welcome well project
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DARLEX PTY LTD
ANNUAL REPORT
FOR THE PERIOD
24-10- 2013 to 24-10-2014
P37/8354
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BIBLIOGRAPHY
Project Name: WELCOME WELL PROJECT
Tenement Number: P37/8354
Tenement Operator: Darlex Pty Ltd
Tenement Holder: DARLEX PTY LTD
ANDREW HADSON
Report Type: Annual
Report Title: Annual Report for the Period 24-10
- 2013
to 24-10- 2014
Report Period: 24– 10- 2013 – 24-10-2014
Author: Andrew Hadson
Date of Report: 12-10-2014
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FIGURE 1 Locaon plan Tengraph
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FIGURE 2 Locaon plan Topography
FIGURE 3 Locaon plan Topography
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CONTENTS
1.0 SUMMARY / ABSTRACT 6
2.0 LOCATION 7
3.0 GEOLOGY 7
4.0
CONCLUSIONS AND RECOMMENDATIONS 10
5.0 WORK COMPLETED 10
FIGURES
Figure 1: TENGRAPH INDEX MAP 3
Figure 2: LOCATION PLAN 4
Figure 3 LOCATION PLAN 4 Figure 4 TENEMENT GEOLOGY 8
Figure 5 SOIL SAMPLING LOCATION MAP 1 14
Figure 6 SOIL SAMPLING LOCATION MAP 2 14
Figure 7 DETAILED AEROMAGNETICS IMAGE (1VD TMI) 20
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1.0 SUMMARY / ABSTRACT
Location: The Welcome well project is located approx. 40km
East of the township of Leonora,. Access via the Leonora/Laverton road.
Geology: The prospect is located on the eastern edge of the Car-
dinia greenstone succession. The geology comprises a central
anticlinal core of andersites, flanked to the east and west by fine
to coarse grained immature epiclastic sediments derived from fel-sic volcanic centres.
Work Completed:
During the reporting year the Company undertook a desk top re-
view which included an assessment of all WAMEX open file andgeological data as well as reprocessing of available geophysical
for the Project area. Detailed loaming over grid patterns on the
project area were completed. Metal detecting and unrecorded
mineralized zones were also found through conventional but his-
torically proven methods of prospecting. A map was made using
results from a soil sampling program. Results were encouraging.
Conclusions and Recommendations: Further field reconnaissance and geochemical sampling is recom-
mended to further assess the potential of the project area.
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2.0 LOCATION
P37/8354 is located approx. 40km East of the town
of Leonora. Access Via the Leonora/Laverton rd.
40km East along the Leonora-Laverton Rd until the
Melita Station turn. Following the woolshed rd to
the north for 3.7km to the tenement area.
3.0 GEOLOGY
The prospect is located on the eastern edge of the
Cardinia greenstone succession. The geology
comprises a central anticlinal core of andersites,
flanked to the east and west by fine to coarse
grained immature epiclastic sediments derived
from felsic volcanic centres.
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GEOLOGY CONTINUED
Intrusive and extrusive mafic rocks are intercalated with the sedi-
ments. A tightly folded syncline located to the centre of the tene-ment near Welcome well contains exposures of epiclastic con-
glomerates derived from a fluviatile fan environment.
FIGURE 4 Tenement Geology
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4.0 CONCLUSIONS AND RECOMMENDATIONS
Historical exploration over the project area has been limited toprospecting, geological and regolith mapping. Minor rock chip
sampling appears to have been undertaken however there
were no results of significance reported. The Project area has
the potential to host numerous styles of mineralization including
VMS base metals, lode gold, and nickel sulphide. Small scale
historical gold workings are extensive within the region sur-
rounding the project area. Further field reconnaissance and ge-
ochemical sampling is recommended to further assess the po-
tential of the project area.
5.0 WORK COMPLETED
Work done:
During the reporting year the Company undertook a desk top review which in-
cluded an assessment of all WAMEX open file and geological data as well as
reprocessing of available geophysical for the Project area. Detailed loaming
over grid patterns on the project area were completed. Metal detecting and un-
recorded mineralized zones were also found through conventional but histori-
cally proven methods of prospecting. Results were all very encouraging.
The company undertook a “Surface loaming program” over the tenement area,
results are mapped and listed below, 1 Geologists was employed over the re-
ported period to undergo field reconnaissance/ potential target identification/general mapping and desktop assessment of all WAMEX open file and geologi-
cal data. The use of a mobile soil sampling unit also proved very valuable in the
collection of raw data of surface soil anomaly's within the tenement areas.
Throughout the year the company and its representatives have made numerous
field trips to the tenement area. A number of different contractors were em-
ployed 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 identifying gold soil anomaly's.
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MOBILE SOIL TESTING
The mobile soil testing unit is an adaptation to the traditional method of
loaming surface soil for traces of gold and other heavy elements. The tradi-
tional 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 BRONZEWING deposit 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 packageEast of Leonora. 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
existing tracks it is positioned. The Spiral wheel is fed water from a small12v 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 concentrate 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 collections bowl. The concentrates are then tested immediate-
ly with a gold pan to reveal the gold in the sample. The spiral wheel is then
completely rinsed and cleaned 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
recorded 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 col-
lected either on foot or by a small motorbike. The oper-
ator 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 sam-
pling to minimise disturbance to the environment. 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 prepro-gramed GPS unit.
RESULT INTERPRETATION The results listed are
the indications 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 specks Etc.
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AREAS SAMPLED- A grid pattern was designed over tene-
ment area of the Welcome well project. 220m metre North to
South spacing's were used of the entire tenement area.
Samples were recorded every 220 metres North to South
abnd the South to North over the grid pattern,
Sampling was done throughout the year. Plans for a new de-
tailed sampling program over targeted areas is planned. 36
samples were taken in total from the tenement. All were test-
ed for gold.
RESULTS- Results were encour aging, on completion of the soil
sampling, a database was generated. A map was then made high-
light-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 6 was from sample 16 located at E
375918.03 N 6808559.8 it consisted of 7 pinhead size gold parti-cles.
Spiral Wheel
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1) A pattern of gold was discovered in the Eastern part of the
tenement
2) sporadic value were obtained from other areas of the pro-
ject area. More detailed and possibly deeper soil testing is
needed.
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 then South to North along the next grid line to the West.
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FIGURE 5 Soil sample locaons
FIGURE 6 Soil sample locaons (yellow indicang gold value)
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H0005 State WA
H0100 Tenement no/Anual_report_no P37/8354
H0101 Tenement holder Darlex PTY LTD
H0102 Project name Morgan's Shear Project
H0106 Tenement operator Darlex PTY LTD
H0150 250K_map_sheet_number
SH 51
-02
H0151 100K_map_sheet_number 3339-3340
H0152 50K_map_sheet_number
H0153 25K_map_sheet_number
H0200 Start_date_of_data_acquision 24-oct-13
H0201 End_date_of_data_acquision 24-oct-14
H0202 Data_format SG4
H0203 Number_of_data_records 36
H0204 File vericaon List
H0305 SURFQAQC_data_le Surface Sample
H0500 Feature_located GDA94
H0501 Geodec_datum AHD
H0502
Vercal_datum
Map Grid of Australia (MGA)
H0503 Projecon
H0504 Local Grid Name Projected
H0505 Coordinate_system 51
H0506 Projecon_zone GPS
H0507 Surface_locaon_Survey_Instrument Darlex PTY LTD
H0508 Surface_Locaon_Survey_Company
H0509 Surface_Geophysical_Survey_Instrument
H0510 Surface_Geophysical_Survey_Company SOIL
H0511 Sample_Code Soil
H0512 Sample_Type
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Code Easng Northing Zone Comment Value Sample NO.
D SOIL 376286.07 6808559.8 51 0 1
D SOIL 376286.07 6808777.15 51 QTZ LOAM 1 2
D SOIL 376291.87 6809000.29 51 0 3
D SOIL 376288.97 6809217.64 51 0 4
D
SOIL
376291.87
6809437.89
51
0
5
D SOIL 376286.07 6809658.13 51 QTZ IRN 3 6
D SOIL 376271.58 6809881.28 51 SCHIST LOAM 5 7
D SOIL 376262.89 6810098.63 51 0 8
D SOIL 375918.03 6810101.53 51 0 9
D SOIL 375920.93 6809878.38 51 0 10
D SOIL 375918.03 6809658.13 51 0 11
D
SOIL
375915.13
6809440.78
51
0
12
D SOIL 375915.13 6809217.64 51 0 13
D SOIL 375918.03 6808997.39 51 0 14
D SOIL 375918.03 6808777.15 51 QTZ LOAM 2 15
D SOIL 375918.03 6808559.8 51 QTZ LOAM 6 16
D SOIL 375920.93 6808383.02 51 0 17
D SOIL 375549.98 6808342.45 51 0 18
D SOIL 375549.98 6808556.9 51 0 19
D SOIL 375549.98 6808780.04 51 0 20
D SOIL 375547.09 6808994.5 51 SCHIST LOAM 1 21
D SOIL 375549.98 6809214.74 51 0 22
D SOIL 375547.09 6809437.89 51 0 23
D SOIL 375549.98 6809658.13 51 0 24
D SOIL 375547.09 6809881.28 51 0 25
D SOIL 375552.88 6810101.53 51 0 26
D SOIL 375294.96 6810101.53 51 0 27
D SOIL 375292.06 6809875.48 51 0 28
D SOIL 375294.96 6809661.03 51 0 29
D SOIL 375306.55 6809437.89 51 0 30
D SOIL 375300.76 6809220.54 51 0 31
D SOIL 375306.55 6808997.39 51 0 32
D SOIL 375309.45 6808780.04 51 0 33
D
SOIL
375309.45
6808559.8
51
0
34
D SOIL 375312.35 6808339.55 51 0 35
D SOIL 375312.35 6808122.2 51 0 36
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FIGURE 7 Magnec Anomaly