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DEPARTMENT OF
MINERALS AND ENERGY
BUREAU OF MINERAL RESOURCES,
GEOLOGY AND GEOPHYSICS
056138
~
. stud:
1975/46
MOLONGLO PARKWAY, BLACK MOUNTAIN, A. C.T.:
GEOLOGICAL INVESTIGATI ONS, 1974
by
D.C. Purcell and R. Goldsmith
BMR
Record
1975/46
c.4
The information contained in this report has been obtained by the Department of Minerals and Energy
as part of the policy of the Australian Government to assist in the exploration and development of
mineral resources. It may not be published in any form or used in a company prospectus or statement
without the permission in writing ofthe Director. Bureau of Mineral Resources. Geology and Geophysics.
1975/46
MOWN= PARKWAY, BLACK MOUNTAIN, A.C.T.:
GEOLOGICAL INVESTIGATIONS, 1974
by
D.C. Purcell and R. GOldemith
CONTENTS
Page
SUMMARY
INTRODUCTION^
1
GEOLOGICAL INVESTIGATIONS OF ROADCUT SECTIONS ^
2
BLACK MOUNTAIN PENINSULA ^
2
General Geology^
2
Engineering Geology^
2
Excavation conditions^
3
Slope Stability^
3
ACACIA INLET^
6
General Geology^
6
9
Excavation conditions^
10
Slope Stability^
11
GEOLOGICAL INVESTIGATIONS OF TWO ALTERNATIVE QUARRY SITES ^12
INTRODUCTION^
12
QUARRY SITE 2^
13
General Geology^
13
14
QUARRY SITE 4^
15
General Geology^
15
Engineering Geology ^
15
CHEMICAL ANALYSES OF CATCHMENT AND QUARRY ROCKS ^16
CONCLUSIONS AND RECOMMENDATIONS ^
17
BLACK MOUNTAIN PENINSULA ^
17
ACACIA INLET^
18
QUARRY SITES 2 AND 4^
19
1
REFERENCES
1
APPENDIX 1: Definitions
APPENDIX 2: Geological logs of diamond-drill holes
APPENDIX 3: Geochemical analyses of reservoir rocks
FIGURES
1. Location map
1
2. Interpretative geological map of south Black Mountain area
3-7Geo1ogical logs of costeans
PLATES
1. Surface geology - Acacia Inlet to Sullivans Creek
2. Acacia Inlet - interpretative geological section A-B
3. Black Mountain Peninsula - interpretative geological Emotion C-D
4. Seismic cross-sections - traverses 3 and 4
5. Seismic cross-sections - traverses 7 and 17
6. Seismic cross-sections traverses 12, 13, and 14
7. Seismic cross-sections - traverses 15, 16, and 18.
8. Joint stereograms - south Black Mountain area
9. Surface geology 7 Quarry Site 2
10. Surface geology - Quarry Site 4
1
SUMMARY
This report presents the results of geological investigations
carried out in 1974 for the section of the Molonglo Parkway south of
Black Mountain. The investigations were of elope stability and the materials
to be excavated in the roadcuts across Black Mountain Peninsula and adjacent to
Acacia Inlet, and two quarry sites as sources of rock-fill for the embankment
section to be constructed within the margins of Lake Burley Griffin.
The roadcut on Black Mountain Peninsula will be excavated in
slopewash, discontinuous gravel lenses, and the underlying Silurian and
Ordovician mudstones; the limit of mechanical ripping is effected to lie at
depths between 1 and 2 m in Ordovician mudstone and between 1 and 6 m in
Silurian mudstone. Slopes in the slopewash and gravel are generally expected
°
to be stable at angles up to 35 , in the Silurian mudstone at angles up to
°
°
45 , and in the Ordovician mndstone at angles up to 75 ; however, local slope
failure may be encountered in the slopewash and river gravel in areas of
groundwater seepage, and in the mudstone where irregular Shears intersect
joints and faults and initiate some wedge failures.
The roadcut adjacent to Acacia Inlet will be excavated in slopewash
and gravel lenses, with a small section in weathered dacite and quartzite.
°
Batter slopes in all materials are expected to be stable at angles up to 35 ,
and all materials are expected to be rippable without preblasting. Groundwater
seepages in some areas may require drainage in order to control slope failure.
Sufficient quantities of suitable rock-fill can be obtained from both
quarry sites in volcanic rock which is predominantly dacite; however, poor
correlation of the weathering profiles between the results from diamond drilling
and seismic traverses indicate that seismic traverses at the selected site
should be reshot, and that additional diamond drilling carried out. The
fragment sizes of the excavated material are expected to be suitable for the
embankment, and chemical analyses have not detected elements in any quantities
likely to preclude its use as rock—fill or likely to provide a source of
pollution to the lake waters.
Figure 1
SCAlE 1: lOOA)OO
1
r:.a::a: '" A
1
G
S «e H rnt
IHRtutlULHfiBtj
1
I
=
i
0
2
Ouarry site 2
4
1.
I:U O
j;;:::a"
lit
Geochemical sample locality
Record 1975 /46
4
%
!
11
;
4
•
r;
-'-~:
•
A
MP
1_
6.
1:3'"
ALii
'l~
=h
.":::F-o
~
•
1% "*'-,..
10
Acacia Inlet roadcut
Black Mountain Peninsula
roadcut
I55/AJ6j 1292
INTRODUCTION
Following a request from the National Capital Development
Commission (NCDC) the Bureau of Mineral Resources (BMR), in conjunction
with the Department of Housing and Construction (DHC), carried out a"
11
geotechnical study of the proposed Molonglo Parkway alignment from Acacia
Inlet to Sullivans Creek. In addition, two alternative quarry sites were
investigated to determine the suitability of the rock as fill for construction
of an embankment within the lake (Fig. 1).
BMR carried" out detailed outcrop mapping of the route (Fig. 2; Plate 1)1
A program of diamond drilling and costeaning was completed and logged by BMR.
The BMR Engineering Geophysics Group carried out an extensive seismic
refraction survey along sections of the route which are to be excavated;
this survey supplemented an earlier seismic survey by BMR (Bishop & Dolan, 1973).
This report presents the results of investigations carried out on
the proposed Acacia Inlet and Black Mountain Peninsula roadcuts, and the
drilling and seismic investigations by DHC of the two alternative quarry sites.
Laboratory testing of rock core samples from the quarry Sites was carried
out by DHC and the results were reported by McDevitt (1974)1 this report
also contains seismic profiles obtained from the seismic :survey of the quarry
sites by DHC.
The only work by BMR on the lake fill section of the route was
the logging of drill core; these logs have been included in Appendix 2
of this report.
-2-
GEOLOGICAL INVESTIGATIONS OF ROADCUT SECTIONS
BLACK MOUNTAIN PENINSULA
General geology
The surface geology and the locations of drill holes, costeans, and
seismic refraction traverses are Shown in Plate 1.
The bedrock underlying this section of the parkway route is mudstone: grey
State Circle mudstone, which weathers to orange brown, lies to the north of the
east-west fault that cuts Black Mountain Peninsula; it is not as strong as
the blue-grey Pittman mudstone that lies to the south of the fault. The fault
separating the two mudstones is near-vertical but may dip southwards between 70 °
and 90 0 ; the exact nature (width, dip, position, and content) of this fault zone
is not known owing to lack of outcrop in the area.
Rock outcrop along and adjacent to the Parkway alignment is sparse,
and observations on jointing, bedding, and faulting have been limited.
Bedding in the State Circle mudstone generally dips north into Black
Mountain at moderate angles, but attitudes vary over fairly short distances
(see Plate 1). Mudstone in the Pittman Formation is more massive than the
State Circle mudstone; bedding, where it has been observed, generally dips
east to southeast at 30-50 0 .
In both mudstones, joints in any set are generally spaced less than
15 cm. Joint information from rock exposures has been plotted onto
stereograms (Plate 8).
Engineering geology
The interpretative geological section C-D (Plate 3) summarizes the
expected geology, slope stability, and excavation conditions along the top
(north) alignment. The notations on the bottom of Plate 3 refer only to the
south-to-southeast-facing roadcut along the approximate centre-line of top
road alignment. Lateral variation from this section is to be expected.
INTERPRETATIVE
^FIG. 2
GEOLOGICAL MAP OF
SOUTH BLACK MOUNTAIN AREA
0
m;le
Soo
^
1000 Metres
BURLEY^
GRIFFIN
A
REFERENCE
•
QUATERNARY
UPPER
SiluRIAN
LowER
SILMAN
ORDOvicint4
I Alluviurn
1 (la^ ^
Fan3lomerate
suP I
iStbi
ELI
-1:2 Dip and strike of beAdin 3
— Geological boundary, approximate
•
Mount Painter Porpkyry
Esi ckc ic Mo u ntain Sandstone
State Circle Shale
Pittman Formation
••••■•■■•• Fault, position approximate
.....4.oss Fault, inferred
...ow Fault, concealed
CD
Locality of joint Measurements
Topogrophieal coniour, feet
^ Cross secton^Creek
Small deposits of fanslomerate and Scree olong the
southern foot of Black Mountain are not shown.
Record i975146
Drilling results in the form of logs are included in Appendix 2 1
seismic refraction profiles in Plates 4. 7 1 and costean logs in Figures 3 to 5.
,
Excavation conditions. The assessment of excavation conditions is based on
results of seismic surveys, diamond drilling, and costeaning. Results from
the seisuic refraction survey indicate the following velocities for
earth and rock materials:
(i)
300 to 600 m/s represents soil
(ii)
700 to 1200 m/s represents slopewash material (the velocity
depends on the size and number of rock fragments)
(iii) 1300 to 3200 m/s (or greater) represents in situ rock ranging
from highly weathered to fresh.
in situ rock with a seismic velocity of greater than 1300 m/s is generally
considered not to be rippable without preblasting; a velocity of 1300
to 1500 m/e is interpreted as representing highly to moderately weathered
mudstone. Excavation conditions in the area of deepest cut are tabulated in
Plate 3.
In that portion of the route that lies to the south of the fault, depths
to unrippable rock (Pittman mudstone) will generally be between 1 and 2 m;
this depth increases to about 4 in between costeans 4 and 4A, and may be 3 to
4 in in those sections close to the fault.
The mudstone to the north of the fault (State Circle mudstone) is
generally more deeply weathered and is softer and weaker than the Pittman
mudstone. Depths to unrippable mudstone vary from 1 to about 6 in below
present ground 'surface.
asps stability. Slope estimates of stable Parkway batters for the southfacing cuttings along top road alignment appear in Plate 3.
Geological factors affecting stability of the cuts will be:
-4-^
I/
- type of material excavated
- rock structure, particularly bedding and jointing
-
surface water and groundwater
The type of material to be excavated along the Black Mountain
ieninsula section of cut is variable and includes soil, slopewash (scree),
mudstone, and river gravel; the gravel may be confined to the zone uphill
from the centre-line alignment, in the region of costeans
4 and 4A.
11
The batter angles (in degrees from horizontal) tabulated in
Plate
3 as
'most probable' are considered to be conservative.
The slopewash material varies with the percentage volume and size
of rock fragments. Slopewash containing large rock fragments (greater than,
say, 15 cm in diameter or longest axis) is expected to be less stable at a
11
71ven slope angle than alopewaah containinesmaller (up to 15 cm) fragments;
°
however, all slopewash Should be stable at angles below 35 . Groundwater and surfall
water infiltration will decrease the strength of the slopewaah, and may
necessitate lower batter angles. If the parkway batters are not adequately
vegetated, the slopewash material will erode fairly easily. If permeable
gravel or sand lenses occur within the slopewas.h, groundwater may seep from
the cutting during wet periods, and even very low angle batters may slump.
Such aquifers will need to be located during parkway excavation.
The river gravel Shown in Plate
3 was the only gravel detected
during the investigations; when excavated, it is expected to behave in a
similar manner to the slopewath. The gravel is, cemented in places by manganese
and iron oxides, and silica; however, it is generally quite friable with very
little strength or resistance to surface erosion, and, on exposure, is
likely to fret away with time. The gravel and overlying silt exposed in
Costean
4 were dry, and appear to be relatively impermeable as the costean
had been excavated Shortly after prolonged rainfall. The rivet gravel and
11
^
Figure 3
MOLONGLO PARKWAY- COSTEAN LOGS
COSTEAN N°3 BLACK MOUNTAIN PENINSULA
E 26780^N 11290 (approx.)
DEPTH^SKETCH LOG^DESCRIPTION
(metres)
0 ^
SILTY TOPSO/L-red.
1
MUDSTONE -moderately to
slightly weathered.
2
COMMENTS- PIT is DRY - Machine refusal occurred at 1.5 m. The costean
was not deep enough for any conclusion to be made about batter stability. The
mudstone is hard and fairly strong, but closely and randomly jointed. A
possible bedding orientation of 30 ° E/160 ° was obtained. It is thought that a
batter slope of 65-70*(or less) would be stable assuming no unfavorable,
oriented 'greasy' defects are present.
COSTEAN N° 3 A
E 26920^N 11280 ( approx.)
DEPTH
(metres)
SKETCH LOG^DESCRIPTION
0^
SILTY TOPSOIL-red
1
MUDSTONE- moderately
weathered
(some slightly)
2
COMMENTS - PIT DRY. Machine refusal occurred at 1.1 m. Possible bedding
in mudstone at 50° E/160!
I 55/A16/1286
Record 1975/46
11110 SIP IND NM IIIIIIII^1111111ÎIIIIII MIN all 11111 alb ^MI all 11111111^1111111
MOLONGLO PARKWAY - COSTEAN LOGS
^
COSTEAN N°4A BLACK MOUNTAIN PENINSULA
E 27200^N11320 ( approx
^
E 27340^N 11450 (approx)
LOG OF EAST ( WEST FACING) WALL
DEPTH
^
(metres)
DESCRIPTION
SKETCH LOG
DEPTH
SKETCH LOG
DESCRIPTION
(metres)
0
0—
^TOPSOIL ,black
RED SILTY CLAY, sandstone fragments
less than 5cm diam.
SILTY CLAY, red
AS ABOVE, but 7% of Cloy stiffer more compact.
1
TOPSOIL, black
I —
CLAYEY SILT,
2
GREY-PURPLE CLAY, SOME SILT,
grey -purple
fairly still, massive, and
slightly permeable
(c.f. Pit 4 1
2
(Originally o river deposit ?)
(River deposit)
CLEAN GRAVEL ,some silt
matrix.
.^•^.^.^.
3—^0 • 0 ° • 0
RIVER GRAVEL, some
clayey silt motra Portly
LEACHED CLAYEY SILT
.
0
.
0 0 • -• ° • 0•
cemented in places by iron
and manganese oxides
cloy-sat matrix. Quartz
grove/ gen< 2-3cm diameter.
.
• 0^0 • 0^•
0
0 0 ' o
3
RIVER GRAVEL-friable
MIJOSTONE, moderately
0
weathered.
4—
Grovel becomes coarser be/ow
about 4in (up P0/5 cm diameter)
5—
COMMENTS PIT DRY. - Stood up well when excavated. The gravel is only very loosely
cemented and is friable; would erode away on exposure and probably undermine material above The gravel would probably be fairly permeable.
COMMENTS: Machine refusal at 3.7 m Costean walls damp;
seeping in places. Gravel thinning rapidly to south . side of
.
.
costean(i.e. downhill).
Less stable than costean 4 owing to 'wetness
Clayey silt overlying gravel fairly permeable also A road
batter in this material would almost certanly slump with
prolongedêxposure.
I 55/AI6/1287
Record 1975/46
MS MID IMO MS MI NIP OS all ell OM NIP INS ^MIS la IIIII IMO Al MI OS
MOLONGLO PARKWAY — COSTEAN LOGS
E 28300 N 11 980 (approx.)
(LOG OF WEST WALL )
E 27600 N11540 (approx.)
(LOG OF NORTH WALL)
DEPTH^SKETCH LOG^DESCRIPTION
(metres)
o—
TOPSOIL, block,orgonic
DEPTH^SKETCH LOG
(metres)
0—•
•
ML/DSTONE, moderately
weathered
.
0
• --^•^•^-
• • .•
o
0.
. *. . -
•
SLOPEWASH
sandstone frogs. 5 /0 cm
in size, up to 25 cm,
•
)
d
grey a ye//ow mottled
clay as matrix
0
SCREE, sandstone frogs.
/5-20 cm, up to 50 cm.
(long axis down dip)
e“.,
^/Th
0,.
3567:5
Q . - • ___
• •^
C:7
. •
0^- • .^-
• • 0 •• • • .^-
. •^
some clay on these planes.
Machine refusal at 1.5 m.
-^
:
.•
•
COMMENTS : Costean dry.
Mudstone bedded at 75 0 N/025?
(could be cleavage);
Stable to 1.5 m. Would probably be fairly
stable at greater depth and fairly steep
slopes (up to 60 0 ?)• Ultimate stability will
depend on defect continuity, orlentotion and
.• SILTY CLAY, red,
_sandstone fragments
•••••••^•
2 —
DESCRIPTION
TOPSOIL, black ,OM.
SLOPEWASH
Small sandstone fragments
in a red silty clay
I —
^
•^•
2•
•
• •^•^•^•
RED AND GREY
morrLED CLAY
.^•
Mostly red, grey mottles
o^clay a silty cloy.
0 • •^ Some scree ; sandstone
0
pieces average 5 cm.
Irregular
Surface
SHALE .- medium brown,
4— 0
condition of surfaces. (See text)
o
5—
o^
o •
.
0 •^0
n-oderotely to highly
weathered, c/ose/y
fractured a jointed.
Bedding 40°N/025°
COMMENTS :Machine refusal at 3m (in scree ) on downhill^side , and 5m ( in shale )
^
onûphill side.^Pi t dry.
Stable to bottom, except the coarse scree horizon. Sandstone blocks may erode out
with time and undermine the soil above.
Record 1975/46^
155/A16/1268
-5-
clayey silt exposed in Costean 4A (about 60 m northeast of Costean 4) were
wet, with seepage into the excavation; this seepage is expected to increase
after heavy rain. The stability (or strength) of the silty layer immediately.
above the gravel in Costean 4A would decrease when saturated (more so than
the gravel), and quick conditions could develop and result in partial batter
failure, even with a very low batter slope. Should this possibility be
observed an excavation, remedial action should be undertaken to enhance
stability.
Bedding attitudes in the State Circle mudstone are variable but are
generally between 40 ° and 60 ° into Black Mountain (northwest to northeast).
The stability of north-facing cuts will be controlled primarily by the
attitude of bedding and the condition of the bedding surfaces.. The stability
of south-facing cuts will be primarily controlled by the continuity of open
or greasy joints, or both, dipping southwards (roughly normal to bedding);
wedge-type failures may occur (Table 1). Bedding and joint orientations have
been plotted as sterographic projections (Plate 8). Plot 1 of Plate 8
represents joint and bedding orientations in State Circle mudstone;
set 2" (082°/42°N) represents bedding. The formation of wedge-shaped blocks
by the intersection of joint sets or bedding planes is assessed in Table 1.
The mudstone of the Pittman Formation, south of the fault (Plate 1),
is more massive and generally stronger than the State Circle mudstone. Bedding
dips generally to the east at between 40 0 and 60 ; this is considered as being
generally at a favourable orientation as regards cut stability. The stability
of cuts in the Pittman mudstone will be controlled by jointing rather than
bedding, provided that the easterly direction of dip is Consistent across
the Peninsula area. Plot 3 of Plate 8 summarizes the rock defects observed in
the Pittman mudstone. An assessment of this plot is made in Table 2.
-6-
The greatest thickness of mudstone in the parkway cut will be
between costean 3 and costean 4, where up to about 3 metres is expected
(Plate 3).
The exact nature of the fault separating the State Circle and
Pittman mudstones is not known. The width of the fault might range between
1 and 5 m; seismic profile 3 indicates that rock in the fault zone is more
deeply weathered than the surrounding rock (Plate 4). The attitude of
the fault is not known but it probably dips between 70 0 90
o
to the south.
The effect of this fault on cut stability will depend an its attitude
and the nature of the disrupted material; it is likely to affect the
stability of the top alignment cutting and may be the major factor in the
determination of the slope angle of the cut in some Sections.
ACACIA INLET
General geology
The surface geology together with the locations of drill holes,
costeans, and seismic refraction traverses is shown on Plate 1.
The proposed Acacia Inlet roadcut traverses an area underlain by
dacite, quartzite, and sandstone. The relationships between the rock types
can he seen in Plates 1 and 2. The bedrock geology is dominated by the
Deakin Fault, which strikes at 140
° and dips steeply to the west. Mount
Painter Porphyry (Upper Silurian) occurs to the west of the fault; the
porphyry is a blue—grey dacite and outcrop is poor. To the east of the
fault zone is a thin sequence of Pittman Formation quartzite (Ordovician).
Black Mountain Sandstone (Lower Silurian) is separated from the quartzite
by another fault; it is a grey quartzose sandstone and crops out on steep
slopes northeast of the proposed alignment.
ell MO MP SW 11111ÔS INN MO OS I. NMI IMO OS NIS =II INN BIM MIR IISS
TABLE 1. STABILITY OF Cut SLOPES IN STATE CIRCLE MUDSTONE
BEDDING 45 °N/080 °^JOINTING
°
°
°
SET 1 50 SW/130 ^'SET 3 85 SE/050
May result in
planar failure
along bedding
plane surfaces
in north-facing
cuts
STATE
CIRCLE
MUDSTONE
- North-facing cuts
No affect
Little or no affect South-facing cuts
on stability of
Forms wedges with sets
south-facing cuts
3 and 4, plunging south
between 45 - 50 •
Possibility also of
planar fsilure at
about 40
°^SET 4 45°S/090°
North-facing cuts
- North-facing cuts
Little or no affect
an a sloe of up to
about 80 - possibly
some minor toppling
on steep slopes.
No affect
South-facing cuts
South-facing cuts
Forms
I. and
south
about
Planar failure the most
likely. Some wedging
occurs with sets 1 and 3
wedges with sets
4, plunging
tosouthwest
at
o
50 •
CONCLUSIONS: Although wedge-type failures will occur they will be minor. North-facing cuts will
be controlled by bedding more than jointing. South-facing cuts will be controlled more by
joiinting (planar or wedge-type failures). 0 North-faclng cuts will probably be stable at angles
45 ; south-facing cuts generally at 45 (Up to 50 in places).
NOTES: 1. The figures given in the conclusions are considered conservative.
2. Continuity and condition of joint surfaces not known in great detail, but will be
of great importance to slope stability.
3. Joint attitudes near the fault may differ from the sets studied above.
TABLE 2. STABILITY OF CUT SLOPES IN PITTMAN MUDSTONE
BEDDING
30-50 0 E/005 0^JOINTING
SET 1 85 °SW/125
o^SET
2 45 °W/O10 °^SET 3 80 °E/005 °
North-facing cuts
PITTMAN
MUDSTONE
Little or no
effect as strike
near normal to
parkway alignment.
Some minor toppling
might occur.
Minor planar
failure could occur
on east side of
the Peninsula
where alignment
strikes northeast.
Soutil-facing cuts
Does not constitute
a problem on own.
Forme a wedge block
plunging at 75
with Set 3. Cut
probably stable at
This set strikes nearly
normal to parkway
alignment and no major
problems are envisaged
on either north-facing
or south-facing cuts.
Minor planar failure
might occur an east
side of the Peninsula
where alignment strikes
north-east.
Does not constitute a
problem on its own. Forms
a wedge with Set 1.
75.
CONCLUSIONS: In he areas of deepest cut the Pittman mudstone appears to be generally stable at angles
of up to about 75 (north-facing and south-facing ties). Where the Parkway alignment strikes north-east
some planar failure could occur, mainly at about 45 •
NOTES: 1. The figures given in the conclusions are considered conservative.
2. Continuity and condition of joint surfaces not known in great detail, but will
be of great importance to slope stability.
3. Joint attitudes near the fault may differ from the sets studied above.
-111..111M•
11111^1111 MI ill ONII 1111 îll11 in^
1118 11111 1111111 11111 11111 NIS MS IN 111111
In the area of the proposed alignment unconsolidated surficial
deposits occur to a depth of 10 to 15 m, except in the region of diamonddrill hole A2. These deposits occur on a relatively flat outwash fan at the
base of Black Mountain and consist of topsoil, slopewash, and discontinuous
river gravel deposits.
The slopewash is of two main types. In the western part of the
section it consists of coarse angular sandstone fragments from 1 to 50 cm
in size set in a matrix of sand, silt and clay (Fig. 6)4 this has been
called fanglomerate by Opik (1958). The slopewash in the southeastern
part of the section near costean 2 and drill hole A3 is much finer-grained
and has more matrix than the fanglomerate; it consists of about 9 m of clay
and silt, with small angular rock fragments making up roughly 30 percent of
the slopewash (Fig. 7).
Within the slopewaah are a number of sand and gravel deposits 1 to
2 m thick, but their lateral extent is not known. They are probably remnant
terraces of the Molonglo River. In drill hole A3 the gravel horizons were
intersected at 1820 and 1840 feet R.L. These cannot be correlated with the
gravels exposed in costeans 4 and 4A in Black Mountain Peninsula as the
latter occur at 1880 feet R.L. (40 to 60 feet higher). Other gravel lenses
may occur elsewhere in Acacia Inlet but this is unlikely.
Engineering _geology
The interpretative geological section A-B (Plate 2) summarizes the
expected geologyi stability, and excavation conditions along the top alignment.
The notations on the bottom of Plate 2 refer only to the south-facing roadcut
along the approximate centre-line of the top road alignment.
Figure 6
MOLONGLO PARKWAY — CO STE A N LO GS
(EXCAVATED BY RUBBER TYRED DROTT 40 CRUZ— AIR )
COSTEAN N°1 ACACIA INLET
E 24120^N 11290 (approx.)
LOG OF NORTH FACE ( UPHILL SIDE)
DEPTH
(metres)
SKETCH LOG
0
DESCRIPTIO N
Topsoil and scree; sandstone
fragments generally less Man
/0 cm in diameter
SLOPE WA SH
(Possible quarry fill material)
2
Sandstone fragments occur
in red sandy cloy matrix
which is fairly friable.
Sandstone fragments generally
hard and siliceous and mostly
less than /5cm in diameter.
4
Larger boulders occur be/ow
about 4m (up to 60 cm diam.)
The sandstone fragments
5
make up) 60% of material
excavated
NOTE :Machine refusal
6
was not reached
in this costean.
Easily excavated
to final depth.
COMMENTS: Pit DRY. The near-vertical walls of the costean stood up well
for the half - day it was open ( before bockfilling ). The red sandy clay
matrix does not bind the sandstone fragments very well ; the whole profile can be described as FRIABLE and easily eroded on exposure. If
saturated with water, slumping of a batter would almost certainly occur
if the batter angle is too steep.
155/A16/1284
Record 075/46
Figure 7
MOLONGLO PARKWAY - COSTEAN LOGS
(EXCAVATED BY RUBBER TYRED DROTT 40 CRUZ- AIR )
COSTEAN N°2 ACACIA INLET
E 24340 N11230 (approx.)
LOG OF NORTH FACE (UPHILL SIDE
DEPTH
(metres)
SKETCH LOG
0
DESCRIPTION
TOPSOIL- black, organic.
SANDY CLAY, red brown
SILTY RED CL Ay, plastic, some OM
GREY & RED MOrnED CLAYAngular sandstone fragments
(Ay. 5cm diam.)
RED-GREY MOTTLED CLAYsmall sandstone fragments
3
a.
-J
YELLOW-GREY MOTTLED CLAYsmall sandstone fragments
4
RED-GREY MOTTLED CL AY smolt sandstone fragments
5
NOTE :Machine refusal
NOTE: Sandstone fragments
make up about 30% of
material excavated.
was not reached
in this costean.
Easily excavated
to final depth.
COMMENTS: This costean is more stable than N°1 and less erodable.
The slopewash is more cohesive and much less friable. Sandstone
fragments smaller than in Pit I. The costean is dry and its vertical
walls stood well before backfilling. ^
Record 1975/46
1 55/A16/12 85
-10-
Details of drilling results of holes A1, A2, and A3 in the form of
logs appear in Appendix 2, seismic refraction profiles in Plate 4, and costean
logs in Figures
6 and 7.
Excavation conditions. The assessment of excavation conditions is based on
results of seismic surveys, diamond drilling, and oosteaning.
Results from
the seismic refraction survey indicate that the following velocity-material
correlations exists
(i)
300 to 400 m{s represent. topsoil
(ii)
700 .to 1400 m/s represents highly to completely Vleathered
dacite and quartzite
(iii)
1100 to '1600 .ta represents slope.ash and scree material,
the velocity depending
aD
the size 'and number of rock
fragments
(iv)
1800 to 3500 ';8 r.pr....nts in situ rook, which ranges from
moderately weathered to fre ••
If the parkway excavation is lese than 10 m deep it should
be in unconsolidated material, except for isolated zones of hard rock
adjacent to the Deakin F8l1l.t.
The topsoil, gravel and slopewaah should be easily exoavated by
mechanical means without blastillg. Large bOl1lders in the fanglomerate on'
the western end may be difficult to remove;
at the eastern end the compact
clayey soil might becOll8 quite boggy if saturated.
.!
In the region of drill hole Al and costean 1 is an old quarry site,
excavated into the dacite beneath the fanglomerate. The rock from the
quarry was used as armour for the section of Lady Denman Drive adjacent to
the lake. Excavation conditions in this area are expected to be the same
as in the undisturbed fanglamerate to the west.
The only area where surficial deposits are thin is near drill hole
A2. Here, topsoil and slopewabh is 3 to 4 m thick and is similar in
texture to the finer alopewaeh of the eastern end. Below this, highly
to completely weathered dacite occurs to a depth of about 10 m. The
rock is friable and Should be rippable; however, resistant zones of
moderately weathered rock up to 60 cm thick may be encountered (see log of
drill hole A2). The quartzite Should be rippable to the required depth, but
resistant quartz veins and silicified fault breccia may need blasting.
Slope stability. Estimates of stable slopes for the parkway batter for the southfacing cuttings along top road alignment appear in Plate 2.
Geological factors affecting stability of the cuts in the slopewadh
have been discussed earlier in relation to the Black Mountain Peninsula cut
and may be applied here; however, in the Acacia Inlet area the anglomerate
has a greater proportion of rock fragments in excess of 15 cm diameter than other
areas. Vegetation cover and a coating of tar on existing cuts in the area has
controlled erosion.
Sandy gravel lenses were intersected in drill hole A3 from 1 to 3 m
and from 8 to 9 m. These lenses could act as aquifers within the clayey
slopewash and, if exposed on the batter slope, water draining from them may
erode the slope below. Matrix in the gravel may be removed by groundwater
movement, leaving a relatively unstable gravel with no fines. In dry periods
the gravel might fret away through lack of matrix or cement between the gravel
particles. The clayey Slopewaah above and below Should be more stable, and
the slope profile may develop a concave form within the gravel.
-12-
The dacite is massive and irregularly weathered. In the region
of drill hole A2 the stability of the batter will be determined mainly by the
degree of weathering. Any rock defects (such as joints) are expected to be
of secondary importance as the dacite is expected to be generally highly to
completely weathered. The drill core of A2 shows mainly horizontal joints
but their continuity is not known; however, they would not be expected to
greatly affect the slope stability. There is no information regarding the
strike of any of the inclined defects.
The trace of the Deakin Fault intersects the alignment roughly
5 in east of drill hole A2 (Plate 1); another inferred fault occurs roughly 3 in
farther east. These faults are not expected to have any significant affect on
slope stability as they are favourably displaced in relation to the road
alignment, and the roadcut will be Shallow.
GEOLOGICAL INVESTIGATIONS OF TWO ALTERNATIVE QUARRY SITES
INTRODUCTION^
11
A preliminary assessment of four alternative quarry sites to supply
rock-fill in Lake Burley Griffin was carried out in February 1973. Two of
the proposed sites were then selected for more detailed investigations,
namely sites 2 and 4.
Alternative sites 2 and 4 were teet-boredby the Department of^1/
Housing and Construction (DHC) and the rock cores logged and interpreted by
BMR. DHC also carried out seismic refraction surveys of both sites (McDevitt, 197
1
-1 3-
Rock obtained from diamond drilling was tested by DHC. The
following tests were carried out: weathering tests
specific gravity and water absorption
chemical analyses
X-ray diffraction
unconfined compressive strength
classification of soil overburden
petrographic analyses
All the above tests have been fully reported McDevitt (1974); this
report includes drill hole logs and photographs and the seismic refraction
profiles.
In addition to those tests carried out by DEC on drill core samples,
BMR performed chemical analyses of samples of rock formations presently
in contact with waters of Lake Burley Griffin. These testa were carried
out to determine whether the rock from either quarry site (2 or 4) would
introduce any different and harmful chemicals into the Lake other than those
already being introduced by reservoir or catchment rock. Results of the BMR
tests appear in Appendix
3.
The location of the two alternative quarry sites as well as the
location of samples taken for chemical analysis by BMR are shown in Figure
QUARRY SITE 2
General ReologY
The rock at this site (Plate 9) is a blue-grey dacite
l
not apparently
bedded of the Upper Silurian Deakin Volcanics. A thin shale bed occurs on the
°
east side of the hill and dips to the southwest at about 35 . To the east
of the proposed quarry site volcanic rocks are interbedded with shale and
sandstone.
No major sheared or fracture zones are known to cross the site and
although some shears were intersected by drill holes they are considered
insignificant when assessing the suitability (quality) of the rock.
Engineering ReaORY
DEIC drilled 6 diamond-drill holes and carried out four seismic
refraction traverses.
Generally there is a poor correlation between diamond drilling
and seismic results, and assessment of the suitability of the site has
relied almost entirely on the drilling results.
Rock recovered during drilling indicates that, where the dacite is
moderately weathered or less weathered, the rock is generally hard and strong
with no major defects; joints are generally closely to moderately spaced
and some occasional narrow sheared or fractured zones occur. Slightly weathered
to fresh rock' occurs, on average, about 14 m below ground surface, although
in the region of holes 4 and 5 (northwest corner of site) the depth to
slightly weathered or fresh rock decreases to between 6 and 7.5 m. Depth to
fresh rock in hole 6 exceeds 24 m.
even the highest-quality rock obtainable from this site would apparently
rarely produce blocks greater in size than 0.03 m3, although larger fragments
might be expected (up to 1 m 3 ) in highly competent rock near the base of the
quarry. Fracture spacings observed during drilling indicate that blocks between
0.027 and 0.03 m3 would generally be obtained below about 10 m from ground
surface.
-1 5-
QUARRY SITE 4
.-11—
GE aera
-26.8221.2a
The rock at this site is a bluish-grey dacite or rhyodacite of the
Upper Silurian Mount Painter Porphyry. The rock appears massive in places
at the site although rock recovered in drill holes 6 and 7 dhows banding
or bedding dipping between 20 0 and 35 0 (probably to the southwest). Plate 10
shows the location of the site and outcrop geology.
No major faults are known to cross the site; however, some shearing
and fracturing was intersected, particularly in drill holes 4 and 6 (Appendix 2).
Engineering
geology
DHC drilled 4 diamond-drill holes and carried out 5 seismic refraction
traverses. Correlation between drilling and seismic results appears more
reliable at this site than at Site 2 although discrepancies still exist. The
best correlation is where the change from weathered to fresh rock in the
weathering profile is sharp; for example, drill hole 5 and traverse E,F,
and drill hole 4 and traverse G-44. Poor correlation exists between drill hole 6
and traverse A-B, and between drill hole 7 and traverse C-D.
In some traverses the highest velocity is as low as 2150 m/a,
which would probably represent moderately weathered rock. It appears from
the correlations between drilling and seismic results that rock with a
velocity of about 5000 m/a (or greater) represents fresh rock. However,
previous experience with similar rocks in the Canberra area dhow that velocities
of greater than about 4000 m/i represent fresh rock. This would appear to
indicate that (a) the deeper refractor representing it* rock was not always
detected in this survey or (b) that some of the higher velocities obtained
are optimistic. A reinterpretation of seismic results would seem appropriate,
and, if this is not conclusive, then the traverses should be reshot.
-1 6-
Weathering of the rock at this site is much less irregular than at
Site 2. Moderately weathered rock is generally fairly hard and strong;
cores recovered from drill holes 4 and 6 dhow that the quality of rock
is generally good except for sections of core weakened by steeply dipping
poorly cemented fractures and shears. The quantities of rock at this
site that are badly affected by fracturing and Shearing are not known but
have been estimated to be less than 10 to 15 percent; additional drilling
would be required to prove the quality of the rock over the whole site. iihen
blasted, this fractured rock would probably break up into fairly small angular
Shaped fragments.
Slightly weathered or fresh rock occurs on average about 10 m
below present ground surface, although an the higher portion of the site from
traverse E-F to G41 the depths to fresh rock would appear to be much less
(see logs of holes 4 and 5, Appendix 2, and the seismic profiles E-41 and
G-16/ in McDevitt 1974).
Fracture spacing observed in the drill cores indicates that block
sizes of 0.03 m3 would generally be available from depths exceeding about 12 m,
although blocks in excess of 1 m3 could be obtained in places. It is thought
that the closely spaced fractures observed in drill holes 4 and 6 are not
widespread and that the general fragment size obtainable from this quarry
site would exceed that from Site 2.
CHEMICAL ANALYSES OF CATCHMENT AND QUARRY ROCKS
Chemical analyses were made of rocks in contact with Lake Burley
Griffin or cropping out in the immediate drainage area, and of one sample from
Quarry Site 2. The purpose was to determine whether the proposed lake-fill
rock material would have a similar chemical composition to rocks at present
in contact with the lake water.
-17-
Six samples were collected for testing and their location is
shown in Figure 1. The BMR Metalliferous Laboratory carried out atomic
absorption spectrophotometry and X-ray fluorescence spectrometry; the
results are shown in Appendix 3.
The sample from Quarry Site 2 has a typical dacitic composition and
should not introduce any elements detrimental to the lake water. The
concentrations of cobalt, lead, and zinc are all well below toxic levels and
cadmium was not detected. A similar result would be expected from Quarry
Site 4 rock although test results are not yet available.
CONCLUSIONS AND RECOMMENDATIONS
BLACK MOUNTAIN PENINSULA
1) The parkway cutting will be excavated in slopewash, mudstone, and
some discontinuous river gravel horizons.
2) Pittman mudstone will generally not be rippable1-2 m below natural
surface; however, up to 4 m of material will be rippable in the region of
costeans 4 and 4A, where alluvium overlies unrippable mudstone.
3) State Circle mudatone is generally more weathered near the surface
than the Pittman mudstone; however, weathering is variable and depths to
unrippable rock will range from 1 to 6 m below natural surface.
4) Roadcuts in slopewabh material are expected to be stable at
0
angles below 55 , provided groundwater seepage is controlled and steps are
taken to minimize surface water erosion.
5) The river gravel has stability characteristics similar to the
slopewash material, but may have a tendency to fret away on exposure. If
saturated, the silty layer above the gravels may slump, resulting in partial
failure of the batter.
6) Stability of south-facing cuts in the State Circle mudstone will
be controlled primarily by jointing, and should be stable at angles up to
45 0 to 50 0 . Stability of north-facing cuts will be primarily controlled by
bedding and Should be stable at angles up to 45°.
-18-
7) North-facing and south-facing cuts in the Pittman mudstone appear
to be stable at angles up to 75 ° . Where the parkway alignment strikes northeast
some planar failure along beddinglaaneszmight occur at about 45 ° .
8) The exact nature of the fault separating the two mudstones is not
known, but the fault is expected to reduce the stability of part of the top
alignment cutting.
9) During excavations of the cuttings the exposed geology and groundwater
conditions Should be mapped, and the factors affecting immediate and future
slope stability Should be constantly reviewed and the stability of slopes reassessed"
ACACIA INLET
1) The parkway cutting will be excavated in slopewash discontinuous river
gravel horizons and a small area of weathered dacite and quartzite.
2) All material to be excavated will generally be rippable without
preblasting.
3) Batter slopes in slopewash material are expected to be stable at
angles below 35 ° , provided groundwater is controlled and measures are taken
to control surface water erosion.
4) The gravel lenses will behave in a similar manner to the slopewash
material but may fret away gradually on exposure.
5) No stability problems Should arise in the dacite and quartzite with
a batter slope of 35
0
or less.
6) During excavations of the cuttings a close check Should be kept on the
geology, and the factors affecting immediate and future slope stability Should
be constantly reviewed and the stability of elopes reassessed.
-19-
QUARRY SITES 2 AND 4
1) Sufficient quantities of suitable rock can be obtained from
either Site 2 or Site 4.
2) Both quarry sites are composed of dacite, although at Site 4
the rock tends in places to rhyodacite in composition.
3) No major sheared or fractured zones are known to cross either
site but some localized fracturing and shearing occurs at Site 4.
4) Seismic survey results across both sites generally show poor
correlation with the drilling results, and the traverses should be reshot,
particularly those of Site Wif it is the most favoured site (for reasons other
than geological suitability). If Site 2 is to be seriously considered, the seismic
traverses should be reshot.
5) Slightly weathered or fresh rock occurs on average about 14 m
below ground surface at Site 2 and about 10 m at Site 4. Weathering generally
appears deeper and more irregular at Site 2 than at Site 4.
6) On blasting, fragment sizes obtainable below about 10 m should be
mostly near 0.03 m3 at both sites. Larger blocks of around 1 m 3 should be
obtainable from either site, at greater depths (particularly from Site 4).
7) Before either quarry site is exploited further diamond drilling
is required. An additional 6 to 8 holes for Site 4, and 2 to 3 for Site 2,
are envisaged.
8) Chemical analysis of a sample from Quarry Site 2 indicates that
elements in quantities detrimental to the environment would not be introduced
if the rockAs used as lake-fill. A similar result would be expected from rock
at Quarry Site 4, but chemical analyses of drill core samples should be carried
out if additional drilling is undertaken.
-20REF'ER.ENCES
BISHOP,^& DOLAN, B.H., 1973
-
Molanglo Freeway, Black Mountain, A.C.T.,
seismic survey, 1972. Bur. Miner. Resour, Aunt. Rec. 1973/9 (unpubl.).
McDEVITT, W., 1974 - Molonglo Parkway site investigation, Stage 1:
quarry investigation and laboratory testing. Central Testing Res. Labs.
Tech. Rep. 137.
OPIK, A.A., 1958 - The geology of the Canberra City district. Bur. Miner.
Re sour. Ant. Bull,. 32.
APPENDIX 1
DEFINITIONS
Grainsizo
I mm to 4 mm in diameter
- 14 mm to 1 mm in diameter
- less than 14 mm in diameter
Coarse-grained
Medium-grained
Fine-grained
-
Laminated
Thinly bedded
Thibkly bedded
-
less than 10 mm thick
10 mm to 100 mm thick
greater than 100 mm thick
-
impossible to scratch with knife blade
shallow scratches with knife blade
deep scratches with knife blade
Bedding
Hardness of Rock
Herd to very hard
Moderately hard
Soft
Percussive Strengty of Rock Core
Strang to very
strong
Moderately strong
Weak
cannot be broken by repeated blows with
a hammer
- rock breaks after 3 or 4 heavy blows with
a hammer
- rock breaks after 1 blow with hammer
(includes brittle, fissile, friable, plastic,
and flaky rocks)
Joint Spacing
Very close
Close
Moderately close
Wide
Very wide
-
joints spaces
joints spaced
joints spaced
joints spaced
joints spaced
(greater than
less than 2 inches (5 cm)
2 inches to 1 foot (5 cm to 30cm
1 foot to 3 feet (30 cm to 1 m)
3 feet to 10 feet (1 in to 3 m)
greater than 10 feet
3 m)
Joint Aperture
This describes the amount of separation of the joint surfaces. Joints
may be open or tight. If two joint faces fit perfectly, the joint in the
rock mass was probably tight (or closed). However, if they do not fit,
the joint was probably open, or possibly filled with clay that has been
washed away during drilling.
Weathering of Hock
Fresh
Fresh stained
▪
Slightly weathered
Moderately weathered
Highly weathered
Completely weathered
▪
no discolouration or loss in strength
limonitic staining along fractures, rock
noticeably lower in strength than the
fresh rock
rock is slightly discoloured, but not
noticeably lower in strength than the
fresh rock
rock is discoloured and noticeably
weakened; N-size drill core generally
cannot be broken by hand across the
rock fabric
rock is discoloured and weathered; N-size
drill core can generally be broken by
hand across the rock fabric
rock is decomposed to a soil, but the
original rock fabric is mostly preserved.
APPENDIX 2
GEOLOGICAL LOGS OF DIAMOND-DRILL HOLES
_
BUREAU OF MINERAL RESOURCES,^PROJECT^MOLONG-4.0 PAeKle./PlY
' GEO,OGY 8. GEOPHYSICS^ LOCATIONÂCACI q^421:0.1:› CUT
GE.OLOGICT-t. 00 OF DRILL HOLE
ANGLE FROM HORIZONTAL
COORDINATES
e2 S 9, 9
(8) _
90 %
111 //ÊS
iHOLE NO
I (A
DIRECTION
R L OF COLLAR
I 8 6 .2 If
I SHEET
Detect Frequency
clb-l—r- r_ ::' r . •
k ' y be
;a
Fracture
Descr.ptton^c.^F.j^
Structures
Int•rc•pt Artgl•
ord
Log ROD^
..6^
7
^
ength,etc
y.C.LLIOut
,
6
tr
0^30^60^so so joults,velnk,seams,toults,etc
l Degree ct Weathering ^L■tholug
g7
Poc
6- ) i^
:^
^
e.
6 I2
--.--
CVVel
-r04>S01L 4scp-EE
I
OF
illWater Pressure
Test Losses
3^(LUgeons)
•
Le•
- -^
t..41..11
t- tO
•a_^1 . -t I
IÎ
a
_
4
ScREE
4.
mcss
^
FANCrLo RAT./
C
SC R.
.2 - ss-^.
e
1667
4
6
seZ
A,. ear eic
0 0.,^ra.J. - 6 tst.4...
CI —4.9).
A.:NA ¶v4.141.
5 AN C , ATI
.
41,
4
c t 40.4.
-
Cr (7-ANI L
r-Araa,4.0mertorrE(sc E a)
1~4%. etc. texas
Hy c try ..
rtocAIL^rs.Atio
&Lady
^4547 Le 4trils..
1 344.44..:.... ol 1.■•••^La*
PrIstrA.
-
2
1.6o-t4.%% jr. luttim o+ 6o.ite
E 0
Water Pressure Tests
Notes
Drill type
• va/ues in higeons should be read
in conjunction with computation
Beckfing and Joint Planes .- Any/es or• meosureq r•lOtir• too pions normal to the core oils; sheets rest sections ore indicated
by blocked in strips.
Defect Frequency - Number of natural defects (shears, joints,froct urge) per 25cm of
Froctur• Log - Number of fracture., Ow 25cm 0/ core. Zones of core lose blearld
Feed
LC
Core barrel type^
Driller^0
. 14 .0
Commenced
G^4-
Completed^11- 744
1
core occurring of specified intercept ong/• tong..
Water Level Meosurements -^Ley./ when'hol• in progress at specified depth.
--31- Levi/ in completed hole on specified dots
Core Photograph Negative No
Depth (tn)^Black Ek White^Colour
Logged by f2.C.Q11.4t441:41,
ver t , ca I scale
_
Record 1975/46
Checked
by U4°444.041(_
A16/1341
III (Pi) / 46
GEOLOGY GrOPHYS:CS
GEOLOGICAL LOG OF
Roc • T rCe
ond
PROJECT
DRILL HOLE
t1 oON&LO PARK Ay
AciÎNLET^R,0AOCVT
ANGLE FROM ROTZONTAL (3) -
9 °
c^.<5^.itt^,,actur.
corour,stre N th, oft^
0^
e^
2.6^
8
Log
I HOLE NO
DIRECTION
R L OF COLLAR _136 •
9
GHEE T
1 OF I
1
Detect Frequency
ROD
2
72(2 )
.-
COORDINOTE5 E -4 4in'
00
ak
04.1r r ip!lOrt
Degree at Weathering
^
LOCATION AC
16 61-v„, 0,,, Pressure
S u c tu r e
Intercept Angle
Test Losses
0^30^60^BO 90 Joints.vetris.seorns,foults,etc^3^fLugeons) • I
6^m•
- •^•
ff
1.2"."44 y^bcr...cto..^
-.A F....A
ToP,ot
•
5c-R-EE
I
-
, otED
i
5
11.1- er C LAY
rr14
At4c•u L
FAS
AR.
2 -
5.AND'Exo
cFiz."&meNFT'S
..14011044
MW^
bii Puct'sr
s
;Al
z
C twr;41, Woe c i-s
..^
4
4
61
.^.
f-f.1 1.1/47 14.1.•+ .7_^1113‘stit
-falctsp.me^cr ys ks ‘,1 44,^5re.a."-Tt
M‘..1
Z^1-R4 -cw
tu
tu
■•••••■•••■
vv
C
24.;,4
..1)
13..coak -Gra-Lino*.
zal .4.i•
L^te..c.44 „,,it Su
CtP
^sn^
t.,....r^reAtsa
^ cis,ps 0+
Ne
m..41
'4'..j
r* 414.
k,,...* ,s_gy 4reat hp... 41
1.44;a
6....4.
41.-^444. Ls
tot v./
^-
:y,...:t c_Lsy
4...y
Cr u*Let
^
r eat^,
2 4.. 44..41e.
4 .^
OSA^
C e1.7 )
-f^
^
ber„,,s,^Cr‘;.1014). a‘•air
4 --^ s Leal
100 4
ki*J — CLAJ
0
Cc t#.
^ leYâp^
3
1. 6•W oe" 40,4 " •
4Is
MLA)
A
Cwv^ 445
—^,
c tasy^00.4•Jort.
1007.
2"
34AZ...a fr..^41.4.43.1
V
END or
Irtogi,*^44
grn
K oe^.'"•••••••
'it • 2 1-A.
r a-4
ii—^
I
(y
vimmods, .
<10^6.1
40 t
Notes
Drill type^MOÊ
Feed CriLA4rrY
cira-Jo Pat
Core barrel tip° kOreEFL. "TO
3
s'
c - 2.0 cr..
1 L4..^414 c
rrocture Log — Number of fractures per
Water Preseure Tests
25 Cm of Core. Zones of core loss decked in
Bedding and Joint Planes — Angles ore measured re/olive to op/an. normal to the Core or
Detect Frequency — Number of natural defects Is/fears, joints,froctures.l per 25cm of
core occurring at specified intercept angle range
^
C
Driller
commenced 4- IV 74
Wore/ Level Measurements —^Level when hole in progress at specified delttn
_II__ Level in completed hole on specified dote
Volues in Iugeons should be read
in con junction .i1/1 computation
Sneets Test sections are indicated
by blocked in strips
Core Photograph Negative NO
.
Depth ( )^Black B Wn ite^Coh.iur
c.rnpieted^C^74
Logged by^
.
der rice! scoielce.n
44666
Check so oy Pei
./a
Reco rd. 1975/46
1 5 5/A16/13 4 2
-
44(P0/46
GEOLOGY & GEOPHYSICS
GEOLOGICAL LOG OF DRILL HOLE
PROJECT
M01-^PAR.KwAy
A ?-0 AD car
LOcaTioN A CA I
ANGLE FROM HORIZONTAL (0). _
COoRDINATEsE
a .
0 'i>
1 1 I a,
Ci-i 6g J° i .â`:,, ?.
Lahology, culnur,streng!6,etcÎ ,..,
Rack^Type
Fracture
R00
Log
Descr.allon^
and
Degree of Weathering
a
r6
,
m'_50 .Lk .^SO+ 4r ctrk,y et -2.4.
Saco -...1 redi AAA IN b few,"
TorsolL
;;;;;TI
R L OF COLL _ I :8
0^30^60^so^
scicee
y...s+41.ad(k^clay ..a.K.^%kr
o........4âll ea,1""a■fra^st.C4S
?
tiu.A.,Ay^5rs..44.1 Pus).^%awl
CrIL AVE I.
Vct -- lorts...^.4o .4141
MAD
SAW,
11.....4 Ce. 11+ *r Cte•-/
..
Col-lsolLA^■1ôo.ott
y
ruLoArt 4...1.^ls,..* 1 cr1ke.a.
0......101., Lk./ 4T10141
4.7e..4117
p 6
41
it
Z
.
•;-•,:
I -1
1
1
fAxt .....4- 1 rAy 'AA "
ad.," _ low... tvre :r2a•-i•
.
11,./a a 40.44ISZttr .4^vary
•
B
1.......4.ê......1. el rik-y 411
1.44.- brow...
FANGI-Ce•se otarE
Co ..44 41,4...(y
I
triv‘CwrwA 01, i Clo.444t .
-li
I
:
sam..4 4 :1:7 s "...X
:
1. 14.44A
1.4.•Îli:Mkt% .
i
,
ce ce- ...../.01,....55*^Scs........plast
•
•.
..2•s -1- c:“.•
_,_ ^
.
ts.
60%
A
-r-
"—
---.
.
-4. •
&
A
RAJ, s■14-y clay 0..4
s.%.4.11str.a. f ,41.Z.4.1 .
I
i
.^L 1
A
A.A. C i 0.y -I . tiA% .
1
Sa me La c o lleeka 04
. .
s.5.....4.s.4r,..a^•I• ctv...4.i•1I.ii4
FAIMLOrartirrE
I
.
so......4.
P -V11-43^be..11.411. C..ês.
Aytedoi
I
" ti 'Water Pressure .
F6^1^Test LossesÎ
3 -1 ! (Lugeons) •Î
I
^__I
1
I
i
4t.o..,
•re••••reA.C-.....1..
GRAN/el-
:
!
p
•
, searns,f cult s ,etC
Ccx c ,.... 4-31, t 45-i 5.-....4)
•
.^•
Coo...-S vow-^tcy s ,_,.......(4 ),
WAWA)
90
r•^0
OC.CA44 C 2 - la^•••••) .
■-•41-‘5^scs....ok
Structures
jOinte ,veins
—1
—1
0T
•••• '
(A -b)
5-8 3^;SHEETôr
I
-1—
-1---- -± ---- .----1
0-4" 40 —3- 0 Gr., .
70 c..... -4, I -0., Oro-4,11,4-MA
DIRECTION^
In t•r cept Angle
IÎ
..E:1I^.
.
_ Detect Frequency
6^6 12 a•
R* .c 1,^6 fo-e,ôr
Da
2 44at,^
HOLE NO 3
_^.
UV. Ca/. $ 011.11.4.4 Asi
3. 50 Z
1
1
1
I
--4--
AA
,
5
.
cat% pace.
g 0.A
A
-- -
,
4
P/twre•Lomeltst-re
22..4......1 -tallow clo 7,
.2.-4 s ....-01 a-6.4 0.....4
1 oa.e.t2.i-te. p ye. c4.8 .
T
Lk
4
e.
o%
1
"7 -
.
---.. - -^- —
-
KALAW. V.• 40 V1:vda tftwiara )
,s.....ek clovek
GRAY EL-
fr.>,^1.....d, .
9 v ,„,...ts.... te.^rAeLeas °cc....
e mu!.
of^kit‘,5,^silic torus ,
■,.....4^:........44.44^ro ck -i
c ,,,...y^63. -fu../4- rock .•
•
-
----
1
.
•cr.: : 1F 2^3.
.
-^.•
--^•
• •
.^•^.
s^4
-
-^— —1^
.
L./ o•-fik.....5S^. 80^.
VS
• 0
EN D OF tIOL G
.
9 -0 r•-■-
Drill type MO-4..___.•...
Feed_ ..af4AVrrY^_ . _ ..
Core barrel type 1.4 ML.C,_ ..
Driller .^
DH c
Commenced .2 - I 1-'74
Notes
Woter Pressure Tests
* Vetoes in lugeons shoute be read
in conjunction with Computation
Bedding end Joint' Planes - Angles ore /*caesurae' retaftve toe plane norms! to the core arm sheets^rest Sections are ,nclicated
by blocked in strIps
Defect Frequency - Number of natural defects (Shears, join ts,troctures) per 25crn of
Fracture Log - Number of fractures per 25 cm of core. Zone. Of
core loss blocked in.
Core occurring at specified intercept angle range.
Water Level Measurements - _L___ Level when hot. In progress at spec/fled depth
-2-- Level in completed hole on specified date
Core Photogroph Negative No
Depth (m)^Black a Wh,ta^Coio.r
------ - - --^
Completed^3 7 11 7.7 4- ..^. _._
-----
Logged by^9?....SP./(0.11'!0.
Vertical scale acl'A • I "..
Checked hi^4j1V91X1
Record^1975/46
155/416/131.3
...._ .. _ _
•
^
^
1
3EOLOGY
a
GEOPHYSICS
GE_OLOGiCAL LOG OF DRILL HOLE
LOCATION^ck Pio "kcal."^r1S4...110%
riuL_
_
ANGLE FROM HORIZONTAL (0) _
COORDINATES E 26.750 W
SHEEl I OF
Elk
Rocr^1 goo
O nd
•
rcgrca of Wootiv-ring
Litnoluoy,colour,strength,Otc
?.C.. ';(3^`311-1" 7
[.____^C
SAcaOSTrOwe
Pit.r.
5,11.1-7i ctron yay • 7416.4
of_Ay^c „,,
HeMe,f1
-.
, 1.1;44. 0. 6...4104-
sAnDsToro 2Pr -St*
1,.^
..!
c.,„ ...r.y c ,Ay
^1 '33^
^J^Z "CLQPIrT
o Ct S
Cc 0..)
^0^
1^
-
^7
.5^516-7-y cy
I ^,•. ,,,v) scr
5""6'A'
•
1
CC 44)
MIEN
ME
.111111111.M
•
/ ° ' 6 02 ‘"'^
re+,
1171111111M
rill
1114.1
,r/r/.
‘4 - Fr SI-) S'a
sit hoiv.4. o- s 1,,A.Ls. Plo,..+-
// qv
c..,<,^(c ,..) .^Pi 4,...+4.trs 0..4
7
11111111111=116.1
immimmon
.,,,
. i
i 00Z
44
MEM
ir
IIII
=Ill
MOM
3 ".
••
.
c I ao....^...1.51,4.ot^roo.v.4./
,^
• 111111111111111111111•M
•
t:1/1
. i
.,^•
0
.
/00.d.o. a......k^......c.ers.fc■Gt-est .
:.
•
.
P,,,..441GLS^2-44or•-. .:.. vie.
C.....oitris 0 .41 .1 ,,x...4-2
-Fa-14s pc., .rsoa lacie „
c..^...rs .^c>......x.14
c.4.1,0.1.
• •
.
i4
TE
Sla)
•
3 s i"^.Pl....÷...
a^.
rs vp lb
7c ...
M
i 04
//
1,....c4-9
I
5 %A./ -Fr 'It
//
INE-1-1.....-....^c.•••..s tua
-„, ...kg^...ix-HI y AA ow
_ k.‘ 4, v. ey
I , '
(C'^.°111111
jpi 1
)..^Kid- 51,/
I^tu
I ^q
HbJ- ct.s/
• 0^
P4
I
El^C %--,
3^;''i
,^CO
/
;
1
lostaia
/
sa.■. o..1 reek^brow." ....+
60110
lir
.^ /
/^•
1-. T
Cafe. u.o...5V.4- 8.1,-04 .
C-co.....91e411Azi v a‘Cempsad+414..
T
ly p tit. 0rf SA-Y.
I0 I* 4.14L-5
alpeseew*
A•Jansta^14..14.
,...0 come
p:cc.4.3^6 c...... C op 4-0 at c....)
-
Erras:114,11.11i ir 3w...elm ei.e.s.
•
iftc.,4- i zw.eimk.1..
O. famsei",.
•
Cr..ri&o.1 '34:0"..+ ,c (AT
coo-4.A .,•) c.4.0..-t
4.444. S......L 4r t ra ...Ai
* low c•tiSt%^2t.o-r41.
Si.. s
.
4 -^-
r -....:-.
i
)- -
1
, 1
.
/
ewo op Ho .
.
1
//
7 /
p .dr pv...1^14.0...-.0 c .14^S....ten)
•
.._ _
!.' i
-
.,..„.. /0 c)%
y co.--.1,^co ur pia.
Noe --scaly ,...14`,140EC^,
I
A
SW - Fr VI'
-7
1.1'
"7
1.6....a.co.-^for"......414^0.....4
cr...s1.-441.. :sur-:...-4's .
G. r
14 -5 N.1
40.4
3..drto.,- betakat..5
'^.341sête-y be
3D 1
.' 4,4 Li■ALL.
*4s
1.^c
7:
_. P•i".....•^0.6ass, c
.
L. la)^Cto.y^... 4-4
star" ..,4- -44.4.^kor...t.4. .41
-1 Fro...4410.•-44. proauc.4 434 Ix
- H1 I cp. ^Saz• _ NI ee C ley
;_^-., ....t!^Ma IA
_.^_ _
a
oi^ct.../
/
- - -I
_
1
Q
--
1111 1
'
/ I 00 %
I^1j
MI
MUNN
IIMINO
_^_
111
.
Orli...I rock s+r....44.44
mi. ....mt.., .3 ,....., kipi.........
-
//
1^H t.)
I
ME
./.,. ,
.....
//
131y4 „4:23, s;Ify 31%.,14
M"^, %Nit pow ASA.
um
.11m
o^•
cc-44o.--
6.1„,c, â.,, __ _
I^
-1141^4,7 .
IMMO
ap
or I qa mill d - couwv l• v.., ,
Roxris^....A crite.....c
wa•se4err ro-cra
li /111
..
f;
a
, vta," 0,4,4 teoull e..5e•
i
6RAVEL
=MIN=
unimomma.
trt,IP"----°
//az
vt-t1.:ns, Ers.....15, ho.nsi ..,
13441;ket
t.^700
714 c.rolrour
PLIAATz
IIIMMIIMIMMI
i
r
4
./
I-Cir°4'1^"244-S
( rt.ruk 4a., fro.v , Csca o P4.1
^<^r - .Â'725-faS
I,.. ,
II
'
.^
6 .-5 Water Pressure
•-. ^,',
Test Losaes
i ---1 (Lugeons)
e^rt ia•
.--e.-..--•
-^'
.a
e-a,rk0:....S^3 eAas. t 1^7e#
. 4:iio..0i16 ,
telly
,._ Defect Frequency
--
etc...c12
-115,123.0%:_
R L OF COLLAR /8 7 ?O '
b 'a .€ t! b Fracture
Structures
Intercept Angie
Log ROD
a...'0 8 0a°°
t 7,,
o^30^GOêa^901 Joints,vein•,sopms,foults,etc
6a3
O
3
aa
o ..
r .
.2 a,
Description
M e AO
DIRECTION
oiri.10
- Ccus‘. ir.....4,
,
.
- c...... (314244-^4 S-C''s
'
1
1
,
1
1
,
L
-
v. .5
-^bAsor.
• mc•re^bi, 01...... 04
c to-y 1:... 4.Ack ,o044.1
A1
(
eivak o...., bvi. 1..o.e.A mac
-_-_. J_ -'
1
I
I
Notes
Drill t y pe^.pkoi,,E.^...^.__
4
csap,.40 is.^... •'..g. hare Log - Numbor of froCtures per 25cm of core. Zones of core toss docked in
. iir
Food^,.,11-124Y
1 Coro
barrel type
pocoale.
Bedding and Joint Pianos - Angles arc measured relative to ()plane normal to the core ati ,
0,-4 ^r:t ty■ 1... C.
1 OFIlIor
1,;:!Hc____.__
1 C..rnmoncod^1k-10.714 .^_
I
Compioted^1 2 7. _111.2. 117_41-.^.
L oggoci by
'R. 50101 s vii ti,
-
Vertical Imola^.2.C4a 7....--Î .......
Defect Frequency - Number of natural detects (sAears, joints,frocturea ) per 25cm of
core occurring at specified intercept angle range.
Water Love/ eleosuroments - ^1?^Level
een hole in progress Of specified deist',
---^ll
-^-.17--^
Love/ in completed hole on Specified ^te
ota
ilit.^c id^_ c
H LA/^- 1.1 C11. Iy^
L.
by blocked"' Strtes •
core Photo g raph Negative No.
Depth (m)^Block 8 White^Colour
^11.4.1oxt1.4.•xas
.
.
M14^- vA0.1. aro** ly 6-.40:4"11"111
40
-- ---151i31,i 5,^....,ed.C64110.^
S^
14^-^
Fr trt -^Fres'. s-fo.i...0..4^ Record 1975/46
!Choctaw:1 by^WANYZAM,
Water Pressure Teets
a VakieS in lugeons should be read
consjur
nec sir:Lit/oh ncs eam
inhee
,
o Icioan,60,
r punt d
F.^-^vre.s 1..
155 /A16/1344
•
[BUREAU OF MINERAL RESOURCES,
GEOLOGY GEOPHYSICS
PROJECT
LOCATION
^
ANGLE FROM
GEOLOG'C AL LOG OF DRILL HOLE
Ruck Type
^
L N&îvi:k6U4s..J A V
1314, 4 1.1.
HORIZONTAL. (8)^.- 10.
1 7 if f! 11 417
5
(r1PS)
N
COORDINATES^6
L
ur ccLLAR 1ff 1 34
SHEET
Structures
Angle^1
RODÎntercept
10
30^60^BO 90. joints,yeins,seoms,faults,etc
Lithnicgy,colour,strength,etc
1 OF
-^-
Defect Frequency !
Description
and
I Degree of Weathering
.HOLE NO
Hotote4 (A.'s*"
ri 'Water Pressure,
.0.^Test Losses
(Luqeons) •
Dyrksice brifs.m. - r
P SOIL
- —
-'1Z
co-0
-^-
•
G r ey
—
r
clay .
1
-
.. brew...,
reod .
4
••••2- trclt.tosect
,
le^■tt,atilse
Cc- A.4.k
,
,le.y cr.-FL:m.0
• rip.. •0.0•06^ceteltz
- cnC LAQ^V.t•-••••-S
2 1-'
to o%
a-C/265 \BC t21* ^C lay
c.te-te.ik
covg. letbysiA'S
1 151,1
Mk/
5e1c44.-
.
°"`" 4,-
- 5nty-
.514..rs
tes Hv4
-• 3 675
"•••••.'
lab•/.
(yam..^clidt 4.0 V4.
1-1•1 - C44J
•
Yyetle...o
brow..
clay
-
,c1^7
Sawa^1".43‘4.0( 7--o4
brow,
mw-kvs,
cr ,mbles.
c 1., 17
"e"5-..Z rH:21(
4-c+to
40-;.-
Itttk.
)
ky.e.di ayj
loc.%
k.
issal t pie?, Vt rap(
•
5•.144444 CI.J5444.4 7.44444...C1,04y.
4.1y
NechCee-61 y^rcl
kora.,^r•e.4 -
Ass c.74,...."Ît
16y ate.+444 ....It MCI(
^hew
5-7... fret. wk.*. cer
4 ITV- 04. cio.y
ooZ
1•1^44:4-4
M6J-5v4
84441,4 4-0°
13 to144...5^"No° 1,„ -f
F.;so_^"act...Hy
Irlayrciû gory Ittrotel y
co•re tioaS ,nc.tt
cietp%:f.coowily sltnn
tt FOS.
PAW - v4*..1
4.
3tt
ted. cry.
1.
ooX
Fa.
-1::61■111 YUt.
9
...ad
Ave_ Av. -f-ron_c#
004 a
fAcar
.44( 94•4,4-1/
wr..ute(4•44.5•444a ^c 10.y b.*
err 0 _j 4S*^S
Ccrre 43ro.c-ivr4
Siya)
^1.^5,■ c, ft
NW
- S4
7
r
-4.1 ,
q
..bc, ta. iragid■.1 plck,
0_41
(^M el -
^rock
(-vv.., "7-7 - CSC .*-1 •
-9
17 -mail
l-8••••14 ,
Ew
d■ •ps
4-o,
_ _ 104^
•--git
L_^
2- c
I
—
Notes
D r , II type !ACC. E Pi OreEelt,
FeedC. ILAvrr y cie.0.4)
Fcocrur• Log
Core barrel type PtUtrE1-115
BeciaIngond Joint Planes — Angles or• measured re/ofive
—
Number of fractures per 25 cm of core Zones of core loss biocireci in
peter, Freq u ency
1.50.
—
a...7 • / 74
Compieted 2
Logged by
VertiCal scale
Water Level Measurements — ^Level when hole n't progress at specified depth
_2_
Level in completed hole on
—
c o.,0^,Je".44,44444
—
441.151.
t
t1 y
cu.
44-44
12.41(
-
specified oloIo
-
Hod
in conjunction 4,In Compulal,un
Sheets Test Sec140 , 43 ore 1 ,4 41 , CO100
by blocked sl,ips
Core Photovapn Negative
Depth (m)^Block
No
a White^Colour
ly 4.4 e•--fk
oe-II..arka•elx
-
Checked by Pele144(214 •
Number of natural defects (shears, joInts,frocfurss) per 25cm of
Values in /ugeons shOuld ne
COI- e occurring of spec/Neil intercept angle range
[miler^CD • (4 C.
Commenced
toOp/One normal lo the core axe,.
•
F rt.& k
Record 1975/46
155/A16/1345
M(PI)/46
^
^
^
SURE_Au Of- iti:NERAL RESOURCES,
GEOLOGY 8. r.-EOPt".YSICS
PRo,EcT^01..0N41-0
COORDINATES
ond
cs 2
Description
L ' holcg y, colou, , strength. etc
.
0 2.
.^66
ê
'HOLE. NO
r-i P 7)
Pe*'..."^Su".
_
DIR EC 1 ION
-
ANGLE FROM HORIZ T^(a) __^1_2 .
nr np npii
Roc ..^Type
, PARKWAY
LOCATION^13)/e*c^
^26961 N 11^4'.9îR.L. OF COLLAR^ g
..
.f_ •-f h Fracture
a-°
a 0 ..-el°o.. 6F 076
Log
6o-^
R 43 D
I 9°. I
Defect Frequency
--^--^- -^Structures
Intercept Angle
0^30^60êo 90 joints , seine, seams,foulfe,etc
7
SHEET^..IÔFÎ
13 sWater Pressure
.- :^Test Losses
g -II (LugeOns) *
o^6 a Is.
so. ss A y^.s., it' ,
TOPS01 L
clAy _a4c4
iv-mews: r r•-•
1!
1
Let s • 0. ••.
Rock - c. Is Sig^p.pt pia
vat ,-Ityptc.At^.te C011 ,..40....
vt
0^.
Y. 4
. is
2
Sott..
1
I
1^....^1î
23
4
I^.^'
.^ 1 ^ i
H:
g
-5,LT
›.
el
en,.....^+o^vati.,......,
e
1
Z
(NOWA",^311s gr C.16.7
C KAY
1/1
,^. L.-- •
2^-.1
VI
t
Sit^r
-T
---i
-
-
_
.
1
,^cr,
..
V
..o
..
Ca-AY
'
______!..
[--t-------- --- -,
,_--1__ _ ---- - -1
_____t __.__ ___i
a
x
.
I
1_..._,
E 2,
„
L. 1
4 .., Iî^,
1
i
r
- l
3
_______^___
5 • i^ .
.__I
_
-
--
I
I
I
4I
re., -..,......„.
, ,,,p ic
4,
.......
behici . ea^&ale- . estai^•
340........2 c.v. ^41-..cA-u.r...1
/ 100 X
^___]
a.41.^4........s.
Rock_
■1)^
^1
..)
raw-
r vt
ow«.
k......41.^(.1 I, 6 r a fre.bt.
as& . LJ twit owl/
4...keeres.^cAnsilossi^j.......4%
c..A- +La v•,..1c. - -^...t
IC
t
7-f....
S-gt...,^/-•-•
.
,^•^^
^'
c-4
X
100Z
.
.
I
7.ct^c kg..^.
_.
'
•
^f
^TO .
Core barrel type AUCsff.
s . b 4., 14.o....^N tit- C.
.
-1
I
---^;
______
---4--.----
1
-----4_-
i
1
Notes
Woter Pressure
FrOC faro Log — Number of fractures per 25 cm of core. Zones of core loss blocked ,n
fiedd,ng ond Joint Planes — Angles ore measured retative too plane normal to the core ox, .
Defect Frequency — Number of noturol defects /sheers, joints,frocturesl per 25km of
core occurring of specified intercept angle range
Wafer Level 4IeOsuretnentS — ir..— Level ell•n hole in progress at „specified depth. •
_II..— Level in completed hole on specified dote
Tests
• ironies M lugeons should be reed
,,nconnecst,fsneclohncsoomepunt
nee,sjur
d
o rciocn,ed
Core Photograph Negative No.
-^--^•^•
Logged byÔt.C3ettl.$ AA
Ver ticol scoieî cu., : 1 ....
(Inaba fwaxivtre
--
4-I .0 •
6 9 . 74
11
i.
Completed^s^..
—
44 .i.k
ly^vOteCKIL, 4..1
MW - PA^ly
act anae^...441...4Wasi_....._
F St^
Checked by
^54..;...t7^cl.+-•^.Att.i.y 4.4'44
- ,^,,,,,a ,....0...A . s• 14' • 44Y `". i.
---- --1^L
• . 4 •qwslwer sow.* a,* 7 . 4 s.
'^toes. .4 ...AAA tes...1.1;
- —I re ale ,. s a*.
—_.
100Z
•
'
1
^
'
•
Driller^DI .
gia.
----,'^qv...4N_^yer.....4....^.14•%-e
1ê..,.. .01..io 6o, .....ee •43
1 4z . -so.
4 7
2
-^-.
,
-- - - - -- -- -- - -Drill type MOLE^P10,41112
Feed 012...Agr'Y • ce0.4O rteiud
042Nr.2oly C64 i. i- a . Rock
- ^q4•;.04^c.m.#5.^bilgts06-,;
.^
;ê.friis^GO .
E.0.1.4.Ît•o••
Commenced^.2.
I
r:■002^cl.■iff, Titter
-I^kw 110ALS^
^
,,,êle....es.
/-
NW
Piss/ - F st
--
I
.•
y. beskele.1^bet wet'
--I^
r_ — —
-^
Fc.a.44î-481.■... a.el .^
•
Record^1975/46
^ -a^-— ---^
-
•
155 /A16/13 46
GEOLOGY a GEOPHYSICS^
MO LONC.L0^PARKWAY
PRO.ECT^
J
LOCATION^.
1314,01,. fl o ,o ....tc..p.,^FQ......m:A.s,,Ladr
HOLE NO
_^..._^_...^
8
-ri
- (^
P 8)
8) .^- .c1 P..^.^DIRECTION^_â
GEOLOGICAL LOG OF DRILL HOLEÂNGLE FROM HORIZONTAL (^
COORDINATESê^.2 .7 32 3.^N^1 14 rif^R.L OF" COLLAR_ la 7 5: 6 '^. SHEETÎÔF I
1
Pod.^Type
c
Descr iption
and
j tilos.:
'TOPS° IL^
0.
':‘
-- t e
•^0 •
_
_8
Fractu re
a 0 ,^.4,., a a -
6- -;^,3:-. g
Lithology,colour,strength,etc
.
6 r6
'--e
Defect Frequency
RQD
Structures
Intercept Angle
0^30^60Ôp 90
jo , nts,56M11,seams,faults,etc
6^• t2 W•
Atha, i tîÎ 1
tit.
Pressure
7:-.7-1-1
.ôter
,W
to Z1^Test Losses
a -1^(Lugeons) e
--,
s ki....-ry
c LA),
R......).
-,
--1
- •- — —
-. .
is
v........14.4.4
C I6
%%Nate :Lips^b.:, .41în,'
1
la
<
0 4
•
02:
•
i
--- --1.
-I
1^:
-fleple 1.444,y.aile.....) skol.W..s
o/ ...61 y .
___.
j Ale-a'
PlKe5
C Lyey 3431...4 .. Of
444eci
%say 0.4 arrowsilkilt Pwo^,
enA ly ') beem.4
...a.^
soil b.tt bleease ..... luse4S
e
c.u.I
Orsx.wer. .. cyritor ciele.ay
Ci../
--I
.^.^.
95%
__
.^•
.^•
- ---1 -- — --
...........e.4.1(A .3'00
SP440StonIE
Pt 8 c ES
ti L./ - C. 44
So.. 4.^PA L'4^ss-1. 1,1 e,c ks
1,,el.
44.5 a+14,ac by sowsly
c to, y . R.N.& - arrawvia ddiy,
cusk 6- o s., .
-
Cy.c y i^.t.a.4-4,1 ...A
1.4.0al erwt A ly si-rirvl .
JH Al- E
PAW - F St
Hu.) - cyj
-
.6...,^crust, eet
. co..4.45^..a...../.^61".40,r S.
‘)
8.1+ car. plAly elece.er00t-
96 't
.
-1--- --- -- - 3,st .^blocks^S-9 c.....
i
I
1
. 4^__ _._____
1-
---.
Ektid,^4 0- CO ° .
_.] 4. s ,,^. c..-41,^1
'a...4i, ep..-dallal
.^.
..^f_^__ .
IIII
ef?
t....10 (14...^clo‘y 4*
v. A^Lik yaw' S .
1
.
I 00Z
01.0'06 k 0+Toc* ,)t.e...J
1_
I
Ar.
-.A'
. 4-
•
4=.1,,L.4443.
i
\ik
...P..
.-
100%
.1
Ti
7 45o.
21••■•4. SC!ss
& backa.v....5. Moos* ly ent..
i^--
IJ
'E m et
0 'Ie. plat rock 54r ath`"avidaXt --.14:fts +.1) c.rkis
•-^- ---
sc....el^ccw...ftict4LY
Ham corptelt tray 4o..
.^61.ie
W4
,
lore.-0,ô.ue
or...ei -ie cis:pi
-^--
-
Z
IL^SANOTroNG
.,....^...^1.....‘
-
i
0
.
---4 cla.y 60 \41^trft...Pc4,.....1.
--4---- - '^- 41.5..C44■!ae^$ 41roubiy .
.
%
.^.^.
ae-cAldni,^'..)lkat
sc. , AL c..
ft...4,4"
—1
4- ^
c3 re y. .....4. „mitt., -......y.
.1^MeV
_^47 _ ^—1
__ _
4,4
.4
Pit.c..6IC6os"^)(caws:MI
%b
- -- 1H6.1
1-
•
-^-I.
vet, matt - sag* t^Y
r^c,,..,
__
A V
•101•6^p4 v..)
i
-------
.
77
/;
mak -ore....ta ' c 10 ,y
t S ArytArrop4E
IL
.
•
F4Ar4-pwcloctat .....41. Imagy
^try c ten ely bcar4
v.* cksî...^rad Clihy
•ciltE
I
0q
t. r
rad- erre....v. cLo..y.
rwps.rowE
c L..) I/ 4
I.-
•^st+ ...1
—
-f--- - -
.4 ILI c
----4
lilt Irt cloy.
Caf II 46.43.'"Ari8 . C. 1 0 Coo.
4,, 2S-dee..
1.4.5, up
• 1...c.4-4.....u.u5^ ...2
,
i..
1.....4,
._
[-^,
I
•
,
--'^•Pro- C+.,04.3 •••••m•
.^--1--
..._
i
ill;^
Dr,' t y pe
.104 eioNEE f?_
Feed fAcwITY
_+ cr-0,1Cees,uE
Core barrel typeÂNJA!elle- -rts
(•Is•s
-
tise....^N M i__ c
Driller^
-
-
I- Level when hole in progress of speCified depth.
hol on speCifitt0 dote
nê
_SL_ Level I^completed
*
CW ^-
^.
Vertical scale^1 0%^'`.^2- C ....%:'
Checked by
Bedding ond Joint Pianos - Angles ore moOsured telotlye loop/one normal 10 the Core owl •
core occurring of specified mtercept angle range
.
Logged byÎ?, ‘3 61114!*"
Proctors Log - Number of fractures por 15cm of core. Zones of COr• loss blocked in
Water Level Measurements
ll.>-_74
Completed^"^
--L.-- – t --
Defect Frequency - Number of noturo/ defects (snoork,joints,froctures) per 25cm of
D.^%.4 , .. .. .. .
Commenced^.2^-
-^
- -t-
Notes
.
.
I
c)c,49^.•,
P4 ...4
Lo.
'5'
4/7
• Volt/Si
tugeons should AS react
in con/unCtion will) computation
onsets^rest sections ore mchcotect
by blocked in kttlps.
_
Depth (m)^Black
8 White^Colour
I
...e.cik..4.41
- l-t L'5 Lay ..4 Wf wet
- ete 1 aria ta jetuara.I
St•^
esi
SI t&.+ ly
-^
F St _ FP:a1.. s4.4.....ad .^R ecord 1975/46
.
^
_^
155 416/13 4 7
^
i BUREAU OF MINERAL RESOURCES,
GEOLOGY a GEOPHYSICS
PRO.,ECT MOLop4G1.-0^PARKW
LOCATION _^B"' %.têv1-0....w% ^Pecvsft.:rssu. tc..c
Roc• n y pe
and
Degree of Wewhering
e^
COORDINATES_^
cs
Descr.olon
(ti
R L OF COLLAR
o
0
P 9)
Structures
Intercept Angl
oêêc^
)e 901 joints ,weins, seoms,faults.etc
6IWoter Press.,
Test Losses
- 1 (Lugeons) •
1
HUVIè1-0 N E
P1W
• Gres, -011^thespse.4 44..4
..a/
- F•st
-^• 2
•-- -^• - •• • ----1•5^341.4y 111.3
Grey , r-t *A erst.+4.17 6/4
Ae• beaglie5
C olesori •fecrets
5* "S)
j es sst s
- brow% 544.■.04.6
•
3
4.s"
'
te•t. Sc.. 1hIV 4p 6o•
1
e
c ti:y •rti.,tietA
Ch.tae
r
i .°
ea
0
os.4114.
2
,6.7
c .^0/%1.
a...+.
' cot,t1^Hy ...Ass I ,‘ tt_ 4ta
1^2 -
Ui
1
G
3^--
-^■•• CA" Us. 6 y
▪
wesele.
va..:•"3
0
0.44.
4-
ala"st.
^5......
r...to'
.^s_..c.. .....F.c.,
5.... 6..... „a... 7:
.
..
sos -5 c,... • .S "'Id
15•S•s' S £C— .. •. se T °
13e-hatee. to-vit....A
scr"...s 0.441./0.54. Csrre..
I iloc/544, 10— tC c ....Crust.
z tr.oL ...asy be. /1 beilalinc).
blua-tve y
-
-
IN0.1-6y enoal..34 oNse. ) y,,u„,.6
6 •66- I^014 2.or
904.1-11.^Pte.
cla.yeey , A% 60`.
closetV3O.4 41# to -
41•1,
17y 04/41../
Fr -St
410
7 -
zerne.s..
-III
•• S-0'
7.2
7.3
mum
mr.mmi
S.Oismo^14csisa
- 60 °
&se+êrect
11)41.10%.4^noi-
reus garitsi. 6,st r4rip areted
lyy
3,1%.14.
s4rote..e3
'-c .s
Les
by^ s.
CI 0.y *OW -C-rack urn
trilbv.■••■ CrIn.
Drill type
11°1-6
PIONEER
Feed ORAVPY.a CROWO Pla4t5.
-
Core barr•I type At/GER 1"o
21. 714 *et NMLC
DrillerÔ.
Completed 2 S 9 • 14-
I
Logged by R. qP.IA i•^Ct N
ft Values in lug•ons should be rood
Bedding and Joint Planes — Angt•s ore m ^ relative too plane normal to the core arm in conjunction with computation
streets rest sections ore indicated
by btOCIred in strips
Defect. Frequency —Nuinbor of no,urol dof•efe (Moor*, joints,frooturIS) per 25cm of
Core Photograph Negonve NO
lit '4W^.11), • sudius rass4
41W^- rieeLoro.4 4 I y ,eass.-tivea4J
Sv.1 - SI;3 44
Fr "I -
0444°
Woter Pressure Tests
iroter Lowe/ Meosurietn•nfe 7^Love/ when bole in progress of specified depth.
•
Level in Completed note on spocified dole
Commenced _ 6 • 97. 4
Checked by
•
Care OCCurring of Specified intercept angle rang.
4-f. C..
Vertical scale2cÎs
Notes
Fracture Log — Number of fractures poi' 25 CM of core. Zones of core loss blocked in
Fp. sk
ReCord 71-975/46
-—
9
SHEET I . OF
Defect Frequency
s
•
L.thc:ogy,colaur,strength,etc
HOLE NO
•
.^. DIRECTION
155A16/1348
^
^
^
GEOLOGY 8. GEOPHYSICS
ANGLE FROM HORIZONTAL (Et) _ 9 0
8
Description
i ' °^. t
6.êv
Llthology, colour.strengt h , etc
J
c tt . ^rectum
it^t
;k
ROD
rA y 76^Log
°
rz,e1) airy
1-.4 04 S K ALE
ik
J
P-4,64 •
+ ca. et 4) rA.
L OF COLLAR
u)
SHEET I GP
Detect Fr•gu•ncy^_
Structures
Intercept Angle
so^60ê0 90 Jomte ,vein; ,•eamS,faults ,e1C
`.3 Tie. ../ater Preset,'
•..^,1,
Test Losses
•
i
%.>
riaiissiife^rad', del k..PCK
--,
(LugeOne)
“
1
r
1
y e 4c..4^r4d4l(tS..
.^,^,^,
1 i t&-r tal.a.,^...0 41.-^robeej
ri
.
SO%
...01.4.43 ,..^1.41'......0.04`........
--* "fue4. 4
y ,..,...
,;.,,.........,",..L.
--
..A.:4.4. el eir.0 4. -^RABA/ ...A
bl.....46.,^F.e 4. P.1.. si-es..8.4
a.. :v.:....*3
•
agAJ....3 10 ° cAvo..4./..0'
1^ 1
9
ei,
,
,......4^......,,-.it
__,,,_,..r
. I^ 1
.:, •: ...+, 7.4".1:„ ../...CriA•S 16 ,26t •
..,zrz,
Con.* Liebe. li c•rm•114.61 sow?
0......1k GA« FPS^> 3 -5 .......
2,^-.'
.....--
r
1 -* - i • S'. p• -
j,, ------.- Z
r.i
S'L'''SY^-t4.-),
1,1.4$4^.3
' 0.
. ^41 a..c.e. crus Iva
0.....d. c,Loy coated i as .
v1-
./
I
P"1"-S .2 -1. c..C.fe 4e, 6cr.)
+MC+ ufte S. Go .a.t•ett 4.444,
(1.1b4 Mos
6ê e?
.
Ct1P
DIRECTION .
COORDINATES I. .2 $4.15 J . 1205- 5.
_
and
HOLE NO
LOCATION
Rock^Type
wAy
PROJECT P10.14).NCTL-.0 ^PARK
Clan, 0-.^ $ etre...44 -
0,44- 4 • ...s, i-^S L'AA -
TAN S HALE
C. et L..)^.,-....^,
.f- 0,--4-,...r ea)
It'
loot
re_ ,e4..... sk.....s. st,„... 0 ,
C.....e. 1.41.44.4 0..vo.ar
15- c,...( ..- 40 32.4.....)
...........
1-... 0 I 1 44. ArtwAe. brew".
pc s+1&:........t .a.,s is&eisiLly
,,s'
-
i... yirtki . ! ...diS &Aka •),
PA t....i - Sw
-...
i
--J-
,
N badlels".ei .CI•li ce.,*ed..
irret4a sarA•r*l o."..r. .11 lo• •
3-6. •a1,41.0.‘ a...a, loc...
*4.4.ht.
44 ... cv-61..1 :14.:-As #
ba.A.a.
4:4 ... c.4-...411,441^'36....,-+ j 0'.
I Oot
Da Ad t;•.5 Sit:P,
4 C?■.),
124444't) So.s.e a..-.
c-424A ^, 4aw c........U.a4
^_.] a•-",64 , .40017^foto,....... .
-
X
u bia rla...0
1.....-.1 co...1.^'01,17.13.
...
e.** etA 2cre.4
__ _ 1.1,4 Cros‘ • st
A. ip 4S °
s. *. 1444.k .^.
Sc^
---J
\
TOL 7^10^.•444
.
Calrrtêl . .. CA3^V
....., 1
-1
IOC..., .
L OOT
-r-v..;.y ba.A44.1 0....1-4
PA-481411.^t ,r &Aloe. - t (--4..y
S W - Fr S+
7
44.4..... -1......^
. . 13.a. s I.S.
- Woo..
1/^bi.L.AA.:.+5
to-s .4411 ....s i.....
i+z . ./.4......s. , IA...I^kerwi
a...1 sA•o•a3 . G.& 1,4.. as
-
.
41
i
•
je
,
,
I
_
-
Completed^
v‘,I■ol 74.
1. I
.
Ours Log - Number of tractor's per 25CM
zi,..w.ir *in.(
1~42 VA wm.
C Mr., s-1-0......1)
PAK .. coO.:660. Vt.. 5
1^
/, betkaCri .
I^
Note.
Drill type^F1C4- E .
Commenced^16/10/14
.
14.^b...1
‘„?....^*1 ...........As^.- .
r.t. 4 m......^■....,...4....-^4.1....
rivrict -t4.....en...1.1..a,i .
.^-.
E,,c ÔF mot..e^7.0 or
N tdi Li- C^.
-
- - -- -- - ^ -^---,
I^4- 7 - 6 . S■-•^C Itgx(y 1.) &i...t...1.
- -4- - - - ---- ] 7- •-•-■ Q^'t v- um..^Vb. 4.....lat .
•
,e +. 3,, ,......,
Driller^D. H . C. ,
So° .
J 0 -41^11
cill
4^6-4.......
,^-Po.-^4.4 o .^67
100Z
tlYiC^
C^
Feed GP4vci7 ecricu.0 PR
ria., 1..42 vie;....5, ,i. t p
.
-
-7 0. .
-
/
14^
.... 1.4-,.......1
Core barrel typo l'NU&0.*
.
. ___ __
-
V.
I.
......Z....A. tAi 4,,,„ ,....j
Lo^
i
t (.4-a4"
0,
1
"*.S°
...•
Ro&k. ii-se.tf -t> ork•tr&•3
%sot is wrz&Itors./ by
swkurs 4,....1 ........0.44
_____ 10.443 .
S .'t• A LE
3-
6..4
lA4A.s tabI c^1
..... 4.....c.k. .
^c.......
Cam. l... 4&&
f3.41,4 0E D
Cot*Ast ic:t:Ii I c....+Like_
4 .3.• ST en, s ....l1 0.....i . c lei
Of core Zones of core
loss docked in
* VO/Pes In lugeOnS should On read
Beddin g
g ndê^
m eOsured relative to a plane normol to the core oxi •
Joint Plans - Angles or•^
in conjunchon with computation
Shoes^Test sections ore inclicoted
Defect Frequency - niumber of natural defeCts (shears, joinfs,froctures) per 25cm of
by blacosd in strips
_____
.
Water Level
core
occurring at specified intercept angle tong*
Measurement. - _X_
Levet when hole in progress at
specified
ii__ Love in completed hole on specifies/dote
if
depth
Depth (rn)^Block B White^Colour
51.y^,...“...4441. e art
1.4, ^HW^--^
Logged by^R...C504 11'...
ye. I,cro 'CU is^..2.c...• • 1.•
ri1,4^-^•io Lac ...4 4%7î.14164.&erdi
sw^-^S■■•51,:liy^•J‘001-4L 144 -- iii- C-ord^1975/46
Check e a byÂel‘efirg.L
Fr^‘st -^Fr& s t...^s+01-in 41.1 .
155/A16/1349
^
^
BUREAU OP MINERAL RESOURCES, ^
moLoNc,i_o fI ARKWAy ...
PROJECT
GEOLOGY &GEOPHYSICS
LOCATION^ _ r141 ,J vCto;sie
GEOLOGICAL LOG OF
1
^Foci.^Type
050
Degree of Weothering
DRILL HOLE
0 .
rt
0 0
c^Z ,s,
Descrfption
.---
0 0
L■thology,colourottr•ngtholttc
Fracture
Log
0 ,'-d
de
roPc, I
s)- , 4 , wt.(
L
SAND.",
.
w
cio-Y 4:45-5-^41-4%•
ct
3-
91
Z
.k
4-4.Z.44c
---
I
I
I
- --
-
oc.c. 4.1 f y ct,loou't^40 Y.
.-P^.C-.2.51. «A 41ared 11. .
-
-i_i: - — -
IG0 sr
—
,___ _4_ __.____.
-
•
SL.651,-de^cu.!êvitc-e_
IVO C.v. leen ,
....A
.
I
tI•
1....,.4-i-f 1.4.4^c. I.....jos .4
s 4.-4 s44.4 C. lay awa
i::.
I
21 -I
•
RgAr C.10.../^L./ 14t^1.4.),
a
al
1
2--1c.
■ ay."
cceei
Re.b1Aesô......J. t rd../ a t
1 oca
4
SA' frei wool %ray NW
U.
v..^cowl)Ie*4
4
0
f
R.64-'s p."410S.
vv.. c.......i. .1 1.4ÂinAt
oÎ.
4. ........ 8 t ro-.4
S.../7
Li,
Water Pressure
• 1
Test Losses
41 --I (Lugeons) •
Structures
joints ,veIns , seams,foults ,e1C
r
d^• •
b....4 ALA^stl fy c. lo,,,,
.
____:—,--_—
_,
-7 0
.
0 raw..? 0.4.41L it r.4J"/
ui^BAN 0 ED
E^5 % L_T-t cLAy
xi
4
&
se,..--As-here-e.^6lecK 7c.....
I--
01 •
Intercept Angle
0^30^50^80^so
-
1....^10(1310a ts 3dthandk^........A
x-rkee
I
L OF COLLAR ^1.•:4)_.. SHEET I_ OF ^j
Detect Frequency
ROO
2-1
HOLE NO
(MPI2.)
V rvi
-1•SCIs
CLAY VIA, W. ■ ftt...1 sst .fretiymegt%
AN0
e^r2
...
D1R E C TI ON
_^.^R
.
0
-
(8)
COORDINATES^_24_3+4 .
_
—s-.0L .
bre12-41,.. ^b yVsoLs
4
3
.
,
veL., el
a
-1
v...4-s
, p4, odiy
I007
rtsvs.ne-41061, .." la 0‘,..411,
0
In
SA-Hltr.,t ly
2
P.
w Rt.:- +La
c_l 'K.,'
l.)
-
4
r
0
4i oo
R t cl, -T-ed brew..
ova-...t1^c-olour .
Z
1-1.,:is^■ s^ft oar.-I^.......1 -,B.U.
--
,...,,,,,,,* avfo
..
I
inert^1+O..."Aâ-4-
1
i : 2 %leers_ C &WU)/ bit.
,,,..1-Î Î)^\i'4001.44-
.
3
c. ,...i^co re e...... - tr.cy .s......41-644.
61 . /..ic 2s G.- L,,5 . .A.4 .
J.
— t-
.
t
-.- -- - - - —
-
(1.41.^.5 rm. >,^(...i....-.7, .......A
I a.....A. ci-cr...4_ ^c 1,;104
.......a. r-c .-4,.4 .
v....f.....--...i
to...-
--/----t -
z
M4-eil^40^.10 ..Q.
SiZtAtti îlz.......:1^6., t44-,
—4
1
..
GNI') OF I-Fol. £^6. l I'-‘ •
^
-
-- -------
,.____..
- - - ------- -------•--^--MOLE
0,11 type
Water
carAvrry. 4, abowt, PUSS. 119tocfure Log - Number of fractures per 25cm of Core. Zonis Of core loss blacked in
Foe
Core barrel
At)(44.. to
type^-
Driller^
DM
Bedding and J^
oint P/ones - Angles Ore meosure re/of/v.10o
plane normo/ to the core ari •
cl
Detect Frequency - Number of natural defects Istseors, jotnts,fracturee) per 25cm of
14 1-41- C .^.
core Occurring at speCifted intercept angle range
C
Commenced
1 4- - 1.6
Completed
/ 4 -10 - 74;
-
74
-
Water Level Measurements - _i___ Level when hole in progress of spec/fled depth
_II__ Level /n completed bole on spec/f/ect dote
1
tiC01^scale^.2 c......^1 "..i . -
(ieuhcegire!
Core Photograph Negative NO
Depth Ors)^Black
a wroe^Colour
1
-----...-
---
197 5 /46
Record^
Checked by^
- - • - -- --^-
Logged by R .S.21.45,..erfis
^s
(.4^-^st,"56+5,' ‘44..-ikaga
Ver
Pressure Tests
s in lueons should be re0d
• Value^sl
neciciosnec
ott itohnCs aom
in cortiur
a ,t cioon,ed
,n.ve
,nt d
pu
re
- ..
^
155/A16/1350
^
111 1 8 1 IRE 41J OF MINERAL RESOURCES,^PROJECT KO U1,14^PAILKW
-
-
3 FOL.OGY^61..,T,PMYC'CS^
LOCATION
I ; GEOLOGIC-t_ , OG OF DRILL HOLE
r
D'RECTION^
ANGLE FROM HORIZONTAL (51
COORDINATES
AI MD*Ê 2. y.1 a 4:2
--
R L OF COLLAR
(.8 1-1"
o^
rk .6; .rworteesr , PLe ssss:s,
Defect Freduer
IFrocture
Description^171glî
Structures^
,û
Z^
RODÎntercept Angle
Og
L
thniogy,cploorstrength,etc^
30^60^80 eol joints,,eins,seatris,faults,etc ^3^LuaPons) ^
Li^c
^— —
0 6 i2 ie•
Rock Type
and
Degree of Weathering 1
/..AV4 Qu.ey^0.CGC4
i.
• _^
__
-
-i--1-- -1-- ----^
f^
1 ^.
,,^_ÎÎ •^•^
-,^
2 ^1F I-^1
-Tr ; '^•^
I,
I
i
w ATER.
-
10 —
Jetracil st14.1 clot/
et IAA was 61Î-
12
Go Arta te.ea.
lay
IIPISIAT7
SASit. 31
ALL.vV(VIA
•.70
ce.ctee 4...43.
ereamel. ^
16 — .
6. *0
0•
54-mvei(LAre,..)
ST P A.etu S A 1.- I
le —
"1, "ARA, ft., 1.0
roydet-c.‘40.
i
.1. 0 WM I e,^f be. OtJqt , l
pin&^ray.
MVO 41'0146
24114-1
w e".4-1.■ ared
PAIILIA(1ÎA.^(..}..stut^'
-I^
Ile de ra.4 -44., ko.d
etre^law* +Lt.
rota ale rats is
IA^dot +0
f ea,
zies..c s .
re cm.^rea.rs
J • owe
Notes
Redding and Joint P/ones Angles are measured re/olive too p/one normal to the core cmis
A/1611-C.
1.1r cow
Driller^D H
Defect Frequency — 4/umber of natural defects (shears, joints,fractures) per 25cm of
,
Core occurring at specified intercept angle range
Water Level Measurements —
ommenCed
OQ9tii
by
^
Level when hole in progress at specified depth
Level in completed hole on specified dote
Completed^:51
1/ 17 it
D.c. Pt) ece.11
Cat"al
^
0- LOIN GMôsi
/Dm . . frev. Cali l
g^0,1
Water Pressure TestS
Values ii, luyeans should be read
in Con junction wttn carnputotton
sheets rest sections are indicated
• -^•^•^•
Core Photograph Negntiye No
Depth (ml^BIOCk 5 White^Colour
c.lcol
V.-,r tical sc,3Ie
Checked by ^
-
S ham r ask.ie plac•
Fracture Log — Mumber of fractures per 25 cm of core Zones of core loss blocked,"
Feed
I ESTE D
IFVUILJ^011..
Drill type
nor° bnirel type
JoT
aôb....,
Gravel
Record 19f5/46
155/A16/135 1
Yett
_
tulvel.stobfte.
M(Pt)/46
^
I
' BUREAU OF MINERAL RESOURCES,
GEOLOGY & GEOPHYSICS
I GEOLOGICAL LOG OF DRILL HOLE
PROuECT
ANGLE FROM HORIZONTAL (
COORDINATES
el^9O°
26100Î/ 2 oP
Defect
.
.. 2 ° -^
Fracture^
a,.;,.
HOLE NO
DIRECTION
c.-,Î
R L OF COLLAR / 8.4 -T .^SHEET /OF i 1
I
Frequency
" ilWater Pressure I
Structures^0
^,'„,, Test Losses 1
R 0 DÎntorCept Angle
,veins6,etc^
,
30^60â 0 eoi joints seams,foult
-i I ( Lugeons) • _ .1
°
^ tî^.^
0 6 M la.
Ôs
Descriv•ior,
1^
and
^(
Degree at Weathering^L ithoiogy, colour, strength, etc
7, F ,^Log
I
Ir
MOL_ON&LO PARki/JÎ—AKE FILL_^R-F-A
LOc AT ION
^0
-
I wirrE
ALLuv
5 re v so+7 (t.y
tuPb4
11
frly
1)1a cic 047 c-lay
cis^ A.3..5 4,9 tmf - 6°E,v,"‘
sIC51.44yêao^50..dy
clAy
12_
1
ray s; 147 Clay 0...)
5.4•••••stsAlet%g {-104-a-ss.
CO AA'S<sb4
3
0,--.41
r 1V42.4- irev4.1.
•
•
D s ro NE 14.....r.1 3( 47.y)^s+ l y
1
/
-
SoVta c o re L.J dL
5k-^.)^1.4Lc ki re— irreAks
/
/
ZZL
/
r514-GIL-qrax,b a...dl y
cu a4 c + r ock
'I
//
Haired 3 rayêt s4-tyrva
/
/ II
/
Fo-
/ /
/
II
/
11,-■
s.
2 7-
i
Dr ', ?Yoe
/I
0L-C
4-,
Notes
c- E ..I co
Water Pressure rests
Fracture .^Number of frOCtures per 75cm of core. Zones Of core loss Dlockec I in
CI kr
t1.1 ,
fel
ypot4 MI—C
.J AS a 13o RosCr
t) 14C
tommencbd ?
He.faind ■raa -taint Planes^Singles are measured re/otiveto o prone norms , / to tne coraâ..is
('ale
-
'reopancy - Alumber^nOt Lir Oi defects (shears, joints,froctures) per
25cm on'
bole
On
by
blocked in strips
. dve/ ornen hole fir prOgreSS Of specified depth
_2__ Levet in completed
/U900/75^126 iroil
in conjunction wilt) computation
Theels Test sections org
-
ore occui • /no or specit•ed intercept 01,9/0 range
ikuter ..en•e/ MaCSu , ernentS — O
• Values on
Depth (m)^Black Et White^Colour
specified dole
"
' '011 0 0 t^'41,t64574 /44
^"Ma_
^J
Gum^ 0 — 1 8 4
ne.S ,.4^...4314_t.0.4sL
-C-wr
,
SLeai^Record 1975/46
^ci.r■kket,^
r.c
t en, by
ftintit
^
155/A1§03
^
^
PUI-(Cl-kl_l Lir^Viii^N/-ILrfC.JUUrtl.C.J ,
PROJECT .^PI OLO AIC. 1-0^P AKA wort^—^LA Kt^FIL-4-Â R.6/1
GEOLOGY 13 GEOPHYSICS^ LOCATION _ __ __. .4-AKEÊsoki-EY^c...qt-iF FIN
,^
I^
b
—
90
ANGLE
FROM
HORIZONTAL
DIRECTION
^
(8)_
j
oacp
GEOLOGICAL LOG OF DRILL HOLE ^
r^Roc,^
0
0
COORDINATES .26/^
—
Type
,
, u
ccii f_^.
• lb
Defect FreduenCY
c^C oi 0 c. ki f- : b Fracture
Intercept Angle
D
RO
^
°
...
Lag
`.'^
'' ,t; 6
0
, 3 1,
,..i c3'g .
30^60^Bo^90
-
Description
and
^:
D egree of weother i ng
Lithology, colour, str ength, etc
^R.L OF COLLAR _ ^/2S I.
08
Structures
Joints ,veins, seams,f cults ,etC
HOLE NO.
SHEET _
1-F 3
1 0F i
_
ìi is 1Water Pressure
.-n T;,^Test Losses
--i^(Lugeons) •
a io•
,
IN ATER
S
re ,îlif-y day
)
_
J^' '
iii
Ate I-!- 1/V I UM
E-
[-- }
* .i
,
Sr
_^__
-^- -- .--
-C.-a..6-,.......40,
1
Red^bras...^co
44.474
•,
cA.s .o."^y1-4.1.-4
s t6ktl y^0-.... 0+ .7.
s........^.0...4A s46.4L.r...6.-,e.
to
$41.0".ok^....4^so.volvvym.
.
1^ ,
-4-res-ces of
1
1
^11
clay
_ ...._
. .... ^....__
___. _
__—
_
1^•
A 1...LAJ vi v r-i
1 ti
so• *A e^s.......A.34a..12 reca.11
i:-....^1...)sia.es^bcr4-‘44•••••
i.e....ay^v•%14--/ * clay
-_.. — ._ __i
.H
, ^■
1.3 1 '^1^•^1
-
, •
4
_.._.
0?....'t .,1 tar^.o3r.velâ...A
s.5.....41 s.-1-e..a.^-C-rat ofte+A3
i5
*
Ai-J-wvtufrk
•
wtiC aCr...o u S S...-"""a m^•••
b",..3.4-
Li5L+ trAy IN•3•-rst
"—Auks knrywt .
PSTOe
MO^Pi
•
1
i
1
I6
-
.
______ . __
;
,
_
-I
-.--^---1
I
7
671
I^7
to:c..1,
,^lb
1/9 iint
/
.
Set;.+ICA ...A AS.C41.4.1411
__
zopc n.s — is • 6 À•
_^-- . - I cevsks4ÊA;as^1""`—''
--I ws ,,,," wf^lAiy - „^,,
h.s..sFis et- core
AN:.71 -1u %5c'•'
- ---1I
-6
_ cb 1.4 p i act,^...f^40c."
- _ Ôilkly 4-ra..4.6, AJ,
— tar .s- .. iq .t 14A^cloy
.
Pi;:
I
1
.20.2 ei
1
_
•
Fr- S Ki
êt
C-14D oF Itoc-C
._
-^
Li^•witty 5( j 4t Y •
--
i
_
Droll typo^
6044 C
Notes
Fracture Log - Number of froctureS per 25cm of core ZOnes of core loss &Melted",
Feed .
Core barrel type
Bedding ond Joint Planes - Angles are meosured relative to o plane normal to the core dri,
N fr't L-C
4.41
.
150-,y,
Core occurring of specified intercept angle range
Driller^D^)--1-^C
,-.„,„,,-„„„,"^4 -1^7
Defect FrequenCy -Number of natural defects (shears, joints,frocturest) per 25cm of
'
Water Level Mû
easrê^
emnts - _.T.- ...eve/ when hole in progress of specified
specie depth
-4- Level /fl completisd note On specified dote
* values /17 lagoons should be read
/ft conjunction with computation
sheets. Test sections ore indicated
by blOCIted in strips.
Depth (m )^Black 8 White^Colour
Completed^"^"
Logged 0yr
-2 .50 1 4.S ■•••4■ 41.
ver ticol scale' be.. t^1C4.4.
—rk.e.^c,,,.... sa.....—fk^-C-nn...ô—
1.40.3^Kilk-^cr,e10..164, le .^DagAii "AK -ILO
C„. 4A,,Nutîs^6 V).65.4,:,%4AUT I 1 ICKS
C hy,c.itea by^Ø6644CAIL-
1-C•5^S k e e-45^95/46
.^Record 17
155 / A161 1353
M(Pf)/46
BUREAU OF MINERAL RESOURCES,^PROJECT^'114 0.1.0 NI CO- a^P A Pt* VV 144 1
GEOLOGY 5 GEOPHYSICS^ LOCATION _ _1....4_40.. _12%,01 t.-_,I. V. _ .114.1.i-17 1 t4,... ^
GEOLOGICAL LOG OF DRILL HOLEÂNGLE
FROM HORIZONTAL
cooRoiNATEsN Is.
Rock^Type
and
D avao a t W ea th ering
Litholo^,colour,etrength,etc
gy
,
6- .t *III
,.,
Log
o r13
0
Lf 4
(e)_.....rr_9_0!...,..^DIRECTION _^--•
wq....E ;_si....9.0 .^R.L. OF COLLAR^ (c''
Eu Fracture
- go.
Description
HOLE NO.
0 5â
ROO
Detect Frequenc y
---- -- -^
-Intercept Angle
0^30^60^BO Co
SHEET_ I OF^
Structures^:ii o
. l'
Joints,veins,seams,taults,etc â -I
I
ater Pressure
Test Losses
(Lugeons) .
te•
,..,
.
LAYS
WATZ (1..
_
,
0
.
Ii -,
Au-VVivIvI
Mack JaKely slily ashy;
lavere.•. Jo we Ao 1114 . 4.•
Dat ta_FA,
_____c..
...1_
, rtme
tiu0/10■AS
e ro..ir.tal, fray.
.^.
.
0.:
STP Refu.so..(
4
1
-IS-L.
-
_
..
t
0 o el tow salt it4(
•Kirite.^..ini sk-...t.^•cALur
• 1". tielpack j$.
•PCA r4.t...st
•Avarave c../ 4 14
I
*to dartb.rati ',Awful
Fitcsi4
ok....al^tiv.4.19.
to Gk. vs.
OLS I 10140.U. r
wet.
loc. 1.-.1-.. fe. 0 - 3 s'••
-se ‘'.....h ...-i 4ft 4,„c- a m
Ir-,—
:-.: 2:29.t
a.4 ot t e cevlci
_ boaôaliclibas .
-
— —
-
io... (20.4.1 .
TM 1 TO 17
4 A; r11 e.....wise.• es •
• Fro c4N, rack.* 6. 4...r 1 la . (sou
ill.11.80. --^111.404
1-at"".
--- -- 1. 010
1 - --
-11,4ecaroct.. 147- Mow.
19 -.
-
1
• Values in lugeons should be read
in COnjunCtion with computation
Bedding and Joint Planet — Angles or. measured relative too plane normal to the core axis sheets. Test sections Or indicated
Defect Frequency — Number of natural defects (shears, joints,froctures) per 25cm of
Fracture Log
Core barrel type^WMC• C!
0044_41,__ . ______ ._
Logged by
^
3L.-- Level when hole in progress at specified depth
CsH., clayÎD^
^- _ ikes f. C _0 1 _
14 tot .. 1 4144 :: iv..
1 4. - 1 8 .4 0.c. 1 cm,. z 1 ton
Checked by __^04.7^
-
— -
_II._ Level in completed hole on specified date.
/NO*
Vertical^scale^._
Number of fractures per 25cm of core. Zones of core loss blacked in
Commenced
Completed .^
—
core occurring or specified intercept angle range.
Driller ..^_^D,R.C.,
0
Notes
Drill^type
[7:1
Depth (m)^Black 8 White^Colour
noci.s4unc..
•
r 00..41^
........^.14144r.4^
^"
E:^CroL44.1^
,^•
•
Record^1975/46
.
_____
155/A16/1354
- -^
--
M(Pf)/46
^
l..ItOLUUT tek UtUF'HYÎL:b^
LOCATION _ _1,A_K_e_
.
5 _ _ _ _ _ _ _ _ ._ ^
GEOLOGICAL LOG OF DRILL HOLE ÂNGLE FROM HORIZONTAL (e) _ '''... 9 0
cooR DINATEs /4 .11_14_4
^7..
Rock^Type
and
v e ,,.. z^,2,,, .
. u
C 2 . 8^
-
Description
Lithology,colour,strangth,etc
i g 0 .-...., LI a
6'
a
ra
all;
6- -J 1.- a!..'
"f a
1 !a.2.
^DIRECTION ^—
R.L. OF COLLAR _
Detect Frequency
ROD
r2 le•
1
HOLE NO...
giV_A...401_ _Gtill.A.E.P. I r4_ _ _
Intercept Angle
0^SO^60^60 90
.1_
I1
L P S
s' '
Structures
Joints ,vein•,seams,faults.etc
SHEET^.I. OF I
,
'ci, ii Water Pressu
Test I on...i.
IL ugoons) •
-0
4î
1
'
—
I
.
^ _
I
1
--
I.-
WATER...
_
--
—
.
itw ALA,'
_Silt; Jou...cl awl cLay
A LL.0 Vtl) M
Jow,tiâm.enAl 9 1'4044
Ides*.
-
Rs'14
MuOSTOME
PRE S H
o f gees V&A ....S.
9 roar.* ci, s ray
:^.
IS...
•e
-...
H o do co* alp l..... ea'
0.4..olêfro, A 3 .
0/.. ook two. et., t ‘411**.k.11"4114
iu. ptoccou du... +I.
c4asaloi i pep.cael airEadit
S PTÎLCIFOSA L-
,
OM
1*
.....
_L.
•r
if,..
ri
-
-
-I,.
- 2.
- . • ..
- -.
a. -
-. _ -.
-
161
/.
- AI. a urt- S o•/.. o iPte.° voi ma. cavil..
-4 11^c.le rely i so il...taA4
co- p.o.e.* wrio al .
—_-i• CO re (44**514.* 1 a •
u p +o. 35tre. ^ r.
NO T
TESTED
41.41(^;••.. et ... cad
.f.e..•^re. a .
i
_
—
-
_
--
---
----^
-----
1
...
..,
--,
___
11
_
Drill^type^.^___
Notes
Feed
Core barrel type . _
.^
• •^
-- __ ___
Driller^DH.C,
Commenced^....^.
.* Values in lugeons shouice De read
Bedding and Joint /None& - Angles are meosured relative to a plane normal to Me core axis sheets. Test sections ore indicated
Defect Frequency — Number of natural defects (shears, joints,froctures) per 25em of
Fracture Log
—
Number of fractures per 25cm of core. Zones of core loss blacked in
Care Occurring at specified mtercepf angle range.
Water Level Measurements - 1_ Level when hole in progress at specified depth.
4
D .C. . ._evcc __ ^_ El
_II.-
Level in completed hole on specified dote.
Core
Photograph Negative No.
Depth (m)^Black 8 White^Colour
Completed^. 111/17_9...
Logged by _
Vertical^scale_ ,.._ . ._ .
0 - 14+ bet : I. CAM= 3.+V1
14 - IR 6....Î c.vo z I but
Checked by . _... 4k,/,^
•.•
o•
.-..
.- -
Ct If, doll
.C. CIL Kai^
G mond^
MS.ICtikOAC
-_....__.^_^..
-._
Record 1975/46
_____ _
15
5/A16/1355^--
^
,
^V'lLiii.L_
îll
GEOLOGY 5 GEOPHYSICS
PRO.JECT ^
4. .
LOCATION
M r....s-c)
^
L
(e)
COORDINATES )4_112..0 ^ E
Hock
r ipe^ Description
and
^
Lithology,colour,strength,ete
ii
°
o
6
SA,
Poi
.1HOLE 1, 1(Th
nLt,j_
— 9 06
DIRECTION ....
2S (*cm^R.1_
OF COLL AR I SAS ^SHEETÔF
1
-t^•^--
Defect Frequency
Fracture^.-- - Structures^•;1 T.t.tg^
'6 Z
.t lasstic
Log RODÎntercept Angle .
0' rip^
0 SO^60^BO so Joints ,veins, seoms,fnults ;etc^4 -, It •igeons/
1^1Î
e 12 á.
2.
LAK.E
INAT
1
IL
,êftw4e.2.1
ALLUVIUM
Ide
lobe.* let9es",,te,
.11-91 fLGPv/soki...
.1.
coes.tsa
PP." S
srt 3.7
Pivue. 5 ee.% .14 a4 )
ITI111.firp
11
•• • • - — sookr^/1"rh.
6.4 var.'s. 44. 74P`
II
*tease loo.ss^.
va.64.1.;...âeo4C .
r-0.0361
Au4ec..34. coca lap.314,
8
/ •
Con.. vv.° d area- 4.1i
19
hardoe4Frol...5
MUOSCoM E
MI
Coo okoraiti iiiui4 £% SS fSI
4o5«
111
IN
NUM
Min
MUM
p.
• •••
1.1
p.
P8.11514
V
11-14.1... is toe..s
bu.se up
wo ft-
SW=
mem
MEM
MUD
Mill
21.1 -K.4 irocu
13 vti,...semtti
Fr.pr.
so:v.1-4d
NEM
Ices'
e
LI
4e. we li 1.44..
111110
UWE
to wit
.fraeohare a..61-4 e.t.a
MGR
EM
MEM
Notes^
Drill type .
Feed.
Driller.
Commenced 10 /617
ogged o P
y
1,14, cuiq
C. purceti
tid:Ic.u .
Checked 13 ,,
.CcitA
;
11A4
—^
Level when hole in progress at specified depth.
-.IL- Level in completed hole on specified dote
Ver tical scale
l
Woter Pressure rests
eeke in^• Vo/ues /ugeons should he read
Fracture Log — Number of fractures per 25cm of core. 2'enesof
core loss M^r:
.
In can 11 oCt i efl with compiitotion
Bedding and Jomt Planes — Angles are measured rotative too plane normal to the core or, sheets Test sert,ons 0 , er wrI:caturf
strips
Detect Frequency — Number of natural defects (sheors,Joints,froctures) per 25cm of ^by blocked in
Core barrel type
Completed
wes E.1.4..‘ 14.14.1
a...A(0e c.L..L•f:A4
Ej
4rrlLI
0 Mud staine
Deptn Cm)^Block S %non^Col,Jr
jI
Record 1975/46
155 /A16/1,55,
^
I^BUREAU OF MINERAL RESOURCES,^PROJECT^_PIC.-P 1'4 CP‘.0^.9A11.KYVes.4.
1 GEOLOGY El C;EOPHYSICS
LOCATION^4.4.4.311,411,^Go... 414.1^Genf f ie.%
I
1^
°
GEOLOGICAL LOG OF DRILL HOLEÂNGLE FROM HORIZONTAL (6)
Rock^Type
ond
. a ,:,t,e
7, ...0 3T
g .__Jal cs ra.
Descrip tion
Ldhologi, colour,strength, etc
3
2 E :_.'
Fracture
Lo g
" 61
.
Defect Frequency
Intercept
Angle
D
7
SHEE T 1ÔF^1
, ,i) le Water Pressure
•
o^,?,'
- ,
Test Losses
(Lugeons) *
structures
so^SO^so so
L. NO
LF
^--- 4
C.^DIRECTION^--- ^
^24c•^R.L... OF COLLARÎS 4..r
31
COORDINAT ES _0103 ...g
c.
'2
= .,€,
HC.)L
._.^.
A-1
Joinfs,yeins , seams,foults,etc
0^6 i2 M.
_
II
,
.^,
i^11
q
--,
--1
--1
iÎ
LAKE
Ifo■Vt CP.
I
h
1 -
1
....
___. _.__
l•-. --
.
,
5—
1
•—
•Mitch,. 4-. " 'act& sond
I
^-.----
cm,41.‘ Clay loss.swei.l. ,
•Ytil. ,., 'fay
A LW NtlyM
s
J41 pupil alai
•comfit^twooLal.ÂAA
li
rt ■.04.e•^C3 relL..111.A
it
.
I.
,,,,A.:-4,..r., .i..z.id - Oft./ tlek-fay 6.......ta,cLay
gt4A.L.G.
._
---
9
v•-"1 egial be 0 lia..."
IMU D f To NE
"^•^,
(r1 km... ci;^/ o fi
rien.‘...4 lottisti
... .^Now .....",;.07
C•tety 4 f
s_,...
4c+ ccot4...141-t4l7
6, at- ad •
0. • %40,Lere.44
111Z7
-ty
.a.4....A
-
--.--..
..--
..—
.--.„..
14
in
cr
„„ ,
b a.dala.Lt ?lariat.
--.....
I
-
.
...^-
AL
Ulf
Up
I
■,,
ClecistAZst "A. ..), 000 4.
MIMI
MO
_..—
__ .4
Ou
• .4.^_I
e
I8
g It I C..."
Cott Cf•asy..........44.cl.
11111
17
N
Fa eFael,ôi.L.,...5
.......44.,4
.
£ PT^11,GF‘.1S A 1.-
IC
..._
---_ PIPV.A.
a-cbe-ic :4)^weakk siAgl
. ...
144.
01 '
. 0
. .
a
-
— ____
'• •
OM
III
III
••• .
IR
IONS
1
,___ _ _____
^
_
I
I
I!^•
..
---
-
I
Î
I
-.I
---,
I
—
Notes
Drill type .^.._^
Fracture Log — Number of fractures Per 25cm Of core. Zones of core loss bloc/red in.
lead
Bedding and Joint Planes — Angles ore measured relative to Op/one normal to the core o^
r
rel
ype
ore bar^t
f CO SLA.^. J i' v.".
.
Iriller^
Defect Frequency —Number of natural defects (shears, jointr,froctures) per 25cm of
.
Is It C•
ornmenced
Water j ewel Measurements — _i_. Level when hale in progress at specified de0/ 1,
—St— Level in completed hole on specified dote
'
^--il Completed^..^31Sirt
l
Logged by _D_
L C_..eyjfati
e rtical scale^..^_
.• ittsott.^least:^Lsvi
itte,4 .6K61.,^10,4 :Î wt
Checked byÔf
is
::
ao,
* Values /17 higeons should 06 road
co,nsi ur
n:sr. /fade v
w /Ione.fsoam
,e
p unr d
a 1; oan,
. srn oe
n
e 0,
_ _
Depth Irn )^Black & White^Colour
^-^----^---
Clayîtl+
,^1:3 Pt u al 1+4+ Ke..
-
.0 A 44.4
rok44.1^
917/C/61 pooaH
----r -ICC rAi6 /13,513
:_~.
~
----------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----------8UREAU OF MINERAL RESOURCES,
PRO~ECT
~O(,.OJJ.GrI..Q
fl'A_"-"'WAI'i
GEC)LOGY a (sEJ)PHYSICS
LOCATION
J.......k& _a","_l..c..., <;"\.ff\~
ROCk
Type
ANGLE FROM HORiZONTAL (e) __ ~_C\_C?___
.-~:
Descrtptlon
ond
O.gr.... at Weathering
_
DIRECTION
R L OF COLLAR
COORDINATESN_ll~5_4;L!4:_ k't~~_~_CL_
o.!ect Frequency
Fracture
:~~
Llthc..loQY, c~lour t atrenQth ,.etc
Log
3~
HOLt NO
6
LF
____ _
_1 'Oz...._,_
J
SHEET
OF
I
Structures
Intercept An<;jle
ROD
-
eo
60
~_ _--------_--T------------_-------------r,---.----r-4l-...=~t+i=-t-tI~.-_,--_.---'-r---_r_----r_
z-
L~
+-
Ii
f--+--+- --- ---
!
---+------j---+-- -----+---1 ---I--
------ - - - --------, -- --
----
Ii
, I
t-.i:
--1--
8-
I-~f--+-
--,,-,+-- -- --
,- -
i------
f-~--+-
---1- - - - f--+--f-- ---- "--I---f---I-- - ,---
;;-
f--+---+-----1I-----lll tole, lo J
r-<...:"'l"1 ~~~
•
,,..,,,,.c1
j ,,,4I'o(. W,_r
..
COt'~
, ..
",.1''''''..,
loft- ...... cl
_-.. s01.
"".-.1&.
Cll.144 "
....;, l'l
j,f'ok....
..,
C.i'4.
--- -
- ---,
-- ~~
------ ----
1&-
.,u. ..... 'kCA';"i~
&'IIc.e.,+ ~Qr ~u'"
'S,,_ - \1.'+ ....
-- \NM". ~.a.,~",
£-----
k_c1..
bro"--.........CI/
,"..I
ft',"*ur.cl (s-...... ..
----
t\'+'~.>4.' y~f'I.
,
.
-.
POlo""",,,,,,,, ,,".. "pGlc.&d
l~ ~o
-
-
SCAN" •
~.:w.,
... --I. ...t-
\0·
tD--'1 II II I
---
1---
11 --.
--
~---
-,-
I , L1 I J
c ____
1----
----
_c __
---_. ---- --- ---
_._- -...
-
-- ----- _._- - --- ----
_
.....
-
I
---
_.---
-- -----
1
Fracture LO>l -
Feed _
Core borr,,1 type
"~I,.(..
Driller _
Notes
Dr; II tYD"
£f",OIollo\, .l>_'.~
'DH- ~
Bedding and Joint Planes 06fBct Frtfqu6ncy -
.>1 ~ l' 't
lOQQad hy
DC. I'vneU
Vertical scale
0 -I~-. .. l Co.......... 2._
let -1.1_ 'l.144: lC0M4: ( . !iJIi:i!~~,,",";.\I··§'l)!.·"e.d bb.- ~ I
Angles are meosured relatIve to a plont! norma/fo 11'18 core
Wattir Level MeasurBments -
..I- Lsvltl wflen flalltl17 progress at spBcllieddepth
JL.. Level
~
~
OXIJ
Numbsr of natural dsftfcts (sfitJars,joints,fracfuru) per 25-cm of
core occurring at sptJClfisd mftlrcspt ongls range.
Commenced
Completed
.. Values In lugeons should be reac'
in conjuncffon witll computatIon
Number of fracturtlS per 25 cm of cort!_ Zones of COrti loss blocked In
In
camplBted hole on $~cified dote
shuts, Test sections are indIcated
by blocked
In
strlPS_
------Core Photograph Negative No
Depth (m)
Block
a
White
Ci4y, j.U·
So'o\4."
~vc.t
_~",clS+oll\c.
.---
Record 1975/46
'''''''. -,.v
~--.-
-----~--.----,-
.l55l ~1f31 ~3~~",
Colour
''''_iFlfJ\U :)/' MINERAL RESOURCES,
'"Ci: OGY B CEOPHYSICS
GlOI UGiCAL LOG OF DRILL HOLE
!
I
I
1
~1'<L'f Ii\~, , ....'" ....... ct.
I"'~'f
c.\a'f • ..r._4.
"'4of
8f'tII".. ' ... _ ..
MUOSToNE
SOl-\E
M'No~
IU... TSTONE
V_ ....."ly
~t ... ·~c.eli
t'o_,tckc.l" +0
+--e ...... ,
U
". -....
. -.-
-.0:.
srCA(, f-\~ ~"'N"''''
61c.c,t- tee" +""l.....
N..&.. ~ .I~c"'_.,
'-""9&'--\('
~ ....cl ~oJ-t.
18
_ 0 aI&t'...tc.t'f
--~
----"------------,----.----,-------------------,------------1
Note.
D"II type
Number of froctures per 26 cm of core. Zones of core loss blacked In
Feed
Fracture Log -
Core barrel type
Bedding and ./(1i'" Plane. - Angles are measured relative to a plane norm(11 to thti core OXI
NMt...C. fo,~ _~'":(~ __ _ Defsot Frequency - Number (1f natural defects (."tlors,joints,fractures) per 250m of
corll l1CCurrJng of specified Intercept angle r(1nge.
Dcliler
1) tt C.
Water Levtll Measuremtlnt. - ...L- Level w"en "ole in progre$S at specified dspf".
Commenced
...lZ-. Lllvelln completed 1>01" on 'Pllcifitld dote
*
Values m lug80ns should be read
In conJunclton with computation
,I'IHf6. Test sBclions ore IndlCaffJd
by blacked in strips.
Depln (m)
Block So While
Colour
;.::,
~
Vertical scole
i."':"
L:..:J
l .._ .. l_
E!1
O-Ict--.: l .._ -:
l'f"'_c.....t.~
Checked by
r:-:I
~
<7_-1
M".~II\
... - r,l+l~o""
Record 1975/46
I 155/ A1S/1359
^
^
GEOLOGY GEOPHYSICS
PROJEC T . .
GEOLOGICAL LOG OE DRILL HOLE
COORDINATES
r
Description
Lithology, colour, strength ,etc
a
(e)
T LFII
7E,
Fracture
Log
6 •
HOLE NO
).^DIRECTION
R L OF COLLAR^2.5
261 °S^/114S— 0.4
_••
06
Potal(14PlY
1C15 BuLLEI ^Cr.A.1 F Ft P4
^W
Rock^Type
and
11,01—C"46.1-0
LOCATION^
ROD
• Defect Frequency
—
•I^Structures
Intercept Angle
o 30^GO BO 90 joints ,seine, seams,foults,etc
mat
)
Water Pressure
Test Losses
ILugeons) *
pl:LcAP
4.
. 11.".3
c..44:fs - • . ^shrew.
C• loot,' Steekrot‘ei
"1°14 4. Pees.
toy 1:4-HAs C.ie.t c•e
Ics
sI
1,14.4.ri^- okay ba
(..t by did .
/0
3
I^
12 S.
s14 eitc41
4% 4"^(q.4
SHEET
464 Ow..
: -
9
. ja
o^- irreas. 1,
scs^
LQIU.s
S.444
.
Ceit•tHr
.Sovre SO%
s
c.6.;
'6"
Ea.( -^4.■
c^-14.4 c1W è
SI
-
st •
to a. ca1■4 cage.
e.t.cfriary
PAW^Crrete.k.srkey
^fly
^■-..j
cloy.
4:7 1.5 .-- 5 f iS . St...4.0 err
c..ru
)44. 4:46/1"celz:
wa %
k.^/"...y
s
5 te.;..17
148.4. tra y
1.-71L.1.11
4* V.
st.efooket
ICAreIM 4i,
-^
y^.
en
r
0 0%
,..;144, eye ;4 •
1
îk.,a41.••.111,04
,
Carve. ^1
Ia.," 44,
■•■
Tf i so
40 I is- v.
k^6.4
60.41.J..:-.t 3o-4 0
.
END wt.-
64..
I^ I
H
'
Wi
Drill type 6."
Notes
141C..0
Fracture Log — Number of frac f
Feed^GRA \
Water Pressur e
Per 25cmôf core. Zones of core loss blocked in
Oefect Frequency 7— Number of nofurol defects (sheers, joints,fract urea) per 25cm of
core occurrmq at specified intercept angle range
D. 54 -C
Water Level Moosuremoolo —^Level when^hole in progress at specified depth
Comrn•nc•d
-II—. Level in Completed
Completed
hole on spot/lied dote
14 4ly ijetri‘1■011•1
Logged by Q 5.04/4•1419"•
Vertical scale^C.
Checked by
^
Bedding and awn! Planes — Angles are measured re/olive to op/one normal to the core ox
Core barrel type 14 h4l—C
Driller
^•
.1—
0941ACIA
.
• Vo/ues in lugeons snou'O be len,'
cOnfunct , on tv , th computot,on
shows rest sections ore ,nd/coted
by blocked in Wits
.^_
Core Photograph Negiii.ke No
Depth (m)^Who.,^C.910.,,
p 14C. des; ak , ve-s
14901124J 414,, .....1eMIL441 114441
S W^St
iet y s./ -Maw 4,4 .
F-*- Fr.ast..^4.01, •
Record T975/46
155 / A16/ 1360
~'f"'·I,.c_~~·"".r~lur.11
1""1.......
i
~
?:f.
__
0
~_
g0
Log
..
RQ 0
lIDefeef __Fr.<luency
Intereapl A"IIlio
~~~~ ~~.~.~-L
~.
Si ~ i Test Losses
SO
60
eo 90 JOlnh,vein., •• om.tfoults,etc '$...Jj (Lugeons) *
~~L-~__~__________________L-~~~==~__ _
__
--- -
II iI'~ ~-
~. I! : H
1----
I
i ~.l..-----.-IW'?te r PresSIJre
Structure_
t--
~+-----=
I----+---+-+_ ---
II
f-----!~___l_---__l
~-+-t-----t--
~-+-+
1----1- -- ------ ---
--- -- r--
1-----
- .----- -
-
--
----
~---
~--
f---
+----+--+.---I
.
f---+ -+-..---l---l
-f-t---t=
.. t~ -i-----J
---+ -
~
.+
+--
I
+-
" -t
-
-~
----,
--j
--. r--,
I
f-----f--~---+---I
END O F
H~e
1·-'0
~~
-- -- - +--1----1------4
".
_.-
---+--+-~
1-- -
f---
-
f--- --~---- ~-
-------~--~----__4
Not..
Drill typ.c;;-e;~(_Q. __ . ___
Feed _________ CZMVIT;f
...
L
. _ _ __
'<II.rP".. ureT ..tt
Fracture L(J(I'- NUMb.,. of fr«dUl"e. p#Ir 25_ of oore. rttne. of core 10 •• blocked in.
Cor. borrel type !~ 1'\ _ .c;._.~ Bedding and Joinl Plane. - Anflle. tNe M.a.urfHI reltln~ 10 a pl(J"e normal to 'he core
Driller
D-H L _ _
Commenced
Comploted
Logged by
4- -Il- 7 ~
R._So~~~
Vertical scale-4-' __:.J.£M,tI____ _
OXI'
Drdecl Frequency - Number of nalural tlefect. (.lIear.,joinl.,fraelur•• ) per 250m IIf
cdre occurring al.poeifled In'ercepl anflle range
Waler Level Mea.ure",enf. -
f"\,W
::'>w
-
-
~r ~+-
..L. L_I ../ten hoi. in progre". af IIpecifi,d dtIPfh.
..L. Level in comple'edhale on .".eifiadrlafe.
M.ocl-J.~ VI~
~l~I..+I)' w~
~-~~.
-0'1'1'.--'
~
~---------.--
Record 1975/46
'* II ....,'., in lugeanll should b(J rood
in conjuncfion wil" compulalion
"h..,•. re., .eclion" ore indlcal.d
by blacked
I
In .'rlp•.
. -- ----- - - - - ,
Cor. Photograph Negative No.
Depth 1m)
Black
a
White
Colour
I
BUREAU OF MINERAL RESOURCES,^
^6- L- 0^PARK 6./ ity^
1'4 0
PROJECT
GEOLOGY a GEOPHYSICS ^
LOCATION ^ ,.....A ic E.^13....A.L.fri^CALIW'Fr NI
1
GEOLOGICAL LOG OFL DRILL HOLEÂNGLE rRem HORIZONTAL (e) ^9° ‘
-
Rock^Typ•
and
cooRo tN AT E
Lithology.colour,strength,etC
0 0
21.6
- ;i
roclure
•
^
ROD
Log
&P
^
^DIRECTION --------- - ---
sf .4_44,135.0_ .td A A -2 S^R.L.
': . .
g i
Description
.
OF COLLAR^1.6,4
Defect Frequency
-- -^- -^-Intercept Angle
SO^SOÎSO SO
HOLE NO _
FI
--------
•z,
Structures
Joints ,ssin•,seams,touits,etc
5
SHEETÎôf I
`,-, lir,
...6 ;
a -i
°ter Pressure
Test Loam
(Logeons) *
•
IVRTgrt
--
I
rterx. 0 ,Ls.
16. -
•
V) '6 '
^
brown sa"el awl
s s+
11 •
pt:ic.as wri4.
.."‘^ V' AliZ cir.^ctalf r t'cis taris
A
Cr fay -
l". ijie
tre:714Wyeet^1=0, 6Z/e
di
— 24 1 5 . C (sky f kirk 10,01/ s
Piddtf i It Wu meg. 0+
Z^—I 1110"^-14.ds" sta.e.A
.2' 44;n4.
't^ 7 clax_lo.rwr
11^32 6'
6
O.^ occur& S IVVIy raraaol
...IA), of, c l,,,,., ;t
Lino., camera ree ss+
.
r,si so44
.
—
.2-0Z
.
36. -•
-II
OW +0 .
-.1 t.
ii
...
...y ..... kagri...04.1
1.2:...4
Ga40 OF^1401.4^5-3 1 0 v
- -------- - - -
2^-
4107. S2
: --7
- ---
--
..
_,
adi
,..^802 +4
0A- lo...3 c
C 1.4
--
•
1^ A y54.42- .a•..4 ^5 reta:A4.
14
M. 0 CVSTONeêi;c1 cOby
40Z
4
rt. tit^c.1.4i - Ir vf iv.mt
vs^
-
- SO
Mora 30......1^44.+.. mak.
t^cl..443 . Kottly^33+
.
41;
6
A
N.-I^
tf)
tr^
1-
-
+
202,
I.
221‘
..---
A
§
I.
...
alloakIbeseel e e alt cia.46
.
,.
nu
or,
--
Vilify
-,1
c ticts4^3 crkiiart.5
C %Levi sork.1 ^L. so .. stoc....3,
rt .icas aws. 1-2,
C.v.&^
.
les t" ler.% .
_
rc -
5TP :
,- Is
60 -
13
&SACO
*
C/2
let^
-10
'7'^4-/-3
2_3o"ê..446./
.
Feed_ .__Crt
. 1.14..Y1 it_l
.^_ . _ _
Core born", , ype imize iy.y ....
1
—
Number of notu•o/ defects (Moors, Jointe,frocluresi per 28cin of
Core occurring ot sp•Cified intercept tong/orange.
-
Commenced .
6 - 1 i -74
Water Level Measurements — -I— Level when hole in progress of specified o'sglit ^•
-2.-- Level in completed hole on specified dote.
Completed ^
wrt-alt
-
Depth (m)^Block & White^colour
.
C i..1 - c,,,,,pleAwly w &Aiwa.
Record. 1975/46
Checked by .^.0
-_ci
bil blacked in offlPs
__^.
Logged by _itr._^__ P4.14'.._
vertical scot. 4. ^.i.C.Y.I.I___
7 Number of fractures per ea an of core. Zones of core loss Mocked in.
• Values in %moons should be read
soor
mpumt d
o Icioon,ed
Bedding ond Joint Moms,— Angles ore rneoeured reiotive to o pion■ sorrow/ to the core or* sinh owei.47::;1„
w; lc
fracture Log
De fecl frequency
•
Driller^CA4 C
2.8 fa "^go.4.410.1
5 7 i..2 '
Notes
•
3/3
-
) -
Drill type
1^
155 A16 1362
-
-
'-
....
~
"L-~VU·"Vt:..::;" ,
• ."",'\1'--1',"",1..-
~.
GEOLOGY
a
GEOPHYSICS
GEOLOGICAL LOG 01' DRILL HOLE
Rock Type
and
Oeg- of Weathering
_
COOAOINATESl_2£1 ~_~Ul1L"-".o____ ____A.L, OF CO~~~~-_'~
!
O•• cription
Lithology, colour. atra",th,atc
1",,·
D~
,,1+ .... it'--
AN()
SAI10~'\'"oNc
s-.....d
<:s"c- .~~
p'.Co&-I , _
~~~
F ttA61"'1f0f«5
It'"
_l4-',"
c.1../It'I
~.~ a¢
~..,.""",..,
_ .,.t .
y ....IA._-br_.
s.+ c,,-,lU ..p +.~'-
SoLOPe..,A'''
~
SII..T1 'l.-A'"'I
... I.o,,~.
~ 't ~)-t".cA
r.c.co"u..... '
S&.o~ew ~5t1
s.,.._
........
si 1+)' bru";"", .$~ ... ..w.
(0 UM.-' fill .,. •.,..,. ~~
SAND
A",C>
...-to- S ,-S.2'
6
Sfo-t
~"-f. , ,.,...{
~
liP
~
~
~2
-
I~,"
-
.~
51>%
~~
5"'-1
'D'
:;;:
- #- . ~ 10%
_-,_:I
>l,'
.'" .,-r\-b
M
-.e
II
c----
i
I
"'A.s1..~ ~lQoo(
j
_ly.
i
i
j
II
1
,I
1
j
-I)
~- ~-
II,
I
HS"
1
..
J
-11
j
~
S,
to..
1~!:~pressur8
Test Losses
j..J (Lug_onal
_11-
--
"
i :
-i
-
II
-
.
.-:
"
..
..-.,....
Structur ..
JOint •• "aine, •• aml,faultl,etc
I 1-.0
ue>-
......
I
._-
!I
lOot
~ -ro4
::::::::
~
I
SHEET.1. OF J
i ~,
'II::&~~~
~.
M.uDSTONE
"""'0 oP
4
"
-----
·1
4-
.
s.,......,. . . i-U..
crttA'IIEI.
-,
.JO-
A.
.".,..~
....... ."..u... ~ .~.
W.C.I\
SAND
,,.'
...,.
_-,-':i._-S,"_- -.-_~_-.~
(-
L~ J (,
HOLE NO
(v~4'" 75')
.
~6
46
c:A..~S... ,)....... " .. ~..c.
e..,,_
---
Ii"
lii
A-
~~-~q~,;~
_~ ef'.
LoI-~~
4
(SI.DP£"'~)
,
F'ractura RQII
:if>
A
A-
II..'TY
:i~
IJO
~k q,r-.y c.~y
cLJ\Y.Y
-
.'- --- .. ---
ANGLE F'A;M -HO;I-ioN;'~-L-(~)~~9P-~_'~:: ~~ '_' -. DI-~E~-T-IO~ . - -- -~- -- --- -. - - - -. ,.-
!.f+
'lJ",~jj;1t
~,&...,...
PROJECT ____ n.O)"9- "H~:"'Q __ . __ ~A~_~.Ay. _________
..
LOCATION _____ k~~__ ~~~!,--_~ ___ f'_:~I_~IFJ!'.f _____ .c ___ -- -. - - -
I
F~ ...,.J..~
60-
I
~\y de.-. 10'* c.\o.y
-I'
.,
;... CA'U& "'eA
J.,:.;:.,u A.
$'"&'4 "
bO' 0"
60'* "
~-
6,"0'"
. ..J $ &'4,.'~ -..41:
-t-c..a b ,..-..It. ~
"" \tw.-t:k ~
~~
1.& ....
.-
~~-6f1A?'
~S
t:.1/~,~
~u....~""
e(~ c..lq.y).
~~~ c.-1
....
;.~
~
.-8c:..- ~ ~ 2:2."",
,
1
i
'- -
Drill type _G-:1[5~_~~___ .. ____
,
water Pr..aure Teat.
Not"
'O{I- Nllltlb., of frtICflll'u per 1$ em of cor•. Za,..e of care ",•• bltlcked in,
• Valu .. in lugeons lI"oul(/ b. r80d
In conjunct,on """ compu taflon
or. _a.llred relafi~e to a pla"e nor_I to ,he core ox"
t ••ctions or. indica/tid
Core borral t ype ~ r:1 k ~______ Bedding and Joint Pla_ I
by blacked In .'rlps.
O.f.cf Fr.quency - Nu",1Hr of nafurtll .f.cftl (.".ar.,jal"'.,frtlCfure.) /»I' 2'!ltlM of,
-.
-. - ---- core occurr/nfl a' tJPMllfled "'terHpf ~. ranf/'tl,
COr. PhotOQraph NegatIve No,
Driller
'OttC
.'
Wafe,. '!lIel /IItIa • ."._nf, - ....I.... ·1AN1 ""." ".,.In
tlf ,peclf'.d d.,,1II.
Black' a. White
Colour
D.'pth(m)
COmlTlanced
.lQ-74- .
...ll- ",,,,,1 ill tlo""".fed IH1Ie on tJIItIClfltId tID;.
----- .... ---- -- - - ..
--' -----Completed . . . _______ . __ . _ ..
-_ .
----------Logoed by _ .~ ~~~"fl.
-- - ... - --SW :",SItj,l.+l y .;.,~
----~--,VertIcal Icale
;::.1.G4M._
-
Feed _ . _IT{l"Ay_rJ:'f____ . _____
Fracfure
An",..
."..,•. r••
,,-. .- - -.
pr""•••
_.2- q":,
Jr'
ChAo
I 'bv
..
.~M~. __
--------_.~
R.co~1975/46
'.
----
.155/ A16/1363
M{Pf) 146
,--__ ._ _ _ .._ _ _ _ _ _ _
. _ _. _________._________________________ - - - - ..-----r- - --..-- - .....
GEOLOGY So GEOPHYSICS
PROJECT_ f:'\O'I.:'?r:Ju:-~
._~~~I(~AY ." __ ' _
LOCATION_. ___ J-AI:<E ___ T3~j~.{.Jr_t____ GrIt:I.F'FJN____
GEOLOGICAL LOG OF DRILL HOL E
ANGLE FROM 1£RIZONTAL (e)
__
--··------·-------9·..
..
---<?~- -- .- -
1-_________r-_ _ _ _ _ _ _ _ _ _r-.COrO_R_D-r'NfrEs--.:?-$-~Q-R-N-'-t~L---Rock Type
and
Dell r.... of Wealherlng
Description
LitholollY, colour ,atrenQlh,etc
1
~
-.--
LF 17
_ ___ ._ ."
.-.--
"'-'
DIRECTION.
- - - - - - - f- - ' -
RL OF COLLAR
:.~:~ fracture
~~;'_c::~'~J
!,;
Log R Q D
Int.rcepl AnQle
'..ItO
50 60 eo
HOLE NO
-
-
_J 8~$_________
Structure.
..
.
.
JOlnl. ,vema, aeom',faulh ,ele
i
i
rV 5 ~ + IIf0J:i
I'-SHEET.J.
OFJ:~
I -:0 ..~~ ~~:~Pr.ssur.
I
rest Losses :
j..J (Lugeon.) * ,
~.
t"\
10 -
II -
"",A-rfjtl!
12. -
-.
-
110
. lit
511-'
IS·3a ....
'<Jetty .......
I'WO"S't"o'" E
1"\ I",~..
-..
n--':i>t
~~
,;' __ ;t Co
~.......
~..w..~.
t;
II· - ~
~
.~
I~~~'
,00
f--
,'" .
\J
~~
'OD
17 "" .... ~r-l~.z
I~ /~ I - 1... -;",,", *'
.N
,. -
10.
., -
-fL-;My'
~(s$d-e.) b.Jt' S~
%:;..
F,-
SfClC.klaJ ~.I. ~
uc.o- ~u.. .......
~ ""
(HW-CW .......
,YOU
~'" -z.-.&)
~
~
. '.0
0.-
-;.
1----11--4--+ -
z,o-
"'/
~- I--
~-+--+-+~!I'i c
.. c -
1--.. ~I--4---+--1 " . ,
"3
~I.. .,..,....
~~
silty'" ~
1----+-+-+----1fy,;+~ ~c.c..~r:!t. ~ ~
I)~ ~~'f~
-
'0.J
...-1;'-". ~·I....;.,.Jr..J
----!'---+---4 c.1.os-ul
.. '-+-----+._-- .... -
~.......w:s
..- 1--+---1--
1-·····-
r-"--+.--j--- ..+-.-- ~- f·--- r'''-
1--.--+-. - - f -
Drill typa ,c;~_~(~
Feed ... .'":~l"y!l~rr
___ . ____ _
___ .... _. __
Cora borrel Iype _ ~~I:-~
Driller
___ _
.'P.Iot_ ~__ C. ~ J:I}. __
Commlnoed .2,6 . ·_ ~O~
?'f. __ ._
:::~:I:: -."1~--,_~::ii ~rti
f
waler Pr...ur. r •• ts
Not ..
• Valu .. in lugtl()ntl .hould btl rtlod
in _junction witll computotion
S.ddfflg ()W/ Jclnt"/o",~ - Anti'-. ;".. ",,,aurMi r,,/ofivtl
to
a
1I/(Ift.lltH"mol
to
lho
cor.oxM
."..,•. T••t tltlCfiontl are indicated
,
.
"y"/aclt" in .tripil.
OfIf.ct Fr"qutInIly -/VuMJI.r of ntlfurol .f.OI. (-.tlr.,joint.,fr«:tur.. ' ".,. 21S0'" of
- - - - - -_. - - - - ccro _wring at 1If/.clfi.d fflfort»pt """,·I'onritl.
Cor. Photograph Negotlve No
Wafar Lewl AI.".uro_fa - ..L... '--'-' ."."
prOF"•• at tI/HClfl.d d.//I.
Depth (m)
IiIlack a White
Colour
.Jt- i..ov", complo/od Il0l0 fJf/ .-elf/tid dill'•.
Froctur. Log - NUM".,. of frtH:fur .. ".,-16 _
of Dtlr•. Zon ••
til corti"". bNH:kH in.
' I "''-''1
___ _
Vertical ,cole_I_~ ....J_~
_._ _.L.....-.:..:::..155:=....!/~A=~6'-!-:.'1=36~4--l
&L.° PARK Ay
GEOLOGY Ei GEOPHYSICS
PROjECT^MoLoN
GEOLOGC‘-.L LOG OF DRiLL HOLE
LOCATION _ _LAIC F.
50ga—el^GRIP'
F
HOLE NO
14
„ I
CVSI6 41 25 ):
_
1
^
•^
1:F•grol, f honthering 1 Utho
COORDINATES^
Des(' ip!ion
,
(e)^40°^DIRECTION
rocture
Log
?_1
ov,colou , ,stre , Whoitc
/JO 2;6^RA_ OF
-- •^-^• -^.c•
COLLAR^
tr..2
Detect Frequency
ROD
SHEET I^)
nr
Pressure
Structures
Str
Ilest Losses
Intercept Angle^
So^60^50 90 Joints,veins.seams,faults,etc^(i_ogeons) •
1 1Vi
10
II —
L-JAI ER
-
-
13 -
II
_
hAny unc.r.solsAr.44..ci
S11-1- t c L.,Ay
—t-
is■t■t.
sLogr95)1
17 7 3
st. put.f...i 2-3 C—,
StoP E 61ArSt1
FRA4MG WS or
MUCA3T0NE
IV2
F r at ..4.41.5^1:4-1
çkouâ. .4...gbh
-C
4- S 'Cr
epir
V
/
60% 1
sot tA .1.14411 soma
aw..ol. silt
1-11.4 - Cy./
"V% (OA
so l jo.-V sts:4
nmosA sr
/
A* ,
/
/
A-s^go. bv-i-
Cr
60 z
S .n4611^g mom) IrtnamArbil
VIP441.. pabb1411.
KUOST016 6
•
4
I.
c.R.AVeL
cie.a.b. i.jguk4 ark .
b^ ;wet"
poblabô^
sizas - •^• • I
Es`40 OP HOLE
boIIJ .cotre ^c•IL
to o..
enoedikS•terrtA A.e-41L.
bauxrdl 406 0144,4114. •
a.
a.
see 2. 2
. Scam.
22 I
1
Feed.. _ _
cri-Avirt
Core barrel type ___
DrillerÎ4
Commenced
Vertical scale_ .
e0F 0 . 1.0008 Of ooro loosîn-
core occurring at &pacified inferesPf coOld Pang"
.X4.Tfitt^. -
Logged by .
of 'moues* oaf i!son,
Volutes in tugeons shouid be reod
Bedding one/ Joint Pions, — Angles ore ~Crewed relo five fo Pion• Aerfftel to Me Cord 014 ewes. rest sections ore mdicated
by blookod in strips.
Defect froOd•ind — Number Of 1101iirof *feel. (shears Joinfs,frocfures) per 'dem of
/r/Ootur• Log Number,
C.
Completed
Not**
Drill type _ _CrETS_CO_
Water L•v•t efeosiirements ^Lave/ when bole in progress Cl specified depth.
•
utv!.. ___ _
-Z._ Leine in completed NW. on *Adolf/did dole
Depth(m )^810CM 8 White^Colour
CU: C.o.el 4 t..m.14•And
1 .1..k
w - Hidal+ we.0.4imot1
•
—11ord 1915/46
Checked by. f01/44411,
155 A16[1365
oit../t."
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SURE AU OF MINERAL RESOURCES,ÎL. Aron^
GEOLOGICAL^LOGÔF^DRILL^HOLEÂNC., E^f
WILL,VA.8 Cat 1. 0ê 4eiPeW/41^(Di?
$1 , 00 ,ofbic,,,,,,,^.•••
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werovr•eiLeD
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r
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cow, - ray , f at I 061 eN:h t, .
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) 0“.44
ti i44.,
1"- 6.'' Go wwwwisq.4..^, ;
j.m...k* te- go'
% co vv......0.4 .
1111111
9...o c.k_^. 4.4)........k.^py,,4
:of* Iv( vv.& 4 544.15.1'
r kawreuAl ' a&
I i *Ail •
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1^;11111
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coot PL.1111wf
wean-Noun
— _
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1
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c .,..................,. .
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•15^.,•3ÎV* MOOSU ea^woo., ,^.ô.•1•••^....no. •o •■•■•ô..^1.,
foolÎ k Gal ea cl saw*.
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_
155/416/1366 1 of 2
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. /AO t(...CA^C.,L. 0
8URFAti of MINERAL RF SOURCES.
: • AI ra^____Ofaat5.11.2,-/ ^
.1.7 6t.
LOL.It 11.11,32CTôleo 1.
5
1.4qt F 'O' r' , 1.117ON TA I_
C 00401 NA T S^
I
91 R E C . 0 N
I 2. S 0^NI^3 oo
GI
4•0•••(
,
Av.^levy
tri.J0 v41 IA".âptmq.4
A* cot' 46° C.AM$A.A
Coarse. ego:to- sot
e
.
217 col& •fg.44
pb e
rmovre
Reok. seKeziell.f tlet. s.(/
cav. f favirA
p_ir
gu 64.41 1-1
WV:VTR 642D
J e•CL.A v^root %De
dt^Co wmoiA
Soo&ot vauttagi
j autmo.v.ty
rtt., cp..eL•14o,tocovo
tebiAte.
vr
0
Core ( 4.4444, t<1114. 10"
Cock ',toed - 4 rovuli .
Lock twang) aJere.
g.0
10
t./
Olivia, coca
I sea bsaliwO6/04
1 424 4t'
11.
CloseLf j.t,..;,te.all Crow*
104 II"- loi.'4"
toga' - toe
V
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CapocZtwal w.stio1/
Dtit.rrt
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110
516 Lai, imbAciftare..t- %vim*. fares (
V.
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Les., forploveZtA.- Val 1•6044.4
e
11101411 Crtoo4 sae* .11
107' It* -^11' co"
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1..oed
3 ,iewaeo-plakvi.+4* D
ae•a.
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pro44.1141êkkeu+ Set WS'
dr'.- it ir I,
0 IA. mo..pro..1.1LIP 4P.Abs.4.
lir'
EAR eoF^11/
Wit' A. RRP • •SI IR , IPt',
f„^144 OSP. V‘t C..
E4P41.4. PAL
4,0c t_,RE tOG^No.000^0000,s c,^.•î• ••••• .0^.^•0. 000^BF DC NC. ANI)^' 0 i •NE^- 00,.•^ •A.000^•• •^40.^'• •••••• - 0I0.,
e^SO %.€1.14
DH
/;
a
• 1.0.0 •^Nt
NOT 1E.C1- 9
/10:0. 6, ILALl^_
&LK*.
13,401 (341101. :1: 'ER' NU^P' I M
mAy
9061.c.
10'
M(Pf)99
Record
e75/46
155 /A16/1366 2 of 2
^
^
^
•^
▪
▪
_
C , ^r,^F 0.6.4 wart 04.06‘2.01 slies
BORE AU^MINERAL RESOURCES,
A, .0..^g^0■LiT Bahr
OEOL OG'. AND GEOPHYSICS
--
GEOL OW AL LOG OF DPI1 1 HOLE
)0c1V.11.'^
4.
Luglioo s, • Ito
Ailti^/44 0•
.Fr+i-C4,60
VII
1)*
2
Joni: -14e.le
ro ri
2.1 • lo to
1
flor+4
P.aokô.ktcL.
kLikt-f
CIAlc.e■Ant.o4cipuLeJit
1./a4k,t
10w.111 wisdom, aced 4.
vs44c4kens4
c.koirt
- _ - -^-
-
Joto,+s^cpr'
Ca 1.4 1.4. ••• • 1.13.+J
Ni41."414411•1414-
▪
Kbas
we.
Fhir.44/
150 .
- Corm 14110.54 144
or till It "
11114...• •
- rook..
SO
b
I'll"
▪
/
pm% I... • 104 &sue swvti 11•01411
0,•114.4111. 4111.."
fr111.44,1
^(4"..)
Cl . •• •• &ewe 9.91•11
oli it; .44 eirre.fliwi Aug 4.*
C- (0•1141 • ■■••41^wine.kkirtAs)
4,44)
gratot4L4 a. act 6,9 F..
rCIIIIA
,
C.
#etklASIX4
lewitts
tes-11. C...etrwo11.1.
•
, I^•
70 11 .• - 71^clays-y
Jkaarea
70
PI
kw
22.c.4
'F
7A--.3
‘"No
J41:24;ta.ci
^;
I
I
10 .,1
pr4.1....Lti cut
44.451.
30. Ia.+^f
Com 1.31^,4-ks
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11111.";.^
141^c
C Nis
A I o r Te..11E.L)
-
MÔA ID cigro.folly• vitte...Risfed
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woo-4r LAO TO el
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Nam
D. 9u emit
t cs, kat'
--R-E-c-örd 1975/46
155/A16/1367 1 of 2
^
^
..rÎ^'^_^_14 0 1- D 4!) C • i•••P^f.
‘V4e4ÔILAL.24 1_I_T t. 1
-BUREAU OF ^MINERAL ^RESOURCES.^
1^
• ,'. • '•••^. ^
CPY *.___&o.,4 .^1 I LC),.^"Aa
.ist_A.'11.4.e^ri° ?GEOLOGY AND GEOPHYSICS
__
..,
o
AN,^•^- .f '4^•-•n.^•••••• • A^.
.3 ....)^(ystutto....)^...
-0 .,^
GEOLOWC AL LOG OF DP^
1L,^HOLE^
- --^
^01).':
.11." 5^_
-
,^....
(too
2.
t
,
. ,
1
.-- -.C oat riAr.^t3 re......./.4,
bac( rE
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.
-
14.614 ka.ci^.....4
skean, .
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r
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:1"......4 i^1,0.4.6,46c.4 i m„t
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W.- tt ^C.,' 4c,^t....)
.... ,
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155/ Al 1371 --
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PROJECT^140t.orat.4.A5 IFLE.EWAIIÔva kill -811E
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II
13
ett,ho .i .
af,... Ar^Lo^j.r
plat(^p
50
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4.1^^
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at> C...6.^V& r,f^1,,to, e A^
ou....ei^.14-es ...,^f rebu_
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i
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41/1.144 1. (Jo...co r.
t
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r
do
41../ pm e.L.414^t......^'In.aft.i.tei /
4,.., saii wa „La
0
Pr OP Kaso^C.. î -, /...6.4s 1
va......en1/411.1^......1.40.1.1
roackd .
.C.4 - o,c4 ... rc )^0.4.41..^.1.1..4.(
0^
we.o..44“x(oci
CI i.51,i- li
ut4,.......1,^4.3^g o'
P..yr..44.^...cc...1'i
t.lo okra.
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(a 0
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t
'
•
W
t
...A. l^.....s.
c..^
.4.0s.t1^3o . 4.......o
f
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fw. r.4-s
0-4
14 ..)k I/
wood.tos c col
-If•
.
10_
at ,...e . 5 ra y ., p ,,, ri.,vr,:+4..
.
FLESH
.24)..-•
el
c_.1 Wall i,.......t..
J
c.
L 000,
,
.
tjX)0.. fAt- e-r/tIliol 4t. , IvosiOte...4. el.-toy ■-t-a. vv.) 4" y.A.01
ecc sj fl OLIO
4(ck.cAvr 4a-r ........14 flaky tk- :
?toe oj Arioua
441/40_4 .... to^3.0 .A.Q.I^0. 14
0-4" be" - r.0 •^h4ot A.
acc&^fa...ell^s 4 ec1/4,10.1
1..o.6.1 a. el
1^1
I^
!
iÎ
<I
a
Ili
dLL"
70
II/
124
1
,
.
_
E. PA D^0 P-^1...0.) ,...E^0,. 1...Îs^1
II
,^.
.
..^...^•^kt-i..
.^.
D 64 c
HA.' Î 4 14
-
•
'
NoT
Li/êl ak i .A^ral.)..1.41.^2a0 IA QS .
Tc1-. ‘ro
. ^.
..,
-
DC^0...)o.c.E ,..t..
( cD ;Pet
10 • :^f^,:1.■
■^.1a.
155/416/1374
^
^
r.^_ tiGt4 4 0.00±0^PAidAWIP!'1_
^.0..
01■40.14iîffli
^'-.1P^M , NE PAL^RP,OuRCFS.^
•^,^
_Cketa:f_ jo_i.V Jai,_i_eck.awrima . 0 ° 41_
^5FOLOG , ÂNC , GEOP■-•31C5
GEOLOr,iCA_^, 'XÔc^DR:t. ,_^NOL E^•,...^•^, QC*.^. , •404 !7 ; 0.0 •^._
—,
icioc,
',.0114ATE4, ^c
1
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.
^ 4 a^
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, - v ,... _ 1 5
4^9 9 4) C_:_.$^(o'..9pt.
BI-
7
Mew)
20-1-r^(!‘
. )
•Er•^
I^-,^1
,
--,^d.-
f
P401"^CZ 0-61) O
-
%o
1
1
1^1
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10
III MOP ISEGICI
'
,
Pt OA N I i
. nein MCC
14.1 5;61
.:II .
.
I
I1
w Laidig.. &tad
.
ue
Moli emigh
vi.e...01,4a4 .
Cool.t.i0 Cr1114%414
Preihrmbly
um:3141y 4. ai^.
go, uu.pleFely im.
-20..es • f* 4:eft
Lac: •
p 0 t. p14.1 ri..4.
fre
1,415141
cow& reccaotAri p
v
1,:oza...44.4. ii..-^plo...c.t..s^0.4"
V
...Aso.* 3S •
ivaciAivieed
Wm" km,
sewn
<
1
v
er'.
Cde.cout ■ o.L...-...1^qva.41.,
I
e.A.LIses:te.^...p.atablra
ve,. 1.^.
ono,
•
J 4
1 r.
1111
frit: ti
e+aumital
v
t
I
I
.t LI
1.
a_cd edic^lww.pr • DWI /
5 Iv,ît.e....k.^140.0.1.
4
7•
_a 1...4.,..., -.4i.
A," .044..k.e4m
• .1.- 4414,., lies ole pabekty
apirt
Ito4AL^cob,' id ail
;404....t.t.41 ;row. 6% 1
•
•
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,
Faurîcstbftte ,
rib 6.Y.
i
f
i
V
'NA
I
.
1
0‘444 e4'revl .
•
rstr441 .444100.41
,^we" •444uklogil. re 41k
'^•
01111%4Alm m I^•/••■.6.5 .
I
wt... *i• 1u/ill^(I ro sol"
C, IILE t i4
ii
.
a
1- 0
,
.
I I'
Q
fltoot44-1.1
v4e.dottae re .1
C.-do iv.^t /^dbodo■41011Ail
cote WIîiiio w.f.. sat
.1.0^0 id, ,^bio vi4....
•1
11
U
se
d
I
I
40
•
cpooktt1-4â^re r..4.
t viA-p 4'0 VILS^feerlAa
I • as pr..1...).ty _Ire. sat
,
e0=1
eralzi,
i
, , ,,,
.......A.^wet •
-^
V
s IA .
e ....
fb^
L.:4.ôwes:.
ruted4tatth
ism
V
1
4114114e144' sd . r s.
is...41A+, a I.} Z."
■ e... ,
blue - I reAy virlAtet.
•
20 Kai, 04 C■Faa•^•
o o'C HOLZ 4■1" 11 0'
!
WA f1/2^MILT., IJk 1._Î t_!", ! ,
', Au
A•wwf^r,Pt
CAW^■
ur , r7 , 4r,^.1.^... 0N,^,, 1
.or,^-^0,
Antal^• +W WI.^•..C11.” •••^1 P 'I..^r•FrO ,
, .,,a^,o , . a...
r. u I 040
,uPPLf^LiNE
,it..... -.^0441+W LK .61.42.ti• di 1
MOT. T_E S Tic
-0
VERTICAt^SCALE
'
1> H C
Nir),,,ci.y.pH
zuNte (amt.
,...„ „.^pcÎt,rce(1
J. ,11,. A,^.,^•I I^r^1^4 45 i
m(pr)99
p! rFP? '4 , .r^CC. r L pA
• _^-.^_
_
Record 1975/46
PfAcras
— ^c.b 640110 14e to SY 10.1C--
_
155/A16/1375
APPENDIX 3
GEOCHEMICAL ANALYSES OF RESERVOIR ROCKS
Sample No:
XRF*^%
SiO2
TiO2
Al203
Fe 0
2 3
MO
74360118
69.04
0.54
0119
65.43
0.78
14.39
3.93
15.56
7.27
0.05
0.04
MgO
0.88
2.67
Ca0
2.21
Na 0
2
K20
4.69
P 05
0.13
2
loss an ignition 1.65
100.17
Total
0122
66.22
0123
67.27
0.70
15.06
5.59
0.06
0.62
0120
0121
3.09
65.39
0.80
14.27
6.16
0.06
2.48
69.70
o.49
14.30
3.97
0.06
1.28
0.34
0.34
2.00
2.59
4.93
0.28
1.29
5.90
0.16
3.40
3.67
0.11
1.63
4.29
0.15
2.86
1.53
2.00
99.67
100.46
99.51
0.15
2.36
100.22
1.22
14.52
4.97
0.05
1.92
0.36
2.13
4.78
0.14
2.14
98.91
AAS**^PPm
Ag
1
1
1
1
1
1
Be
Co
Cu
Mn
Ni
Pb
3
2
3
3
3
12
11
360
15
28
2
15
28.
268
10
16
11
17
12
3
10
398
23
439
4
10
20
23
26
zn
85
58
86
3
22
381
20
10
127
Bil Cd, MO not detected.
•
XRF indicates X-ray fluorescence spectrometry
* • AAS indicates Atomic Absorption Spectrophotometry
340
19
6
25
APPENDIX 3 (cont.)
Grid Reference
Sample No.
Rock Type
General Locality
74360 - 118
Porphyritic
rhyodacite
214300-- 640500
- 119
Dacite
216000.- 641000
Campbell,
Russell Offices
- 120
Ashstone
210400 - 641500
Weston Park
Peninsula
- 121
D.cite
205900 - 639300
Nolonglo River
(Quarry Site No. 2)
- 122
Rhyodacite
208500-640500
Scrivener Dam
(Lakeshore)
- 123
Rhyodacite Tuff
210300 - 64200
Lady Denman Drive
(Rockfill)
Aspen Island
rock-fill area
II E S 1
R L(fcl'l)
A
190 Il
SECTION
NORTH OF ACACIA INLET-INTERPRETIVE GEOLOGICAL
Geological and
geophysicaL boundaries:
EAST
A-B
B
1900
•
o
0
~
1880
18130
o
o
.,
.
'\ 2
1860
1860
\3
1840
River gravel.
D
0
o
Dacite, fresh
[§[]
,~
1820
1 1--
V
L-
<
....\
>
-'
,
v
SCALE
"
1820
/
I'
_4
LV
7
Least
of i.op~o(L
2,.,
SC(l!.fl or hl'3hl( to
<.-:1.
w'rtt.. <.oa,--:.!;2.
j;Q'&-t tL;~ck ..... ess or
MI,x,ed.
co"",,pl~te.LI v·,.'e.at(...~re.d.
I""o<.k::
-To
15 ..... (SO') T'~tlbo",,,,dal"/ b . .dwQ.Q..o.o-. 5Cfli..Q... a .... d
I
beJ.fOC.k. (.5 "'D-t dd-~("Mll"\e.d. -' b...rt wovlcl ~ \rrli2.~'.Jla..-
B~roc.k "
Il\TTJ-: R
\IOST PROR,\HLF
;,,,CU:S
( f r4)
3.5"'; ...
Mav~t Pai"t .. r f"rp~)'rj- dO-c.',t",
~ .....
~u"""'"
,rre.5u\lf...f"
'SC'Q.Q
;:,tee~ 'a~'.u
~s.-t ~b'\-e
100
.-;-sO If"
PO~SIIlLf
. . . . ak~~
Scr€.~
~T10"
CO"[)IIIO"S
~-\e.\·laJ -
a. . . . ~v\o.A"
(5"5') ~e.·l!""'LC. plaf'~I.£ \"",d\ca .. e.~ a . . .
",101 ",on."), ,,-to<. - f,lI.J. ""tL.. -tk .. <;;"i'e£
35°
1~"'J'"'- o~"",d~ \,,""tho.. , ......1"" ;.u ...fa.c.~_
r-1. ~ ..
""""',H:' ~~D t::-- re_""o "ed
UI'\\for'"-"
weli bo..; ..... d.
-t..fl.,.rtv(.Q..,
to'j'l!i.kJz.-
z",..,J,.
a"d
.:5" ....... \.\
..f(t\'::!, .... Q..!'\-t-\
cQ_pac.."t
:no(" . . . .
tQ..,o(t,.He..rd.nd. .:s ......·..dl
J;f' a~ ...... ~.....i.5 t)o..J .... .:A. ~<£t.(.,'" .. .-...d.
The. top'50oll ,and. 5c.r~e.. ,-ill'\ be. ~as.\I)"
€.J<L..3.va-te.d. w\-tLoJ't bto.stll'\J to. we.lL be:a ........
+h~ ro-a.d ali~(\.""""Q.,,-i
~I",def(l.d
oy
E~C3'Jc..+,.rJ"'"
!'dr'3li!.. bd ...d,--i-H<::' a ...... 0""j'io-"',
""'u'j
b-E!.
-t..ke. ~.-_(ep
x . . . "--€.
I
'YH =5
300
200
100
feet
,
.
,
J
\
?
Sc.I"" ~c. to ..2-~~, Scree 2,-:,.""
SI \\ c.~a J ~
"350
0
I· .....
Cl:J~Jp\Cid
.'
"'iI"\ ..... !-
..
-f ad t-"'roi:.
:-f~
~~o.::::
,I.;~
-f' Q; v It
wlZ.a-B-..~,.o'o. o\a..c;-t,(
'-t"Cl.1""-Zlt"'- aV>.d
C\ ... )
10 p~oil
o\,je-f"i~~')
~re.y b..",d. ("€oJ. """"'-Ctt 1-,,0..
I.>.'ea-thered.
clay v.)ltk ". ·,:1 .... 0. '5-a",d'S1o~
('0 c ~
'B.e.cl.rock
-fra~ ........ I2."--ts CA'>J€... S"c. ...... d\a~ .;.
,<, ovo.r-tzlte.
M.;"'Oof ~rO.ve..l .a.~ !>a ....,d
"l.....d, q,J<\(, z.
0 ......
Rock.f'll 3.hd
..fau Vo..d. n '.ov-
IPLATE
C'o"J
E,.,J.,o",k " i3lac.k
M.cJ .....-ta.i ..... S l\V\.c.\.'{"tc,I'\€..
HORIZONTAL SCALE
r--.o ... ,:z:o .... ~ ~<.-fov.....d. I"" dTIIIr.C,le.
A;;'
f'o . . . ...d
'w.......
7.5 0
Cc>a..r'S~A"
1
s.c.r~..e.
-t\.......Q.. P (e..'S..e..A ~ c.ui.
1: 240
c:, . . . . . po...c.-t clay
c
~
J",;tor_ c.o.......fAc-t
4-<;0 \......
4S~'
1
03.'.>1. , /
<r'_J(..C
d,vate.<:t ....;:t" .... c...;t
blastlO"\..C\ IL...~ ..... ~cr~-'2.. +c
feP'\Ove,-J ""the'" deeo ........ po5.€.d.
cLa-Clte
\~olQ,:te.cl
poc..k'<:.-tS
o.f' l.£...\".":, vJQ..a..ther~J daCIte
t;r<:.9u\.·r-e..
~Id...,,'h~
t·0-A~"!""..zltc" ....... 3f a,~~ I"~q)ir«'
M"d.}
b l d..,,""\:\""·'
COMPIL.EO
I ":I
Should. 6." """,,,,atd.
b\ ash .... 'j) ~P;)u"'"J
Wlf{".OU"':
'", Scrt
t
.:...-t3yll.),
\ ... ~ ~ t
D
u+ , o.ry (""'i""ci
SOIl
will D..Q. bJ~'ttI
we.a-H... -er
Co::.tea.V\ No. 2
t",
b~
-~
D.C.? & R.C.M.G
~a.')dy d0j
A~
CHECKEO
CHfCK[Q liND APPROV[O
R,GM.G.
PROJECT Gf:OlJ':; S'"
D.C.P'
-
1i11iff~'
ACACIA CANiNL.'ET
TITLE
G[OLOCrY By
Area
2
BUREAUro;F'uiN~"REsoURCES~
1200
VERTICAL SCALE
=-".'c.l
0.., (""o..v-<.',
I .....
,=,cr~-2.
pl1.<:.i
Ea.-;,i ~'j e..}<Cav a.-t~e..d ...... ;'1",...,0-.;+ bta<;,1, .... '1
"70'-; . . . . Co~te.a.."'dl..J~ f:.-.. l..a.r~~ -'
bo./,deA""':> sOc.. ...... + OC.::. ..... T \'""' -rnQ~
•50t t• 1•0
i': 100
-'
---
4-5° rf .......
<:...o .........
EXC;,\
\'
/'
se ..... d.'S't o .... 4.fl"a:1 ...... oud;s J+ r <:liloN" < 5c......... +e 1he~ ".;,~ 1;.1.
WE..A~'tJ. d.a...C.I\.~
50c.- ~ ..... s;'Z-.~ .se:l: \. . . . a sa.... .:!:::; f"(2.d.
Cv.-.. 'lTv) -t"""c. 10 "'"
day ....... atrix io<::.l(..f'I""a..'3 ....... ~ Mak~
8 e.dTOC.k: ·Ir"\dud.~~
up 60 % of, t6tal.. 0c..c:-u,""",. -t"o +17-..
d de Ite. a!'\d.. h~'"I.
--------~ - - - - - - -
fIl
hnrilnllfal)
/~'\
\
, "
"
7
::.c.ree MaterIa! o"e..r I Ie.S'
GEOLOG)
r
i
--"
At
Quartzite
Rockfi LL
-.J
'7
(\
DriLL hole 3.
Sandstone
-7
I'
Position interpoLated.
Seismic veLocity in m.p.s.
Dacite,highly weathered
>
[-
1000
A3
fill .rr3
V
.
_?_ -10
~
C o"-le:dn 1
Position approxim ate
SoiL. slopewash.
INTERPRETATIVE
SECTION
GEOLOGICAL
--.-.-
A-B
PROJECT
MOLONGLO PARKWAY
SfNlOR A:OL% '.3'"
TO ACCOMPANY
E.G. WI LSON
SUP£RwiS'NG GEOt OGlsr
RECORD
1975/46
DRAWN BY
RC,MG.
DRAWI"G NUMBER
155/ A16/1278
,
1900
I
BLACK MOUNTAIN PENINSULA - INTERPRETATI VE GEOLOGICAL
I
\11' -I
\1P 7
EA ST
Intersecbon
Intersection
Inter secflon
C
RUfcCl )
T 13
T3
T4
WE ST
o
C-D
SECTION
( OSH<l" -I
!
I
prnje cle d )
I
I
C()~[('<ln 4-\
Inte rsec fl on
I
I
J
I
Co~ [('a n
111 110
Tl
Intersect'lon
[)
I
-~-~
11'100
~:~-,;,.---~.,-/_ -
... ~ ---
Sls
D
Geological & geophysical
boundaries position approx _
Soil, slopew ash .
T16
T2
Intersect'lon
I
1880
1') 00
....
"""-
-~ - - ------- ---~!:--
...:.~---=-
u." -co" - _::- - -
1860
------=-=-- ---='==-=--=-~-----.-- -~
----- ----
------
-
I,:'<1River gravel.
~s--E-=~ str!te Circle Shole
---=~ Mudstone
- •
~-
---
---
MP"
Dr ill hole ,, _
Seismic traverse
Pittman Formation
Mu dstone
--="-- - - -Z__ _..'-------------_
1000
Position interpolated _
Seismic velocities in mps_
_7_ - ? -
_ ? _ ?_ Fault, posiflon approx _
,I( -I II
1840
I
-
- - - - - -""1- - -
~-- -=-=:::: :::::::--- -?"- - - - - -
\\ 1 .'"- I
-~- -~-~--':"".:=- -
11( 2 0
;±:j
'f:
SCALE f-100'
1500-
--
1820
LAId
H
5
c--
::>1
o
1J...c--
I
Tt,.., ....
S:"'~~
e>'-'Cr\1l ...... ~
~"'eo
1"''(G'r l(!o..I1"'-..>1: 20.:-
tl ... pe........,a.." I.A .
SI",pit.wcul... (O"'I"+S .. f Ht....d.
- J
BATTf:R
ANGLES
( from
hori7.0nlal )
EXCAVATION
CONOITIOr"l"S
.f-.,.......e f{-~ .... .e .....h ; " c.lao.'t ............... -;:
Of
........
0 . <; .... +0
I ... ·,\ ~..-....::d.
I;;:"~.I .. ~
:z.s:.....,
to lllql..,.~l.,. wc._-tkc..rc."
...... t.>d. f".... e. ~u,.""
.........:!lJ+-o"'~ .... "' ....... &. , ;... c.-J~~
r",,-
CI."p.coo., .. d. L.-...o. ......
.............. ,-t- ........ , ..... d, ':\0,.1.., :, .. i .... t
1 ........ d
,.J,oo .... ~ 4 ....
c,..c .... e.r .. U,
J lbfo£ ......... .sl.-. i
tl..,." ( " '1'''1"", ....,odc. ....~ ... \1
l~
....
of'- 4_i.1. ........... <:\. .t\."'r" ........... (.. .
.. ...... rl'f ...... ~ _od,,'.,...\c-l...,
~o
' 1,",\\.0.+-1".
....,_-t ..."re.d,
_"'<!Itfo"' .... .rJ...d.d.' ,,'!I o~
... '-'d./~ o.,~ d...~Fj ¥#,,,,H ,{
t':"'-Jr .... + ....... eoo ,.l ......... +e. CI.M!)Ic.s ;
1" ''''100.. .. 1.., c.lOt~ 1'1 .:.",i... I-~"
}--- - - - -- - - --1- - - - - -- - --I- .I... 7!'" i ....
\P'f
.,<_t. .
,M,
)0"\
. '
...,d..r+ ... e .. I<>
I\ol'e.....:oo..)\.\ .. "Ii
M .. dH .. td~
_ ~ .. e.d
..... " ...+-I..
_u~t ..... ..
1D"1 .. ",, 3.1-0 l .S .......
eo-;, \..., .. "c.. U(lL~Clol
e.Q. N-\.o. ...... <>
v,:""q
-<-"\..... f' ........e. ..:\: ;
"3o-"}.l>" tM ''''\ n .. pe-............. t..
Sc~\ ............. d. .r 1o pc.w_JI.-.
MOost- or ~" l.ot:c:.h';'""
C"Cd." ..."te.cl,
....... ~~~ .... \- b l o..,~l.... S .
e .. ~ d'f e"CAII ...tc. •.
of c..u...+
pr-<.bbJ+(.... s pn.r- ta t':"i'f'i~
1· 7 ..... , ;1:
+0
\.I"
r k'~ (i
w~ .....1"....
r.ci l"" " d.,f<>", ..
0:. 101... 1.., J_,~ted., _d.. 'ce...cid..''''~
"':"to tv. .... L...itl c....i:
Mud.d-"" ...... ,...;, 11 t~~u ·, ......
pr.. · Iotc..Jh.... ~ p,.,a .. tc.
I"" '-f>
,
'-../e. ..I
....... "d ..-t-o ..... ct.
t (09e.w cu t.... ea.id"l
""';,ll '~'tu ~ ~ ...
H..,.d, .. r ... ~ .. l..,.
.,.ec.~l
c·· ...... ,. ''''
...
01.'(
\..tt..\e>w
",.,,1.-1.1"1
...
4 ........
of
,C> ~\
--01.
rf
-otDl..I't!'(
.ot."ea"....~Old .
....,\Jd...I{-o",,", \...
- ed. I"Oe.... 1"" c.... -t-
(.ILU)N .... ~I
1o>GlICI
t\....<r.>'\
Vp
~Q. .... d..c+ ......... ~ fr~_c. ... -\
I~i e.._I10~ ... ,.. .........
.1 .........
o..c..'(
...................... ,,, .
s. , ~~o-{
+
I=I\..\..
! .. ;l
~e.
............... "'-
,_...... ~ou-'t( .. " .... \
VIC..., ..
<o., ' . . . , -tJ..o..iJ .....,a .... lo;:k ~h!" .... d.. ...
'l<>f'<'" ........ OLJL-.. tor.'"( ......
l:o\OL..Ih;.....~.
___ ,I(
......... <.""" ..... ..t,e.. ... J.
...... e. ..
+-0
M....,d.ot""",ft..
I"..Q.
"""";, l\
oc. <:.. ... t"-r;~ "" ...cod"
b .... ,. .. Q.d.. .
f, . . . o..\
c .. r ~C.r+"-i
t"-oo..G.
PlATE
S"'"~t .............. .i.. ~\.,.l' .... wco....r l.<.. "c.."'........... \\...., 1...1.1 ~t....-", 1.':'>..-....
+k, ....l<.
"''' ..... l''l...;... :') ....... "'d .... _-t ... I-y ......... t:..-+ ............... d. ........... <:1. ..-"" ....... .
"I. ........... u_ ....,-, .. "' . . . .3ft.. +L-..o...+ _+t... c +-1.o......C.\<. .... LI.I ... f- J I"'"f' .. --..l.....,~
"--""' ... ~...,ej .....
1-1... ... &.oo...t+
.........
+1..... ""-
.f! ................ ."t-
<>..
.. l "" ,:> ~ .......... ~ ......
HORIZONTAL SCALE
.f: ........ .
~f-
+(. . . .."1
t d.. be.. ..,:..... J .. ~l
JI"'l'e of "' ............... e ......
f' .. ~h'" I t ... " ........... Q.'( k
-Ike. s(""p-Ot.,..)QJt... " ........t ......... t "" \;u .. 'L"' ......
c.......1:
1 ... 0..\-: ..........
t(.......Q. .....
-
.........
I
u ..:.\-L-.. ......
+
I
I
b(Q.lh..... ~
~
.. ,.,£
-
r ,r l E
"
& R_C .M G
.,·1 ._,.. ". "-'" ""
II'
"
I
Aj
E.GWILSON
- -- -- - -
CAN 8(:AAA . AC T
1 : 240
..
."D.CP
~
SCAcE
"
ocr
d i o._" ... ,. ) ."' ... d/t ......... b ........ lcl .. f"s .
I
-~
-
BUREAU
-
VERTICAL
",1><" .
-
ClJ!/hJ1
• ! ..
~
..
I
'
BLACK MOUNTAIN PENINSULA ", '
INTERPRETATIVE GEOLOGICAL
SECTION C-D
PQQJ [( ,
MOLONGLO PARKWAY
-
, ? ..
'0 ACCO"" P",,,,,
~[COIfO
.,
3
_0~;';~~"~~..R~SOURCES ~
1200
1
....,!,...·
'>e"'"-'Ld. .... t,d. ;
of l .... r~e. l "";) -at:.
~Q.
l"..cr.. -<-",;,\'1 .e,."c ......o-..k-c:d.
t",
~
(1 .. ,."...., ...... $ ...... . ;... 100.11.,.
"J o "'-:-.d-~· , I r.-.:>oi>-.Io l c . "..
F-\ L\'"
10..,
4."2.-' ......... f s ... ,\ --..d s t "" p ........ c.o...rl..,
<.. ... ...... ot .... ,;.... •
.( ................... 0."" .... fr'"'"':) ................+.f
'So ............. C. , ....... ~ ~e........e:. .. o..n'i \o:"l.. ~ ... _
.;.... cI .......... .,... ......; f .....!:I ......... ~J .................. 010:1..0. \- ....
~ ... _al'f elai ............ ~~,....
"" .... cI..,I ... '""':.,., ~!lt.I,. +<::0.
......, ... d. .. r ... totl,. ..... .-.....1:1.-0. ........ <:\ ", ... do. rJ.~"" .... "1 ........ .." +.... ...
k.'! ca.t- -.... ...... 1: 4C>~ oc:.c. .... ~. o...l."" ..... +(...~ .I l ... p ....... _ k .
n...c.. ,&lo.,.c.. .....
m:"dlton~ ( ...... ~<.t ... " ........... -(-... , .. 1.., \~,. c~ ... l .... "",
v i'
OC' ....... l Iot:..t.. .,..) We. 4Ia"<oZc .....lIt .. 'k ........... ""' .. , .... \..
.......u~~ .. "' ... .,...........".
t:...,.;c ... " ......ti.,,"'i....,f...,""'; .... ~
to.
Sl ... p .......... .......,\"-O"-
.. o. ...... cl..Jt<> ... e. ~ ..............~~ " ...... <." ... ~_, ..... , 10 ...
<..<> .... \d; to'"- lO .. _ o{ ......... c.+---r <.:or T.Ir-tt.. ..........
I~or.rd, _o<i~,"" tc..t7 we..co..+ ..........., d. ........ " d. 'h.... ..
cJ•••:p.t
so-,S''''
s.,.'"""'~
~J p ... "'''....Io(e
-
!.,.'\ Ol ... d
m ... d~h...... e.
oo-b .. uI-
A\l
......... d. .,,.....,,ft..\ .
,So. """
......o.d. J' l"'~v..l"""'l....
-t ...
sl ... p4-.... Gl.Jy. .
I" _...d.rtGM,,(.f.It ........)
. ..
<.... "1S;"
........ ..,
Modu""e.l'f
I""+..... '" l. .....
H. .. f*
of
u,.
d"pct .. <iJ .. '" -l-\.o·, .t..",,,u
P,H ........... ........... d. ......... e.
PO SS IBLE
(......."1 loe
,af ... ;r .....+I.,. ...... +.. " .;... .,"-.. ,~ .......... cl' )
~f G!r"""~l fl." ... 'o:. .... .,."
':!r ... " ..l ........ 1"" ~s+ ........ "
gr .. ,,~\ .
35" ........ JtoplH~o..th
S ... "
_ .d )
3S""
.roil o. ... ct. rl"",......., ... s,,",
-£.4:> " ( ... ,t... ~£. C;rde. ......,.h otC>ne.
'35'"' ,~
J\10ST PROBABLE
"Mo~l.,. oJ.,. • ....,t 2._ ... f .t .... ~ 2_ "'f'''~\ ",,",.I.
"".....d.
'l .. p ........... I.-o. , o'-"tr ....
II.. p ............ 1.<. ....... r
- ' ... ~ ;2......... of I"" ., ue. ... 9 ...... "~\j - ll' .... " l. h ... 0 f
l-!.T_ of ' il t( .. "~rch:pol;' ,. ' ..... r' ...... ~cl(H"" ....
1975/4 6
TJ IlA *" By
II
_-1
D_Cr
1,.'; :';I·:·:~I IL7q
,
PLATE 4
NORTH-WEST
-----
-----
TRAVERSE 3
--- ----- - ------(400)
( 1900)
10-
(400)
---- ---- ------(1800)
(400)
- -------
I
,Costean
Cl: i
~
I
.- 5
4
SURFACE
flaco}
i
- 10
~I
~'" SOUTH-EAST
(400)
(2500)
I)
---
- - -
C
- - - - - - - - - - - -
i
i3~
( 1900)
(2600)
V)
'"
Q:
h
.'!>
§ ""tJ
( 1800)
l5
'"
- - _
I
20
25~
~25
30-
-30
'<1
~
I
~35
35~
TRAVERSE 4
Costean 3
~
(1
5
( 30e)
t8
10~
lu
~
15~
[::
WEST
SURFACE
(30G)
--
---
--- ------
_ -
- - - - -
-
, 3;.;0,-0,,--_
- -; 12(0)
SUPF:'CE
---- --
oow- -
(4(;0 "
--------~--
(1500)
----
( 300-
-------- --
1
fi5DD)
--------- ---
EAST
~'b
~~
((30G)
(/500)
(2200)
-"''""
'<::" tJ
cc
127(0)
rO
5
-10 "1
'-U
'l::
I--.
-15 '~
""
(2100 )
( 2600)
20
20--1
,
'-25
LEGEND
2.5 -.J
Summar), fit or cI<dlhole. \o~
( 2100)
so'll
Se'"s.mic
~e,'cc!ry In fcrmalicfJ
Interpolated formation boundary
HORIZONTAL SCA~E'
sLop<!.wa,. h and '>C(~
~1"6" ... l
I em
= 5m
Bedrock boundary
SEISMIC
Mud. ",to", ...
Interpolated bedrock boundary
MP4
(metres/second)
CROSS-SECTIONS
TRAVERSES
3
AND 4
PLATE 4
155/AI6/1280
Record 1975/46
TRAVERSE 7
MP3
PLATE 5
( 1400)
'//7~//' " / / / /"
'i~ /'/;~~~
0;>"""'-'7
SEISMIC
/r;:,OO!
(/800)
SECTIONS,
TRAVERSES
7 AND 17
FAULT
LEGEND
"
(/200 )
Seismic velocity in formaflon
(mefres/sf!cond)
HORIZONTAL SCAL.E:
Interpolated formofion boundary
/ / ??/ / I
!
/1
7777777777
rem =5m
Bedrock boundary
Interpolated bedrock boundary
",,'----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~
TRAVERSE
17
SEISMIC
,
REDUCED
LEVEL
, L -_______________________________________________________________________________________________
WEST
~
EAST
(m)
576
(m)
576
Costean 1
A1
creek
A2
DEAKIN
FAULT"
A3
572
1'4
564
~~.
_ _ _ _:.:(4~00::.)
0
,
3
,
~
558
9
6
,
,
12
,
15
,
m~t,.es
:,:>::',:
"'"
" A'"
~'.
=1
~.
0000
000
(1600)
552
-----
--------------------
SCALE
"v v"11
velOCity in metres per second
soil
slopewash and scree
soil end slopewd~h
gravel
(16 00)
A1
6'1- -
-
-
(115Ll)
_
_ _
_
_
(;nt.'polated)
(2300)
diamond dnUhole
24-5- -
-
-~---
- -- -- --
-
- -- -- - - --- - - - - -
_ _ _ _ _ _ 215
(3600)
Record 1975/46
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_____________
'-
.
_
_
_ _
_
-- - - - - -- - - -(1400)
~
velocity bounda.ry I depths in metre.s
----
12'2_
dac.ite
--------------(400)
(400)
(400)
2·7
--------- -
(
)
1100
_
_
__ __ _
---- 9·0"""-----
19·3
(10~OL
4 Ll.,c,.
Vy
V 1/
-
----(1400)
----- --- - --(1400)
_
(1000)
A,A
62
v
/_._ _ _~<
00
:~
_
564
(700)
1 11.2
(1900)
-- -- - -
552
10,5
(1900)
(23 00)
PLATE 5
155/Al6/1281
---------------------------------------------------------------------------------------------------------------------------------------------.----------------~
SEISMIC TRAVERSE 15"
REDUCED
LEVEL
(m)
WEST
EAST
PLATE 7
intef"sedion of
traverse 16
562
SEISMIC SECTIONS
TRAVERSES 15.16 AND 18.
576
570
--
SCALE
o
3
6
9
12
1S
!
!
I
J
I
I
~
564
(3300)
Metres
--
(2200)
(1900)
-- --~
---
89
---
SUrY'1T\31)'
dnLlhole. logs
(3300)
(1600)
558
---
velocity in rrletre.s per second
veLocity boundarY,il'lterpol3"ted.
de pths in met re s
discontinuity
soil
banded. 5hale
MW
_ 5\i'jhtly
fr.~':
_ fre~h &ta\hed.
REDUCED
'-!
5B8
(1500)
"
--- --- --
"
./'---1
13·3 -
./'
( 2350)
-53
s .... -fr,st -
_
--
LEVEL (m)
SEISMIC TRAVERSE 15
NOR"TH
SOUTl1
- --- - (1500)
·,ntersection of
traverse 15
5B2
-----
---8-S
t
(600)
(2350)
576
zone
- I"'\Odera{elj
SIoJ
--
PossibLe
shear
hw i· highly weathered
creek
-.l40QI
(2300)
(2650)
=1
-
(1900)
?
-----
570
MPl1
SCALE
564
REDUCED
LEVEL
(m)
o
3
h
9
12
!
,
0
,
1SI"'Ietres
,
.....
1
'Ieloc..lt)'
11"1 rtH~.tre5 pE'.f"
EAST
MP9
JOO
570
1700
-
~
o
,
3J
556
(1200)
6,
9,
1'2
,
15
, metl'es
..
..
~
1500
1600
,,~
-
)
'Jrey shale
moder-at ely ..,ea.thered
sli'3ht 1)'
fres.h stained.
MP9
2600
~oll
"
diamond
(2600)
--
driLlhole.
-
mw-slol
SCALE
Summary drillhole 109
sail
!>ere\'. nnd
,
2900
2400
.........
,
~
3
--
rnudr'cone.
MP12
~
second
I
1
c\a.:;I I
~
576
S",mtYlat":,/ drJtholca. l0'3~
. " . ' , " . " '-
(1600)
WEST
6
>;1
SEISMIC TRAVERSE 18
564
MP12
(15 DO)
dia(nond dnUho(e
I
N
PLate 8
SOUTH BLACK MOUNTAIN
AREA
JOINT STEREOGRAMS
I
\
\
Set 3
v
/ \
/
\
/
\
I
\
/
/
. /' .
,
,/
,/
\
V. '
I
./
\.
I
,/
,/
\.
/
,/
\.
./
\.
,,
,
"
+ ,,/ "
\
,/
\.
,/
\.
,/
v
......
,
,/
"-
./
......
./
"'-.
,/
...
-
...... -..
-. .......
./
,/
;'
,-
Poles to joint planes have
been plotted on an equal area,
lower hemisphere projection and
contoured to represent the
distribution of joint directions.
,/,/ Set 1 132150SW
;'
;'
Set 2 082/42N
I
I
:, Set 4 139193SW
Plot 1 represents 200 joints in
state Circle Shale
J
J
Set 1
J
J
Plot 2 represents 50 joints in
Black Mountain Sandstone
I
,
I
/
\.
I
\.
Plot 3 represents 50 joints In
Pittman Formation
-
1
Set 3 --027/5SSE - '-
I
/
/
,
The locations where joints were
measured are shown on Plate 1.
-I -
'I
I
/
/
/'
-
-
_ _ _ _ _ - - - - -
I
/
I
-
I
",
I
-
' ,,
,,
,
,
'-
"
./
,/
Plot 3
./
./
/
./
/
/
/
Set 1
/
\
/
I
/
,,
I
" \.
/
,
/
"-
" I
t 3 003/78E\
I ' .....
I
,
I
Set L.
OOS120E
1
I
\
I
" ..... ,
I
\
/
.....
\
\
I
,
I
\.
Record 1975/46
percentage of points
per percentage of area
/
./
I
1--
>8
/
/'
I
I
I.-a
/
I
I
1-2 2-4
/
I
\.
I
"- ..... /
/ .........
0-1
/
I
\
I:::::~ 111111~f~
I
,,
.,
./
-- -- --
/"
PLate 8
,,
,
,,
"
•
,,
'"')
,
\
,
·
.!t.'
,
,
.,
.
.
,
,
//
,,
,
)
•
•
,t:o.,'
,
,,
-
-
-.---.---~---
~- --------~
-------
/
,
,,
/
GENERAL •GEOLOGY
'" ~---
,,
,
,,
,/
- .... -
.'
-'~
10000
/
J
/
"-
-..
REFERENCE
Sup
~~
\
\
\
~
,,
,,
,
~
~
~~ooo
[@
Mt. Pointer Porphyry
~
Volcanics
ISudl
Deakin Volcanics
[ill]
Black Mt. Sandstone
~
state Circle ShaLe
~
Pittman Formafton
-
~4'JlJ
,
-- ---
GeoLogical boundary, position
--
MOLONGLO
OPf'f'OXI mate
Fault, posi ticn appro><ill"llXte
FREEWAY
QUARRY SITE 4
BLue-grey welded dacite tuff
,,
I
/
,,----------- ---
Joint showing dip
Note: only the geology of the immediate
quarry site has been shown
0. 0
,
,,
I
I
/
~/
~..,.,-"'"
.
/
-~
/
I
N 8 000 ~
,\
I, \
,,
t:'
" , ' .... ,
X;
,,
I
/
155/A16j1291
DrilLhole, number indicated
I
At-I--~\B
I
I
--- -----------
Area of proposed quarry - total volume
of mater'laL within the area outUned 'IS
about 1-9 million cub'lc metres
I
Seismic traverse, number 'lndicated
I
PLATE 10
I
,
I
I
I
,,
I
,I
,,
------------------ -- ... ~--7;':"-------t--' '-
~
I
,
,
II
I
I
-------------......
I
,,
,
I
,
I
............. ,.
AI
C•• cr! t.on
SCALE
uthor
hecll;ed
q
100'
==::=:'~"==~'==~'
~.
A2
.3
AUSTRALlA
CANBERRA, A CT.
TITLE
mpil&d and checked
A4
~
BUREAU OF MINERAL RESOURCES
D.c.P.
Geol~y by
D.ep.
heCked ond opprov
I).c.?
Project geolQ9lst
Senior 9eo1ogist
PROJECT
molO"31o
To occompony
, J
E.G.W.
; I
Super-Vl5ln
•
CaMMeNWEAL'fH
.3OO r " ---4ci)'
.2.00'
I--I--------!---+--; Baso map/M", A.CT. Oe.ta; I .5eri~~
I
I
--------....---
AMENDMENTS
No.
Record
geo(0 rst
"75/46
Free.W"1
Drown by
DrdWlng No.
I'5'5/"1f./129 I

Record - Cloudfront.net

Transcription

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