24

    419486.5 6811927 51 0 25

    419486.5 6811873 51 0 26

    419486.5 6811821 51 5 27greenstone rock

    419486.5 6811765 51 4 28greenstone rock

    419486.5 6811709 51 0 29

    419486.5 6811655 51 0 30

    419488.8 6811601 51 0 31

    419488.8

    6811549

    51

    0

    32

    419488.8 6811498 51 0 33

    419488.8 6811449 51 0 34

    419488.8 6811395 51 0 35

    419488.8 6811341 51 0 36

    419488.8 6811287 51 0 37

    419488.8 6811231 51 0 38

    419491.1 6811177 51 0 39

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    60

    419491.1 6811135 51 0 40

    419690.3 6811835 51 0 41

    419690.3 6811784 51 0 42

    419690.3 6811730 51 0 43

    419690.3

    6811681

    51

    0

    44

    419690.3 6811629 51 0 45

    419690.3 6811577 51 0 46

    419690.3 6811521 51 0 47

    419692.6 6811472 51 1 48greenstone rock

    419692.6 6811418 51 0 49

    419690.3 6811364 51 0 50

    419690.3 6811306 51 0 51

    419692.6 6811254 51 0 52

    419690.3 6811198 51 0 53

    419694.9

    6811146

    51

    0

    54

    419908.1 6811559 51 0 55

    419908.1 6811505 51 10 56quartz

    419910.4 6811453 51 0 57

    419910.4 6811404 51 0 58

    419910.4 6811350 51 0 59

    419912.8 6811296 51 0 60

    419912.8 6811243 51 0 61

    419912.8 6811191 51 0 62

    419912.8 6811144 51 0 63

    419999.5

    6811615

    51

    4

    64greenstone rock

    419999.5 6811563 51 1 65clay quartz

    419999.5 6811512 51 0 66

    419999.5 6811451 51 0 67

    419999.5 6811399 51 2 68greenstone rock

    419999.5 6811343 51 0 69

    419999.5 6811292 51 0 70

    419999.5 6811240 51 4 71quartz

    420001.8 6811193 51 0 72

    420001.8 6811151 51 1 73clay quartz

    420090.8 6811674 51 2 74clay quartz

    420090.8 6811627 51 10 75quartz

    420090.8 6811580 51 0 76

    420088.5 6811524 51 0 77

    420093.2 6811472 51 6 78quartz iron

    420093.2 6811416 51 0 79

    420093.2 6811360 51 0 80

    420090.8 6811308 51 0 81

    420090.8 6811252 51 0 82

    420090.8

    6811198

    51

    0

    83

    420090.8 6811156 51 0 84

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    61

    FIGURE 18 MAGNETIC ANOMALY MAP OF TENEMENT AREA