Geotechnical report_Morrison · 132008.169

Page 2

@ BRISBANE ™ GOLD COAST @ CABOOLTURE @ SUNSHINE COAST
Unit 1/35 Limestone Street Unit 5 / 36 Lawrence Drive Unit 3/42 Aerodrome Road Unit 4/81 Wises Road

Darra Qid 4076 Nerang Qid 4211 Caboolture Old 4510 Maroochydore Qld 4558

PO Box 3063 PO Box 2011

Darra Qld 4076 Nerang Qld 4211 MORRISON
P: 07 3279 0800 P: 07 8596 1599 P: 07 549.0755 P: O7 8443 9522 GEOTECHNIC
F: 07 3279 0955 F: 07 8827 2027 F: 07 5428 2498 F: 07 6479 1633

ABN 51 009 878 899

[email protected] [email protected] [email protected] [email protected] RPEUQ 2241

www.morrisongeo.com.au

Maroochydore Ofice

Email: [email protected]
Job No: ME09/068

Ref: 00558/sir

Author: M Rubinic & N Morrison

30" September 2009

Mr Adrian Slinger

c/- Tod Consulting Engineers
P.O. Box 61

NOOSAVILLE QLD 4566

Attention: Mr Barry George email: [email protected]
Dear Sir

RE: GEOTECHNICAL INVESTIGATION —- PROPOSED RESIDENTIAL CONSTRUCTION
71 SEAVIEW TERRACE, SUNSHINE BEACH

1.0 INTRODUCTION

This report records the results of an investigation of the ground conditions on the site located
at the northern end of Seaview Terrace at Sunshine Beach which shares a common boundary
with the Noosa National Park.

The proposed residence is located on the upper slopes of the allotment, close to the western
boundary. It is of two living levels at RL44.0m (AHD) and RL39.5m, with gardens at about
these levels outside the living areas and a deck above at RL47.50m to RL50.0m.

Access from a Seaview Terrace laneway extension reaches the boundary at about RL50.0m
AHD. Benched excavations are proposed below the existing slope to form the building
platforms. The investigation aim is to define the ground conditions for the structure support
and for the support on the excavation lines.
Advice and recommendations relating to the following have been provided in this report:-

e Stability of cut banks and retaining wall design parameters

e Groundwater depths

e Load bearing ability of soils

e General earthworks recommendations

e Footings — shallow foundations or piling support (piling depth and piling type)

according to Australian standard AS 2159 — 1995 Piling Design and installation

Drilling and sampling on the site proceeded through 21 to 25" September 2009 with the
approval of the owner Mr A Slinger.

Reference has been made to a previous soil test, slope stability and footing report conducted
by SCG Consulting Engineers. Their report dated 24"" March 2009 [ref No. 19064(S)] refers.

 

Page 3

Job No. ME09/068

2.0 THE INVESTIGATION
2.1 Method

A track mounted drilling rig was used to put down two boreholes at the top of the slope from
about RL50.0m (AHD) where large rig access was available. Both boreholes were taken
deep enough to intersect the basement geology (residual clay and sandstone). Sampling as
Standard Penetration Tests (SPT)' was carried out at 1.5m depth intervals. These boreholes
were taken deep enough to satisfy support loadings. On the east slope, access for the large
drilling rig was not possible and a small track mounted machine equipped with an SPT
hammer and rods was used to put down probes into competent support strata. Access tracks
to these test sites were cut by a 7 tonne excavator which was also used to assist the SPT
probe machine. The excavator was used to assist movement around the site.

The track mounted (Dando Terrier 2002) dynamic probing rig conducted Dynamic Probing
(DP) at 7 test sites (DP3 to DP9). Testing was continued to varying depths ranging between
1.80m to 7.70m below the ground surface.

The lower access track cut on the site exposed residual clay at the position as marked on the
site plan as test pit TP2.

At the swimming pool site tvo Dynamic Cone Penetrometer (DCP)? tests were taken.

2.2 Results

The borehole test pit and SPT probe positions are shown on the site plan included as
Appendix ‘A’ together with borehole, test pit, dynamic probe and DCP results.

In the normal SPT test the hammer blows are recorded in 150mm intervals. In the SPT
dynamic probe the blow count (or penetration resistance) was recorded for each 100mm of
cone penetration.

2.3 Test Positions

Test positions as shown on the site plan (Appendix A) were either measured from the east
boundary (BH1, BH2, DP6) or were located by GPS. Surface levels were taken relative to
survey level data provided on the existing east boundary masonry block wall.

2.4 Geology
2.4.1 Basement

The Regional Geology Map (Gympie Special Sheet 9445 Part 9545 [1999]), shows the
geology as the Tiaro Coal Measures sandstone which is seen in outcrop along the foreshore
between Sunshine Beach and Alexandra Bay. It was suspected that this geology also
represented the residual basement under what are now high sand dunes along the coastal
fringe. This basement was intersected in boreholes BH1 & BH2 and also in test pit TP2.

2.4.2 Teewah Sands

1 SPT - In this test a 63.6kg drop hammer falling 750mm is used to drive a steel sampler. The penetration resistance
of the sampler is measured as blows/150mm in three successive penetrations. The ‘N’ value is recorded as the sum
of the hammer blows for the last two 150mm penetrations.

2 DCP - In this test a 9.0kg drop hammer falling 510mm is used to drive a 30 degree tapered steel cone having a top
diameter of 20mm fitted to rods of smaller section.

 

Ref 00558 — Adrian Slinger MORRISON GEOTECHNIC
71 Seaview Terrace Sunshine Beach

Page 4

Job No. ME09/068

Sand ridges on the Sunshine Beach coastline have formed on the Teewah sands which are
exposed in places as cemented sand (coffee rock). The best exposures of Teewah sands are
on the Cooloola coast at Rainbow Beach and at Fraser Island locally known as the coloured
sands. Wind blown dune sand covers the Teewah sands on this site.

BH1 and BH2 intersected loose wind blown dune sand to depths of 5.2m (BH1) and 3.8m
(BH2), or to RL44.8m and RL46.3m respectively, when the Teewah medium dense sand was
intersected, first brown grading to dense and very dense then yellow below RL37.8m (BH1
and RL42.0m (BH2). On the slopes below, surface dune sand was found in the southern part
and in the northern part the Teewah sand, and the residual basement geology dominated.
Test pit TP1 was dug into yellow sand and test pit TP2 only 10 metres north found residual
extremely very low strength sandstone (hard sandy clay).

SPT dynamic probe profiles are not described. It appears that the low penetration resistance
near the surface represents wind blown dune sand while at depth medium dense to dense
sand (Teewah sand) or residual clay and extremely low strength sandstone is inferred.

Summary of Boreholes Probe and Test Pits

 

 

 

 

 

 

 

 

 

 

 

 

Borehole | Surface Level Depth of Depth of Top of
Probe (m) AHD Loose Dune | Teewah Sand Residual

Test Pit Sand (m) (m) Basement as
No. RL (m)
BH1 50.0 5.2 9.7 35.1
BH2 50.15 3.8 10.4 35.9
DP3 45.9 3.1 - -
DP4 48.1 0.6 - -
DP5 41.4 3.0 - -
DP6 42.9 0.4 - -
DP7 40.9 2.6 - -
DP8 41.4 1. - -
DP9 43.3 2.3 - -
TP4 41.0 - - -
TP2 42.0 - - -

 

 

 

 

 

 

 

3.0 GEOTECHNICAL CONSIDERATIONS
3.1. Excavations

All materials found on this site within the proposed excavation depth will be rippable with
medium sized plant to form the building platforms for the two living levels with a cut depth of 4
to 5 metres to the top bench and a cut of a similar depth to form the lower bench.

The natural slope at about 20-25 degrees would not prevent the operation of normal plant.

Care should be taken on the steep platform edges. However, it is not expected that any
temporary retaining of the fill edges will be required.

3.2 Retaining the Cuts

The top cut can be retained either as:-

1. Abatter in sand at 30 degrees which would preferably be wet down and covered
with shotcrete if a steeper cut (say 40°) was required.

2. Athin steel sheet pile vertical wall anchored into the slope or

 

Ref 00558 — Adrian Slinger MORRISON GEOTECHNIC

71 Seaview Terrace Sunshine Beach

Page 5

Job No. ME09/068

3. A post and panel arrangement or
4. A permanent concrete piled wall.

Options 1, 2 and 3 allow for construction in front with proper tanking and slope drainage.
Option 4 cannot be sealed properly unless a false wall is constructed in front and slab
drainage protection is formed between the two.

Design parameters for excavations to 4m.

Loose Dune Sand Density 17kN/m°

Ka 0.31 Temporary

Ko 0.50 Permanent

Kp 5.0 On benches
Medium Dense Dune Sand __ Density 48kNim*

Ka 0.27 Temporary

Ko 0.43 Permanent

Kp 7.8 On benches

Since the ground above the walls is level for all practical purposes, and since the swimming
pool outside the west boundary is on drilled piles, surcharge loadings on the retaining walls
will be small and a minimum allowance of 5kPa applies.

3.3. Building Support
3.3.1 Drilled Piles

Because of access restrictions it probably will not be possible to manoeuvre a large tracked
boring rig on this site. A pendulum type auger borer would probably be more convenient if
drilled concrete piles are considered. This matter should be discussed with potential piling
contractors.

Ground conditions will vary south to north over the site from essentially sand (Teewah sand)
to residual clay and sandstone. Dense to very dense sand was not found in BH2 with lesser
strength Teewah sand, clay and extremely low strength sandstone representing this part of
the site.

Design Parameters

 

Top Platform Bottom Platform

 

RL42.5 to 43.5m

RL39 to 40m

 

Minimum Depth 15m

Minimum Depth 15m*

 

Typical ‘N’ Value — 20 to 30

 

Typical ‘N’ Value — 20 to 30

 

 

* Unless sound rock is intersected at a lesser depth

 

 

120N

120N

 

 

 

 

 

 

 

 

As "= 1.0MPa As F = 1.0MPa
Top Platform Bottom Platform
Allowable Shaft Friction Allowable Shaft Friction
Sand - 25kPa Sand — 25kPa
Clay - 30kPa Clay — 30kPa
Ref 00558 — Adrian Slinger MORRISON GEOTECHNIC

71 Seaview Terrace Sunshine Beach

Page 6

Job No. ME09/068

Referring to BH1 and BH2 the SPT ‘N’ value drops off in the yellow sand which appears to
relate to the clay fines content. Continuing into the sandstone may have merit for heavy loads
where the allowable base resistance increases to 1.5MPa.

3.3.2 Screw Piles

Screw piles offer a satisfactory alternative for loads up to 50 tonnes. Specialist contractors
will offer a pile type and spiral dimensions for the loadings required.

All piles should be hot dipped galvanized and should be drilled to a minimum depth of 7
metres on the lower slopes and 5 metres in the northern part of the site represented by DP4
and DP6.

Allowable base resistance may be taken as that applicable for drilled concrete piles as

as Q>p = a = 1.0MPa

Shaft resistance on the other hand is zero.

Ultimate tension or pull out resistance is the mass of a 30 degree tapered cone of sand above
the pile spiral base plate based on an average sand density of 17.5kN/m?,

4.0 SLOPE STABILITY

The natural cleared slope at 20 to 25 degrees has a Factor of Safety (As ay )

of 1.2 to 1.6 and below the house site with trees remaining of 1.4 to 1.7 and therefore has a
very low risk of movement. Heavy rainfall however may cause local over steepening if runoff
is concentrated on the slope as all of the sand (dune sand and Teewah sand) is highly
erodible.

Preferably all storm water runoff should be taken to the natural drainage below the site.

5.0 GROUNDWATER

Seepage in the sand will occur after heavy rain but there is no groundwater table as such. In
the northern part of the site seepage can be expected at the sand/clay interface represented
by test pit TP2 at about RL42.5m,

All retaining walls should be well drained with a gravel filter and pipe protected by a geofabric
surround,

6.0 LIMITATIONS

The use of drilled piles will require inspections at construction to confirm the base and shaft
friction and the working load capacity as the dynamic probes did not allow adequate soil
identification.

Screw piles on the other hand may be approved by meeting the contractor's torque capacity
correlation appropriate at the pile working load.

Recommendations given in this report are based on information supplied regarding the
proposed construction in conjunction with the findings of the investigation. Any change in
construction type may require additional testing and/or make recommendations invalid.

 

Ref 00558 — Adrian Slinger MORRISON GEOTECHNIC
71 Seaview Terrace Sunshine Beach

Page 7

Job No. ME09/068

Every reasonable effort has been made to locate test sites so that bores are representative of
the soil conditions within the area to be investigated. The client should be made aware
however, that this assessment has been based on limited site data using small diameter
boreholes.

In some cases, soil conditions can change dramatically over short distances, therefore even
careful exploration programs may not locate all the variations. If soil conditions differing from
those shown on the log sheet are encountered during construction, this office should be
advised immediately.

Unless otherwise stated in commissioning documents, any dimensions or slope directions
and magnitudes should not be used for any building or costing calculations. Any sketch
supplied should be considered only as approximate pictorial evidence of site work.

Yours faithfully,

     

for and on behalf of
MORRISON GEOTECHNIC PTY LIMITED

Encl. Appendix A — Site Plan
Appendix B - Test Results

 

Ref 00558 — Adrian Slinger MORRISON GEOTECHNIC
71 Seaview Terrace Sunshine Beach

Page 8

 

 

APPENDIX A

Site Plan

 

 

Page 9

 

 

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Page 10

 

 

APPENDIX B

Borehole Results
Test Pit Results
Dynamic Probe Results
DCP Results

 

 

Page 11

Morrison Geotechnic Pty Lid

A.B.N. 051 009 878 899
PO Box 3063, Darra, QLD 4076

Engineering Log - Borehole

Borehole No.: BH1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955 Page: 1 of 3
GEOTECHNIC Job Number: ME09/068
vo ? ___ Hydra Bower Scout CS0R Track
Easting: 511300+5m Drilling Rig: Machine Client: Adrian Slinger
Northing: — 7080459.00 Driller: Drillsure Project: = — ;
RL: 50.00 Logged By: M Rubinic roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 22.42 Date: 21/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
j | a
2 : =
3 s g 3 z = 5 é
3 2 2 3 6 ge \|e>| 3%
=/s Hole Depth} & a | 8 313 ee] 5 Test
s gs RL (m) 8 ole Description $/2/8&sl & Depth | Tests]  Sample/Result
SP ‘SAND: M L
r Surface grass & roots stripped, prepared platform. |
Loose, fine to medium grained with low plasticity silt
fone a fines, trace of coarse grained gravel, mottled gray & rl
o LJ pale brown, moist. (Surface grass & roots strippd, |
oY prepared platform)
oO P| LY
& 49.0 1.0 fl
= le LH +
ce H LSPT }-3,3,3 Neo H
gs H L}
3 1.45
E | 18 SAND: ™M T ry
ry Loose, fine to medium grained, pale grey/white, moist r+
8 48.0 2.0
4 _ LL +
| | 25 |
LSPT 13,33 N=6
| 2.8 4
47.0 3.0 SAND: M T 2.95
_ rr As above, thin lense of fine to medium grained angular }
L gravel
[| 4.0 |
460 || 4 4 +
SAND: M MD
r ‘as above but medium dense |
I LSPT }-5,8,10 N=18 |
450 || 5.0 L|
@ L Le 4.45 4
= :
a L 5.2 ‘ L
= VSS A SM Silty SAND: M MD
a i] Vs ZA Medium dense, fine to medium grained , low plasticity im
= Vise silt fines, dark brown mottled brown & black, moist 5.5
rl Vie eA grades to dense by 7.0m |_|
i eZ SPT 17,913 N=22
V4 4A ry
L440 |] 6.0 bo74
heed ee Tl
L} 444 LL}
AAGe
L| V4 744 ry
AeA
LI VA 74 |
Lend
r “4. 4
43.0 7.0 ALA
- a bee 7 +
V44
H] AeA LSPT }13,20,25N=45
|
L baa Uy
1] VA ZA 7.45 L
AeA
| V7, L
Vv
8.0 AAA vA
Comments: y
Authorised by: ..
DOB Yicicccscesscca
Water Weathering Consistency Density Rock Strength ‘Tests & Results
RS Residual VS Verysoft VL Veryloose ELS Extremely  US50 —_Undisturbed 50mm diam tube.
Water level soil S Soft L Loose low D _ Disturbed sample.
——ondate shown yw Extremely F Firm MD Medium VLS Verylow SPT Standard Penetration Test, N = number of blows to drive 50mm sampler
- weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
P—Water inflow py pistinctly  VSt Verystif D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa.
weathered H Hard VD Vervdense HS High S Vane shear value kPa
—<d Water outflow gy slighty ; VHS Very high DC Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 deg
weathered Moisture EHS Extremely taper cone fitted to rods of smaller section,
FR Fresh D Dry M Moist W Wet high From AS1289-1993 Methods of Testing Soils for Engineering Purposes

 

 

 

Page 12

Morrison Geotechnic Pty Ltd Engineering Log - Borehole
a A.B.N. 051 009 878 899 Borehole No.: BH1
PO Box 3063, Darra, QLD 4076

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955 Page: 2 of 3
GEOTECHNIC Job Number: ME09/068
Fasting: Si1a0os 6m Drilling RIS! haetne Client: Adrian Slinger
Northing: — 7080459.00 Driller: Drillsure Prolock & ‘isi ; p Resi
RL: 50.00 Logged By: M Rubinic roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 22.42 Date: 21/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
®
8 6] 2
. el § 8) 3
g c § 5 £ e a (ea
a] = 2 2 5 § Z>) 3%
2/5 Hole Depth} 2 $ 3 a 2 2 Fe Test
&}= | Bh (m) 8 616 Description 218s| 8 Depth | Tests|  Sample/Result
a5 ‘SM Silty SAND: M MD
LH iy, ‘Medium dense, fine to medium grained, low plasticity +
tA silt fines, dark brown mottled brown & black, moist,
r 85 Zi grades to dense by 7.0m 85 r
1! j 7 M MD ‘ |_|
. Silty SAND: Ll L 1
‘., 9.0 “4 As above, but brown with dark brawn mottling SPT. PpOMBIITNAB8
ee A 8.95 pl
L 4 LI
tA
+] A! ||
77
HU 04 L
ch
10.0 74 LI
.0.9 “
La ao Ul z ‘SAND: M VD 10 of]
Very dense, fine to medium grained, trace of sit fines, ‘+t L spt |-20,30 for 140
Pr brown, moist r|
10.45
390 |] 11.0 L}
| 11.5 |
© | } L SPT }-12,20,30for125 |]
3 38.0 12.0 11.9.5
= cae h— |
a
S -| 12.2 L}
Ss ‘SAND: wt D
rh Dense, fine to medium grained with silt & clay fines, br]
mottled pale grey, yellow, yellow brown, orange, brown,
r| moist, Clay fines increasing with depth r
|. 13.0 |
Lazo |] 13 =
H LSPT }-10,14,17N=31 9
rn 13.45 |
36,0 14.0,
[~ i a SC/ | Sandy CLAY/Clayey SAND: ™ Vst TT
4 8 CH Very stiff, high plasticity, fine to medium grained sand, |
mottled pale grey, pale brown, yellow brown, orange
8
r o brown & red, moist 14.5 ry
LSPT |-4,8,9N=17
2.9
L350 [ht 158 CH Silty CLAY: M vst 14,95 me
Very stiff, high plasticity with fine to medium grained
ri sand, pale grey, pale brown, yellow brown & red, moist. r
|| Occasional sandy clay/clayey sand lenses |_|
[| 16.0 A I
Comments: i
Authorised by: .<267}... ae
Date: sees e®. i
Water Weathering Consistency Density Rock Strength Tests & Results
RS Residual © VS Verysoft VL Veryloose ELS Extremely USO Undisturbed 50mm diam tube.
v Water level soil Ss Soft L Loose low D Disturbed sample.
=—ondate shown yw Extremely F Firm MD. Medium VLS Verylow SPT Standard Penetration Test, N = number of blows to drive 50mm sampler
; weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
P— Water inflow py pistinctly VSt Verystif D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa.
weathered H Hard VD Vervdense HS High S Vane shear value kPa
Water outflow gw slightly | VHS Veryhigh DC Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 deg
Weathered Moisture EHS Extremely taper cone fitted to rods of smaller section.

FR Fresh D Dry M Moist W Wet high From AS1289-1993 Methods of Testing Soils for Engineering Purposes

 

 

Page 13

Morrison Geotechnic Pty Ltd

—_ A.B.N. 051 009 878 899
PO Box 3063, Darra, QLD 4076

MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955

 

Engineering Log - Borehole

Borehole No.: BH1
Page: 3 of 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
 

 

 

GEOTECHNIC 7
Pee eee taree Job Number: ME09/068
Easting: 511300 45m Drilling Rig: Track Machine Client: Adrian Slinger
Northing: 7080459.00 Driller: Drillsure Project: . . .
ae ae waged Br See Toject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 22.42 Date: 21/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
3
8 e| 2
§ oe a
3 A ei 3g 2 Ba| g
& &il3i|8 s |e |S:
=|. we ilgle 2] 5 |az| 3
Z/5 Hole Depth} © & 3 a| 32 fe) & Test
& g RL (m) 3 6 le Description 2/2 /8é8l 8 Depth | Tests Sample/Result
; ie 3
Y cl Silty CLAY: xw TM vst
-] As above but SPT sample showing extremely }- SPT }-5,9,10 N=19 r]
weathered rock structure (XW sandstone)
ry Y 16.41 r
H ._168 Li LI
33,0 17.0 SST | SANDSTONE: a Vis
b= K—- Extremely weathered rock, very low strength, orangie ool
brown, red brown & pale grey (silty sandy clay),
rt plasticity decreasing with depth, P|
| 478 |
| LspT [4,611 N=17
L_ 82.0 LL 18.0 17.95 wd]
aio |] 19.0 L|
8 . H- 19 -
£ r ||
ao
so LL} |
s LsPT }7,15,21 N=36
30.0 || 20.0 r
le LL. 19.45 +
| 20. |
| spT |-9,15,25 N=40
29.0 21.0 20.95
0 || 22.0 |
[230 || 22 =|
9,19,30 for ||
+t P SPT Pr t2omm N+ = 65
ste
| 22.42m: BOREHOLE 22.45 {|
I TERMINATED |
27.0 23.0
[| 24.0 |
Comments: N* = Inferred SPT 'N' Value
Authorised by:
Dates sis secencasas
Water Weathering Consistency Density Rock Strength Tests & Results
RS Residual VS Very soft VL Very loose ELS Extremely U50 —_Undisturbed 50mm diam tube.
LY Mater level soil S Soft L Loose low D Disturbed sample,
=—ondate shown yw Extremely F Firm MD Medium VLS Verylow SPT Standard Penetration Test, N = number of blows to drive SOmm sampler
weathered St ___ Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
Water inflow bw Distinctly VSt Verystiff 0 Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa
weathered H Hard VD Vervdense HS High s Vane shear value kPa
Water outflow sw slightly | VHS Very high DC — Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 deg
Weathered Moisture EHS Extremely taper cone fitted to rods of smaller section.
FR Fresh D Dry M Moist W Wet high From AS1289-1993 Methods of Testing Soils for Engineering Purposes

 

 

Page 14

Morrison Geotechnic Pty Ltd

A.B.N. 051 009 878 899
PO Box 3063, Darra, QLD 4076

MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955

Engineering Log - Borehole
Borehole No.: BH2
Page: 1 of 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  
    
    

    

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

GEOTECHNIC Job Number: ME09/068
Hydra Bower Scout C60R Track
Easting: 511293+6m Drilling Rig: Machine Client: Adrian Slinger
Northing:  708072,00 Driller: Drillsure Project | ;
RL: 50.15 Logged By: M Rubinic roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 23.95 Date: 21/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
3 §
8 e| 2
8 « | ei 4 2 ba| 3
3 2\ala B| S]ge] 3
2/5 Hole Depth| © a] 3 g1 2/22] 5 Test
6/2] re (m) 8 5 ls Description 2/1; 2/&sl 8 Depth | Tests]  Sample/Resutt
30.0 P ‘SAND: M VL
- + very loose, fine to medium grained with low plasticity I+]
silt fines, grey, moist
.
3 = +
a I |
1.0
se LH 1 1 -
P 49.0 SAND: mu [oe |
io ~ SI As above but loose + SPT }-1,1,2N=3 +]
& Y LU
To
€ L 1.45 LU
5 r 1.8 1}
S 2.0 ‘SAND: M C
- 43.0 [TT Loose, fine to medium grained, pale grey/white, moist. 7+
j= End of day @ 2,5m.
+ I] 25 +
L SPT }-2,4,4, N=8
3.0
470 TT 2.95 4
Lag r - |
4.0 Ves A SM Silty SAND: M MD
46.0 IT Vy 4A Medium dense, fine to medium grained, low plasticity 4 ot
he v4 “A silt fines, dark brown mottled brown & black, moist
rn Mas: LSPT }-3,8,9N=17 H
LU b274 L|
1.4.7.4)
lJ VA 7A Ae |
VA s'A
1 VA s'A LL}
6 5.0 VA ZA
5 45.0 fT 49 TI
2) FoF 4 H
% |
§ 7A 6
| LSPT }-5,8,10N=18
4 LW
[| 6.0 4 4
44.0 ‘A 5.95
e | VA 7A LI)
VA AA
L VAe7 I]
AAA
H iA 7A H
ae
r 444) ry
7.0 AAA
430 fT ber a 7
od 4,
rH ViAZ'4 L SPT |. 12,16,22 N-38 I+
LU aed LU
AAA
U Ves 148 |
Vi27A
L| 1.47.4) 4
a
8.0 aa Z.
Comments:
‘ . oF
Authorised by: . 42
Date: ccssrseselZecesnac Moke
Water Weathering Consistency Density Rock Strength Tests & Results
RS Residual VS Verysoft VL Veryloose ELS Extremely USO _Undisturbed 50mm diam tube.
Y Mater level soil S Soft L Loose low D _ Disturbed sample.
——Tondate shown yw Extremely F Firm MD Medium VLS Very low SPT Standard Penetration Test, N = number of blows to drive 50mm sampler
weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
DP Water inflow pw pistinly  VSt Verystiff D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa.
weathered H Hard VD Vervdense HS High S Vane shear value kPa
Water outflow gy light! | VHS Very high DC Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 deg
Moist 9
weathered eo, cans EHS Extremely taper cone fitted to rods of smaller section.
FR Fresh D Dry M Moist W Wet high From AS1289-1993 Methods of Testing Soils for Engineering Purposes

 

 

 

Page 15

Morrison Geotechnic Pty Lid

A.B.N. 051 009 878 899
PO Box 3063, Darra, QLD 4076

Engineering Log - Borehole

Borehole No.: BH2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955 Page: 2 of 3
GEOTECHNIC Job Number: ME09/068
Hydra Bower Scout C60R Track
Easting: 51129346m Drilling Rig: Machine Client: Adrian Slinger
Northing: —_708072.00 Driller: Drillsure Piciect a — ;
RL: 50.15 Logged By: M Rubinic roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 23.95 Date: 21/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
°
8 8] «@
eli fl 4
£ go) 2 ¢ ga] g
2 = é 5 g s >| 3
+i ‘ 5 | a3
=| 5 Hole Depth| 9 a] 2 2/2 2 5 Test
ale] ae (m) 8 6/38 Description ={isa| 8 Depth | Tests]  Sample/Result
2
42.0 Sandy CLAY/Clayey SAND: M Vst-
w | Very stiff to medium dense, fine to medium grained MD |
sand, high plasticity silt & clay fines, mottled pale grey,
rl yellow brown & orange brown, moist, At 8.9m trace of 85 ry
LJ red mottling, Weakly cemented sand noted in end of " |
SPT from 11.9m (red/brown) L spr 5,7,10 N=17
9.0
440 {Tr 8.95 =
[| 10.0 |
400 HR 10 an
Z 1 LSPT -7,7,7 N=14 H
| 10.45: |
[| 11.0 LI
39.0 [~ aa
| 11.5 i"
© L spt | 4,7,8 N=15 |
8 12.0
5 380 fh 11.98 P|
[| 13.0 |
fejme 13 13 =
37.0 ‘Sandy CLAY/Clayey SAND: M Vst
= '-| ‘As above, higher sand content in plasticity noted MD SPT |-6,8,10 N=18 14
| 13.45 |
14.0
36.0 fT me
rf, 42 Silty CLAY: M Vat I
in Very stiff, high plasticity, with fine to medium grained +]
‘sand, mottled pale grey, red, red brown, brawn & yellow 145
rl brown, moist (weathered rock structure) L spr L5,10,12 N=22 |
15.0 | = LU
350 TT 2 14.9 mm
U 8 ||
16.0 -
Comments:
Authorised by: 2
TEES! uiPsooncleonieneawnanttentenane Dect uene
Water Weathering Consistency Density Rock Strength Tests & Results
RS Residual VS Very soft VL Very loose ELS Extremely U50 —_-Undisturbed 50mm diam tube.
SY ser eve! soil S Soft L Loose low D Disturbed sample.
ondate shown yw Extremely F Firm MD Medium VLS Verylow SPT Standard Penetration Test, N = number of blows to drive 50mm sampler
weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
DP — Water inflow pw pistinctly  -VSt_ Verystiff D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa.
Pp
weathered H Hard VD Vervdense HS High Ss Vane shear value kPa
4 Water outflow gw siightly . VHS Veryhigh DC Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 deg
Moisture .
weathered eee EHS Extremely taper cone fitted to rods of smaller section.
FR Fresh D Dry M Moist W Wet high From AS1289-1993 Methods of Testing Soils for Engineering Purposes

 

 

Page 16

Morrison Geotechnic Pty Ltd Engineering Log - Borehole
A.B.N. 051 009 878 899 ‘
ie PO Box 3063, Darra, QLD 4076 Borehole No.: BH2

 

 

 

 

 

 

  
  
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955 Page: 3 of 3
GEOTECHNIC Job Number: ME09/068
: Hydra Bower Scout C60R
Easting: 511293 6m Drilling Rig: Track Machine Client: Adrian Slinger
Northing: 708072.00 Driller: Drillsure pes — ; ;
RL! pe Legged'by: M Rubin roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 23.95 Date: 21/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
©
8 | 2
j 5
8 « | 2| 8 2 za) 8
3 2 f|2| 8 aie 82] q
. 2 4 RB:
2/5 HoleDepth] 2 | @ | B 3) 222] 5 Test
612] re (m) g 6 |28 Description 21/2/88 8 Depth | Tests}  Sample/Result
z
34.0 1614 — CH Silty CLAY: M vst
i L| g Very stiff, high plasticity, with fine to medium grained LSPT |-4,10,13 N=23 ry
3 sand, mottled pale grey, red, red brown, brown & yellow
ry a brown, moist (weathered rock structure) 16.45' r]
r| SST | "SANDSTONE: we ELS |
ry} Extremely weathered rock, very low strength, mottled rr
17.0 pale grey, red, red brown & yellow brown (sandy clay of
33.0 [7 low to medium plasticity) 7
| 178 |
LsPT 5,88 N=16
aa 17.98 le
| 19.0 |
31.0 fT 19 -
- H L SPT +6,10,14 N=24 +]
| 19.45 r
3 H i
G 30.0 FT ae
=| 7 H
| 20.5 |
L LSPT }6,14,16 N=30
21.0 20.95
220 |
22.0 |
28.0 fT 22 all
- H LSPT }-9,11,20N=31 Hy
22.45 |
| 23.0 |
27.0 |[T- |
lee
r 23.95m: BOREHOLE 2as r]
r| TERMINATED LI}
L SPT [-8,14,23 N=37
24,056. y
Comments:
Water Weathering Consistency Density Rock Strength Tests & Results
RS Residual VS Verysoft VL Veryloose ELS Extremely USO Undisturbed 50mm diam tube,
VY Water level soil S Soft L Loose low D _ Disturbed sample.
~~ ondate shown yw Extremely F Firm MD Medium VLS Very low SPT Standard Penetration Test, N = number of blows to drive 50mm sampler
. weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
Water inflow by pistinctly vst Very stiff D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa.
weathered H Hard VD Vervdense HS High S Vane shear value kPa
Water outflow sw giighty ; VHS Veryhigh DC Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 deg
weathered Moisture EHS Extremely taper cone fitted to rods of smaller section
FR Fresh D Dry M Moist W Wet high From AS1289-1993 Methods of Testing Soils for Engineering Purposes

 

 

Page 17

Morrison Geotechnic Pty Ltd

A.B.N. 051 009 878 899
PO Box 3063, Darra, QLD 4076

MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955

Engineering Log - Test Pit
Test Pit No.: TP1

Page: 1 of 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

GEOTECHNIC Job Number: ME09/068
. Drilli Rig: Hydra Bower Scout C60R Track . z .
Easting:  511308.00 rll Rg: ening Client: Adrian Slinger
Northing: — 7080482.00 Driller: Drillsure potect a ;
RL: 41.00 Logged By: M Rubinic roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 4.10 Date: 22/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
3
8 $ g
2 2|§& >& 8
2 = S| S S6| Bg
a]. 2 l/elé e|e|2s| 3
2/3 HoleDepthn] 2 | B | g g|3 43/8 ait
&|=] ek (m) 3 oO 1s Description 2 | 2 /|88| 8 Depth | Tests Sample/Result
ain
Y cl Silty Clayey SAND: M vb
Very dense, yellow with red staining, start about 1m
Y below 1 metre cut batter
40.0 1.0 Y
a LZ,
1.10m: TEST PIT
| TERMINATED L|
39.0 2.0
3.0 Zi.
Comments: :
Authorised by: AGEN...
Date:
Water Weathering Consistency Density Rock Strength Tests & Results
Residual VS Verysoft VL Veryloose ELS Extremely USO —_Undisturbed 50mm diam tube
Water level soil S Soft L Loose low D Disturbed sample.
—— on date shown yyw Extremely oF Firm MD Medium VLS Very low SPT Standard Penetration Test, N = number of blows to drive 50mm sampler
. weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
DP Water inflow — pyy Distinctly  VSt Verystiff D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa.
weathered H — Hard VD Vervdense HS High S Vane shear value kPa
Water outfiow gw siightly | VHS Very high DC Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 deg
weathered Moisture EHS Extremely taper cone fitted to rods of smaller section.
FR Fresh D Dry M Moist W Wet high From AS1289-1993 Methods of Testing Soils for Engineering Purposes

 

 

Page 18

A.B.N. 051 009 878 899

 

PO Box 3063, Darra, QLD 4076
MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955

Morrison Geotechnic Pty Ltd

Engineering Log - Test Pit
Test Pit No.: TP2

Page: 1 of 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GEOTECHNIC Job Number: ME09/068
511295.00 Drilling Rig: Track Machine Client: Adrian Slinger
7080494.00 Driller: Drillsure Pivieck oo —
42,00 Logged By: M Rubinic roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 0.70 Date: 22/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
3
O° 3 2
§ »S| 3
3 s 2 5 £ aa) 2g
2] x gs |2|¢ 2) § |s2| 3
S lie Hole Depth 9g 6 8 B a 2 2 F Test
S&}]=] op (m) 8 ols Description 2/2 ssl 8 Depth | Tests]  Sample/Result
SST SANDSTONE: XLS: M
o Extremely low strength sandstone on track, grey & red
2 mottled (hard sandy clay)
© L|
&
6
aD
g LI!
Ts
E
So
Oo 1]
2
0.70m: TEST PIT
r] TERMINATED
41.0 1.0
40.0 2.0
39.0 3.0
Comments:
Authorised by:
DARE! ccccscssveonsenitts
Water Weathering Consistency Density Rock Strength Tests & Results
RS Residual VS Verysoft VL Veryloose ELS Extremely USO Undisturbed 50mm diam tube.
VY Water level soil S Soft L Loose low D Disturbed sample.
en date shawn yw Exiramely oF Firm MD. Medium VLS Verylow SPT Standard Penetration Test, N = number of blows to drive 50mm sampler
F weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
DP Water inflow py pistincty vst Very stiff D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa.
weathered H Hard VD Vervdense HS High S Vane shear value kPa
ad Water outflow gw slightly | VHS Veryhigh DC Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 deg
weathered Moisture EHS Extremely taper cone fitted to rods of smaller section.
FR Fresh D Dry M Moist W Wet high From AS1289-1993 Methods of Testing Soils for Engineering Purposes

 

 

 

Page 19

= BRISBANE

Unit 1/35 Limestone Street

PO Box 3063

Darra Qld 4076

P: 07 3279 0900

F: 07 3279 0955
[email protected]

MORRISON GEOTECHNIC PTY LTD

www.morrisongeo.com.au

m GOLD COAST

PO Box 2011

Nerang Qld 4211
P: 07 5596 1599
F: 07 5527 2027

Unit 5 / 36 Lawrence Drive

[email protected]

mj CABOOLTURE

Unit 3 / 42 Aerodrome Road Unit 4/81 Wises Road
Caboolture Qld 4510

P: 07 5499 0755
F: 07 5428 2498
[email protected]

m SUNSHINE COAST

Maroochydore Qld 4558
P: 07 5443 9522 MORRISON
F: 07 5479 1633 GEOTECHNIC

maroochydorelab@

ABN 51 009 878 899

morrisongeo.com.au RPEUQ 2241

 

Dynamic Probing Log

 

Dynamic Probe: DP3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page: 1 of 1

Client: Mr Adrian Slinger Test Date: 21st Sept 2009

Job Number: ME09/068 Test Method: Dynamic Probing

Project: Proposed Residence Testing Rig: Dando Terrier

Location: Seaview Terrace, Sunshine Beach Logged By: M.Rubinic

Lot No: No. 71

Date Tested : 21st Sept 2009

Dynamic Probe ID: DP3

Lecution East 511313 +5m

North 7080462

Surface Level RL (AHD) |approx 45.9
Depth (m) Blows Depth (m) Blows Depth (m) Blows Depth (m) Blows
0.00-0.10 zi 2.00-2.10 3 4.00-4.10 5 6.00-6,.10 13
0.10-0.20 2.10-2.20 4 4,10-4.20 4 6,10-6.20 10
0,20-0.30 x 2.20-2,30 4 4.20-4.30 5 6,20-6.30 10
0.30-0.40 A, 2.30-2.40 4 4.30-4.40 5 6.30-6.40 10
0.40-0.50 4: 2.40-2.50 4 4.40-4.50 | 6.40-6.50 11
0.50-0.60 2 2,50-2.60 5 4,50-4.60 5 6,50-6.60 11
0.60-0.70 zZ 2.60-2,70 3. 4.60-4.70 6 6.60-6.70 13
0.70-0.80 al 2.70-2.80 4 4.70-4.80 5 6.70-6.80 13
0.80-0.90 2 2,80-2.90 5 4.80-4.90 6 6,80-6.90 8
0.90-1.00 2 2.90-3.00 5 4.90-5.00 6 6.90-7.00 10
1,00-1.10 2 3.00-3.10 5. 5.00-5.10 6 7,00-7.10 12
1,10-1.20 2 3.10-3.20 5 5.10-5.20 7 7.10-7.20 12
1,20-1.30 2 3,20-3,30 2 5.20-5,30 7 7.20-7.30 13
1.30-1.40 2 3.30-3.40 4 5.30-5.40 8 7.30-7.40 14
1.40-1,.50 2 3.40-3.50 5. 5.40-5.50 9 7,40-7.50 16
1,50-1.60 2 3.50-3.60 5 5.50-5.60 10 7.50-7,60 15
1.60-1.70 3 3.60-3.70 6 5.60-5.70 13 7.60-7.70 17
1.70-1.80 2 3.70-3.80 4 5.70-5.80 11 7.70-7.80
1,80-1.90 3 3.80-3.90 5 5.80-5.90 13 7.80-7.90
1,90-2.00 a 3.90-4.00 5 5,90-6.00 14 7.90-8.00

 

 

 

 

 

 

 

 

Standing Water level:

 

Comments:

Soil caves in at 9.6m.

 

 

 

 

 

 

 

Z
Authorized By: “A
Date: Ib J. ® 7

 

NATA

TECHNICAL
ConPErENGe

MEMBER

 

Page 20

m BRISBANE

Unit 1/35 Limestone Street

PO Box 3063

Darra Qld 4076

P: 07 3279 0900

F: 07 3279 0955
[email protected]

MORRISON GEOTECHNIC PTY LTD

www.morrisongeo.com.au

m GOLD COAST

Unit 5 / 36 Lawrence Drive

PO Box 2011

Nerang Qld 4211

P: 07 5596 1599
F: 07 5527 2027
[email protected]

mw CABOOLTURE

@ SUNSHINE COAST

Unit 3 / 42 Aerodrome Road Unit 4/81 Wises Road

Caboolture Qld 4510 Maroochydore Qld 4558

P: 07 5499 0755 P: 07 5443 9522 MORRISON
F: 07 5428 2498 F: 07 5479 1633 GEOTECHNIC
caboolturelab@ maroochydorelab@ ABN 51 009 878 899
morrisongeo.com.au morrisongeo.com.au RPEUQ 2241

 

Dynamic Probing Log

 

Dynamic Probe: DP4
Page: 1 of 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Mr Adrian Slinger Test Date: 21st Sept 2009

Job Number: ME09/068 Test Method: Dynamic Probing

Project: Proposed Residence Testing Rig: Dando Terrier

Location: Seaview Terrace, Sunshine Beach Logged By: M.Rubinic

Lot No: No. 71

Date Tested : 21st Sept 2009

Dynamic Probe ID: DP4

ioeation East 511282 +6m

North 7080496

Surface Level RL (AHD) _ |approx 48.1
Depth (m) Blows Depth (m) Blows Depth (m) Blows Depth (m) Blows
0.00-0.10 1 2.00-2.10 12 4.00-4.10 13 6.00-6.10 10
0.10-0.20 aL 2.10-2.20 13 4,10-4.20 12 6,10-6,20 a1
0.20-0.30 b 2.20-2.30 10 4.20-4.30 11 6.20-6.30 10
0,30-0.40 1 2.30-2.40 4,30-4.40 10 6.30-6.40 11
0.40-0,50 2 2.40-2.50 7 4.40-4.50 10 6.40-6,50 9
0.50-0.60 3 2.50-2.60 8 4.50-4.60 10 6,50-6.60 10
0.60-0.70 5 2.60-2.70 10 4.60-4.70 12 6.60-6.70 10
0.70-0.80 5 2.70-2.80 10 4.70-4.80 12 6.70-6.80 10
0.80-0.90 9 2.80-2.90 10 4.80-4.90 11 6.80-6.90
0,90-1,00 11. 2.90-3,00 11. 4.90-5.00 11 6.90-7.00
1.00-1.10 11 3.00-3.10 12 5,00-5.10 10 7.00-7,10 8
1.10-1.20 10 3.10-3.20 13 5,10-5.20 11 7.10-7.20 10
1.20-1.30 Lh. 3.20-3.30 13 5,20-5.30 1 7.20-7.30 10
1.30-1.40 9 3,30-3.40 14 5,30-5.40 8 7.30-7.40 13
1.40-1.50 10 3.40-3.50 13 5.40-5.50 8 7.40-7.50 18
1,50-1.60 9 3,50-3.60 15 5,50-5.60 9 7.50-7.60 17,
1.60-1.70 10 3.60-3.70 14 5.60-5.70 9 7.60-7.70 18
1,70-1.80 10 3.70-3.80 14 5.70-5.80 9 7.70-7,80
1,80-1.90 1L 3.80-3.90 14 5,80-5.90 8 7.80-7.90
1,90-2.00 12 3.90-4.00 13 5,90-6.00 10 7.90-8.00

Standing Water level:

Comments:
Z
Authorized By: 4

 

 

Date: Fo POF

 

 

 

Page 21

m BRISBANE

Unit 1/35 Limestone Street

PO Box 3063

Darra Qid 4076

P: 07 3279 0900

F: 07 3279 0955
[email protected]

MORRISON GEOTECHNIC PTY LTD

www.morrisongeo.com.au

m GOLD COAST

Unit 5 / 36 Lawrence Drive

PO Box 2011

Nerang Qld 4211

P: 07 5596 1599
F: 07 5527 2027
[email protected]

m CABOOLTURE

Unit 3 / 42 Aerodrome Road
Caboolture Qid 4510

P: 07 5499 0755
F: 07 5428 2498

[email protected]

m SUNSHINE COAST
Unit 4/81 Wises Road
Maroochydore Qld 4558

P: 07 5443 9522

F: 07 5479 1633
[email protected]

MORRISON
GEOTECHNIC

ABN 51 009 878 899
RPEUQ 2241

 

Dynamic Probing Log

 

Dynamic Probe : DP5
Page: 1 of 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Mr Adrian Slinger Test Date: 21st Sept 2009
Job Number: MEO9/068 Test Method: Dynamic Probing
Project: Proposed Residence Testing Rig: Dando Terrier
Location: Seaview Terrace, Sunshine Beach Logged By: M.Rubinic
Lot No: No. 71
Date Tested : 21st Sept 2009
Dynamic Probe ID: DPS
Location East 511350+5m
North 7080450
Surface Level RL (AHD) |approx 41.4
Depth (m) Blows Depth (m) Blows Depth (m) Blows Depth (m) Blows
0.00-0.10 1 2.00-2.10 3 4.00-4.10 5 6.00-6.10 10
0.10-0.20 i. 2.10-2.20 4 4.10-4.20 6 6.10-6,20 14
0.20-0.30 2 2.20-2.30 3 4.20-4.30 6 6,20-6.30 15
0.30-0.40 2 2.30-2.40 8 4.30-4.40 5 6.30-6.40 16
0.40-0.50 2 2.40-2.50 3 4.40-4.50 6 6.40-6.50
0.50-0,60 2 2,.50-2.60 4 4,50-4.60 5 6,50-6,60
0.60-0.70 2 2.60-2.70 3 4.60-4.70 6 6,60-6.70
0.70-0.80 2 2.70-2,80 4 4.70-4.80 5 6.70-6.80
0.80-0.90 4, 2.80-2.90 4 4.80-4.90 6 6,80-6.90
0.90-1.00 3 2.90-3.00 4 4.90-5.00 7. 6.90-7.00
1,00-1.10 2 3,00-3.10 5 5.00-5.10 Zz 7.00-7.10
1.10-1,20 2 3.10-3.20 4 5.10-5.20 Z. 7.10-7.20
1,20-1.30 i 3.20-3.30 5 5.20-5.30 te 7.20-7.30,
1,30-1.40 2 3.30-3.40 4 5.30-5.40 7 7.30-7.40
1,40-1.50 2 3.40-3.50 5 5.40-5.50 8 7.40-7.50
1,50-1.60 3 3,50-3.60 5 5.50-5.60 8 7.50-7.60
1,60-1.70 2 3.60-3.70 5 5.60-5.70 9 7.60-7.70
1.70-1.80 3 3.70-3.80 5 5.70-5.80 9 7.70-7.80
1,80-1.90 3 3,80-3.90 6 5,80-5.90 9 7.80-7.90
1,90-2.00 3 3.90-4.00 6 5.90-6.00 10 7.90-8.00
Standing Water level:
Comments: Measured GPS next day E: 511335:5m N: 7080450
Authorized By: 45 ,

 

Date:

 

NATA

seoseiten Fon
TECHNICAL
COMPETENCE

 

Page 22

@ BRISBANE

Unit 1/35 Limestone Street

PO Box 3063

Darra Qld 4076

P: 07 3279 0900

F: 07 3279 0955
[email protected]

MORRISON GEOTECHNIC PTY LTD

www.morrisongeo.com.au

m GOLD COAST

PO Box 2011

Nerang Qld 4211
P: 07 5596 1599
F: 07 5527 2027

Unit 5 / 36 Lawrence Drive

[email protected]

@ CABOOLTURE

Unit 3 / 42 Aerodrome Road
Caboolture Qld 4510

P: 07 5499 0755
F: 07 5428 2498
[email protected]

j SUNSHINE COAST

P: 07 5443 9522
F: 07 5479 1633
[email protected]

Unit 4/81 Wises Road
Maroochydore Qld 4558

MORRISON
GEOTECHNIC

ABN 51 009 878 899
RPEUQ 2241

 

Dynamic Probing Log

 

Dynamic Probe : DP6
Page: 1 of 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Mr Adrian Slinger Test Date: 21st Sept 2009

Job Number: ME09/068 Test Method: Dynamic Probing

Project: Proposed Residence Testing Rig: Dando Terrier

Location: Seaview Terrace, Sunshine Beach Logged By: M.Rubinic

Lot No: No. 71

Date Tested : 21st Sept 2009

Dynamic Probe ID: DP6

hnextion East 0511266

North 7080511

Surface Level RL (AHD) [approx 42.9
Depth (m) Depth (m) Blows Depth (m) Blows Depth (m) Blows
0,00-0.10 0 2.00-2.10 4.00-4.10 6,00-6,10
0,10-0.20 1 2.10-2,20 4.10-4.20 6,10-6.20
0.20-0.30 2 2.20-2.30 4,20-4,30 6.20-6.30
0,30-0.40 4 2.30-2.40 4.30-4.40 6.30-6.40
0,40-0.50 Z. 2.40-2.50 4.40-4,50 6.40-6,.50
0.50-0.60 x 2.50-2.60 4,50-4.60 6,50-6.60
0.60-0.70 7 2,60-2.70 4.60-4.70 6.60-6.70
0.70-0.80 8 2.70-2.80 4.70-4.80 6.70-6.80
0.80-0.90 10 2.80-2.90 4.80-4,90 6.80-6.90
0,90-1.00 10 2,90-3.00 4.90-5.00 6.90-7.00
1,00-1,10 11 3.00-3.10 5.00-5.10 7.00-7.10
1,10-1.20 11 3.10-3.20 5,10-5,20 7.10-7.20
1.20-1,30 13 3.20-3.30 5.20-5.30 7.20-7,30
1.30-1.40 13 3,30-3.40 5,30-5.40 7.30-7.40
1.40-1.50 14 3,40-3.50 5.40-5.50 7.40-7.50
1,50-1.60 13 3.50-3.60 5.50-5.60 7.50-7.60
1.60-1.70 12 3.60-3.70 5.60-5.70 7.60-7.70
1.70-1.80 13 3.70-3.80 5.70-5.80 7.70-7.80
1.80-1.90 3.80-3.90 5.80-5.90 7.80-7.90
1,90-2.00 3.90-4.00 5.90-6.00 7.90-8.00

Standing Water level:

Comments:
ZZ.

 

 

 

 

Authorized By: Yer

Date:

FOR. 09

 

NATA

TECHNICAL
competence

MEMBER

 

Page 23

m BRISBANE

Unit 1/35 Limestone Street

PO Box 3063

Darra Qld 4076

P: 07 3279 0900

F: 07 3279 0955
[email protected]

MORRISON GEOTECHNIC PTY LTD

www.morrisongeo.com.au

mw GOLD COAST

Unit 5 / 36 Lawrence Drive

PO Box 2011
Nerang Qld 4211
P: 07 5596 1599
F: 07 5527 2027
[email protected]

@ CABOOLTURE

P: 07 5499 0755
F: 07 5428 2498
[email protected]

Unit 3/42 Aerodrome Road
Caboolture Qld 4510

SUNSHINE COAST
Unit 4/81 Wises Road
Maroochydore Qld 4558

P: 07 5443 9522

F: 07 5479 1633
[email protected]

MORRISON
GEOTECHNIC

ABN 51 009 878 899
RPEUQ 2241

 

Dynamic Probing Log

 

Dynamic Probe : DP7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page: 1 of 1

Client: Mr Adrian Slinger Test Date: 21st Sept 2009

Job Number: ME09/068 Test Method: Dynamic Probing

Project: Proposed Residence Testing Rig: Dando Terrier

Location: Seaview Terrace, Sunshine Beach Logged By: M.Rubinic

Lot No: No. 71

Date Tested : 21st Sept 2009

Dynamic Probe ID: DP7

Vocation East 511313 +6m

North 7080484

Surface Level RL (AHD) |approx 40.9
Depth (m) Blows Depth (m) Blows Depth (m) Blows Depth (m) Blows
0.00-0.10 1 2.00-2.10 5 4.00-4.10 6 6.00-6.10 5
0.10-0.20 if: 2.10-2.20 3 4.10-4.20 7 6.10-6.20 5
0,20-0,30 ly 2.20-2.30 4 4.20-4.30 9 6.20-6.30 5
0.30-0.40 1 2.30-2.40 4 4.30-4.40 8 6.30-6,.40 6
0.40-0.50 1 2.40-2.50 3 4.40-4.50 9 6.40-6,50 5
0.50-0.60 2 2.50-2.60 3 4,50-4.60 8 6.50-6.60 5
0.60-0.70 2 2.60-2.70 5 4.60-4.70 8 6.60-6.70 6
0.70-0.80 2 2.70-2.80 5. 4.70-4.80 7 6.70-6.80 12
0.80-0.90 2 2.80-2.90 5 4.80-4.90 6 6.80-6,90 12
0.90-1.00 2 2.90-3.00 5 4.90-5.00 5 6,90-7.00 15
1,00-1.10 2 3.00-3.10 4 5.00-5.10 5 7.00-7.10 13
1.10-1.20 3 3,10-3.20 5 5.10-5.20 5 7.10-7.20 13
1.20-1.30 2 3.20-3.30 4 §.20-5.30 5: 7.20-7,30 12
1,30-1.40 3 3.30-3.40 4 5.30-5.40 5 7.30-7.40 ad,
1.40-1.50 3 3.40-3.50 4 5.40-5.50 5 7.40-7.50 14
1,50-1.60 2 3.50-3.60 4 5,50-5.60 5 7,50-7.60
1,60-1.70 Si 3.60-3,70 4 5.60-5.70 5 7.60-7.70
1.70-1.80 3 3.70-3.80 5 5.70-5.80 6 7.70-7.80
1,80-1,90 3 3,80-3.90 5 5,80-5.90 6 7.80-7.90
1,90-2.00 3 3.90-4.00 6 5.90-6.00 5 7.90-8.00

Standing Water level:

Comments:
LZ.

 

 

 

 

 

Authorized By: AA

Date:

BO °F, re

 

NATA

TECHNICAL
COMPETENCE

MEMEER

 

Page 24

MORRISON GEOTECHNIC PTY LTD

www.morrisongeo.com.au

@ BRISBANE @ GOLD COAST
Unit 1/35 Limestone Street Unit 5 / 36 Lawrence Drive
PO Box 3063 PO Box 2011
Darra Qld 4076 Nerang Qld 4211
P: 07 3279 0900 P: 07 5596 1599
F: 07 3279 0955 F: 07 5527 2027
brisbanelab@ [email protected] morrisongeo.com.au

@ CABOOLTURE

Unit 3 /42 Aerodrome Road
Caboolture Qld 4510

P: 07 5499 0755
F: 07 5428 2498
[email protected]

mg SUNSHINE COAST

Unit 4/81 Wises Road

Maroochydore Qld 4558

P: 07 5443 9522 MORRISON
F: 07 5479 1633 GEOTECHNIC
maroochydorelab@ ABN 51 009 878 899
morrisongeo.com.au RPEUQ 2241

 

Dynamic Probing Log

 

Dynamic Probe : DP&
Page: 1 of 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Mr Adrian Slinger Test Date: 21st Sept 2009

Job Number: ME09/068 Test Method: Dynamic Probing

Project: Proposed Residence Testing Rig: Dando Terrier

Location: Seaview Terrace, Sunshine Beach Logged By: M.Rubinic

Lot No: No. 71

Date Tested : 21st Sept 2009

Dynamic Probe ID: DP8

Location East 0511328

North 7080459N +7m

Surface Level RL (AHD) [approx 41.4
Depth (m) Blows Depth (m) Blows Depth (m) Blows Depth (m) Blows
0.00-0.10 1 2.00-2.10 5 4.00-4.10 7 6.00-6.10 7
0.10-0.20 1 2.10-2.20 5 4,10-4.20 8 6.10-6.20 8
0,20-0.30 i 2.20-2.30 5 4.20-4.30 8 6.20-6.30 8
0.30-0.40 a 2.30-2.40 5 4.30-4.40 2 6.30-6.40 7
0.40-0.50 ie 2.40-2.50 5 4.40-4.50 8 6.40-6,50 Z
0,50-0.60 1 2.50-2.60 6 4.50-4.60 10 6.50-6.60 9
0.60-0.70 1 2.60-2,70 6 4.60-4.70 a 6,60-6.70 at
0,70-0.80 2 2.70-2.80 6 4.70-4.80 6 6.70-6.80 11
0.80-0.90 2 2,80-2.90 7 4.80-4.90 5 6.80-6.90 10
0.90-1.00 2 2.90-3.00 6 4.90-5.00 4 6.90-7.00 B
1,00-1.10 2 3.00-3.10 7 5,00-5.10 4 7.00-7.10 7
1,10-1.20 3 3,10-3,20 #2 5,10-5.20 4 7.10-7.20 Zz
1,20-1.30 3 3.20-3,30 A. 5.20-5.30 4 7.20-7.30 7
1.30-1.40 2 3.30-3.40 6 5,30-5.40 4 7.30-7.40 8
1.40-1,50 3 3.40-3.50 6 5.40-5.50 6 7.40-7,50 ed
1,.50-1.60 3 3.50-3.60 6 5.50-5.60 6 7.50-7.60 16
1.60-1.70 4 3.60-3.70 6 5,60-5.70 5 7.60-7.70
1,70-1.80 4 3.70-3.80 6 5,70-5.80 6 7.70-7.80
1,80-1.90 4 3.80-3.90 7 5.80-5.90 6 7.80-7.90
1,90-2.00 4 3.90-4.00 Z 5,90-6.00 6 7.90-8.00

Standing Water level:

Comments:
Z

 

 

 

 

 

Authorized By:

Date:

Le
PF. OF

 

NATA

TECHNICAL
COMPETENCE MeMeeR

 

Page 25

@ BRISBANE

Unit 1/35 Limestone Street

PO Box 3063

Darra Qld 4076

P: 07 3279 0900

F: 07 3279 0955
[email protected]

MORRISON GEOTECHNIC PTY LTD

www.morrisongeo.com.au

m GOLD COAST

Unit 5 /36 Lawrence Drive

PO Box 2011

Nerang Qld 4211

P: 07 5596 1599
F: 07 5527 2027
[email protected]

m CABOOLTURE

Unit 3/42 Aerodrome Road
Caboolture Qld 4510

P: 07 5499 0755
F: 07 5428 2498
[email protected]

@ SUNSHINE COAST
Unit 4/81 Wises Road

Maroochydore Qld 4558

MORRISON
P: 07 5443 9522
F: 07 5479 1633 GEOTECHNIC
maroochydorelab@ ABN 51 009 878 899
morrisongeo.com.au RPEUQ 2241

 

Dynamic Probing Log

 

Dynamic Probe: DP9
Page: 1 of 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Mr Adrian Slinger Test Date: 21st Sept 2009

Job Number: ME09/068 Test Method: Dynamic Probing

Project: Proposed Residence Testing Rig: Dando Terrier

Location: Seaview Terrace, Sunshine Beach Logged By: M,Rubinic

Lot No: No, 71

Date Tested : 21st Sept 2009

Dynamic Probe ID: DP9

Location East 0511307

North 7080476

Surface Level RL (AHD) |approx 43.3
Depth (m) Blows Depth (m) Blows Depth (m) Blows Depth (m) Blows
0.00-0.10 1 2.00-2.10 2 4.00-4.10 12 6.00-6.10 1
0.10-0.20 i 2.10-2.20 3 4.10-4.20 9 6,10-6.20
0.20-0.30 i. 2.20-2.30 4 4.20-4.30 8 6.20-6.30
0.30-0.40 1 2.30-2.40 4 4.30-4.40 3 6,30-6.40
0.40-0.50 vy 2.40-2.50 4 4.40-4.50 3 6.40-6,50
0.50-0.60 1 2,50-2.60 5 4,50-4.60 5 6,50-6.60
0.60-0.70 2 2.60-2.70 5 4.60-4.70 5 6,60-6,70
0.70-0.80 2 2.70-2.80 7 4.70-4.80 5 6.70-6.80
0.80-0.90 2 2.80-2.90 8 4.80-4.90 5 6.80-6.90
0.90-1.00 2 2.90-3.00 8 4,90-5.00 6 6,90-7.00
1,00-1.10 3 3.00-3.10 7 5.00-5.10 6 7.00-7.10
1,10-1.20 2 3.10-3.20 8 5.10-5.20 7 7.10-7.20
1.20-1.30 3 3.20-3.30 9 5.20-5.30 6 7.20-7,30
1,30-1.40 3 3.30-3.40 6 5.30-5.40 5 7.30-7.40
1,40-1.50 3 3.40-3.50 6 5.40-5.50 8 7.40-7.50
1,50-1.60 3 3.50-3.60 iz 5,50-5.60 7 7.50-7.60
1,60-1.70 3 3.60-3.70 9 5.60-5.70 8 7.60-7,70
1,70-1.80 3 3.70-3.80 13 5.70-5.80 ad. 7.70-7.80
1.80-1.90 3 3.80-3.90 13 5,80-5.90 12 7.80-7.90
1.90-2.00 4 3.90-4.00 12 5.90-6.00 12 7.90-8.00

Standing Water level:

Comments: Measured next day E: 511329:5m N: 7080467

 

 

 

 

 

 

 

Authorized By:

Date:

FO FOG

 

NATA

TECHNICAL

COMPETENCE ManeR

 

Page 26

@ BRISBANE
PO Box 3063

MORRISON GEOTECHNIC PTY LTD

www morisongeo.com au

@ GOLD COAST
PO Box 2011

@ CABOOLTURE

Caboolture Qld 4510

@ SUNSHINE COAST
Unit 1/35 Limestone Street Unit5/36 Lawrence Drive Unit3/42Aerodrome Road Unit 4/81 Wises Road
Maroochydore Qld 455:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Darra Qid 4076 Nerang Qlid 4211
P: O07 3273 0800 P: ov eane 1589 P: OF 5499 0755 P: O7 5443 9522 MORRISON
F: 07 3279 0955 F: OF 5527 2027 F: O7 5428 2498 F: OF 5479 1633 GEOTECHNIC
brisbanelab@ goldcoastlang Caboolturelab@ maroochydorelan@ ABN 51 009 878 899
marisongeo.com au morrisongeo.corn au morrisongeo.com.au morrisongeo.com.au RPEUQ 2241
Dynamic Cone Penetrometer Report
Client: ADRIAN SLINGER Report Number: MEO9/068 - 1
Client Address: 12 BAYVIEW STREET LITTLE COVE, NOOSA HEADS QLD 4567 Report Date: 28/09/2009
Job Number: ME09/068 Order Number:
Project: PROPOSED RESIDENCE Test Method: AS1289.6,3.2
Location 71 SEAVIEW TERRACE , SUNSHINE BEACH Page 1 of 1
Lab No: 2718
ID No: 10
Lot No : -
Item No: zs
Date Sampled : 25/09/2009
Date Tested : 25/09/2009
Material Source : INSITU
For Use As : FOUNDATION
Sample Location : DCP 10
: 511358 +/-5m
N 7080457 +/-5m
RL32.5.
Depth Blows Depth Blows Depth Blows Depth Blows
0,00 - 0.10 0 2.00 - 2.10 7 4.00 - 4.10 12
0.10 - 0.20 i 2.10 - 2.20 6 4,10 - 4.20 13.
0.20 - 0.30 2 2.20 - 2.30 8 4.20 - 4.30 10
0.30 - 0.40 2 2.30 - 2.40 8 4.30 - 4.40 2:
0.40 - 0.50 2 2.40 - 2.50 8 4.40 - 4.50 8
0.50 - 0.60 2 2.50 - 2.60 8
0.60 - 0.70 2 2.60 - 2.70 9
0.70 - 0.80 1 2.70 - 2.80 10
0.80 - 0.90 2 2.80 - 2.90 9
0.90 - 1.00 1 2.90 - 3.00 10
1.00 - 1.10 2 3.00 - 3.10 10
1.10 - 1.20 2 3.10 - 3.20 11
1.20 - 1.30 3 3.20 - 3.30 11
1,30 - 1.40 2 3.30 - 3.40 12
1.40 - 1.50 2 3.40 - 3.50 13
1.50 - 1.60 3 3.50 - 3.60 14
1.60 - 1.70 3 3.60 - 3.70 12
1.70 - 1.80 4 3.70 - 3.80 13
1.80 - 1.90 4 3.80 - 3.90 13
1.90 - 2.00 5 3.90 - 4.00 13
Lab Number Soil Description
2718

 

 

 

 

 

 

 

NATA

<

This document is issued in accordance with
NATA's accreditation requirements. Accredited
for compliance with ISO/IEC 17025.

 

Approved Signatory

 

 

Form Number

RPO22-8

 

 

Page 27

MORRISON GEOTECHNIC PTY LTD

www morisongeo.com au

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

@ BRISBANE m@ GOLD COAST @ CABOOLTURE @ SUNSHINE COAST
Unit 1/35 Limestone Street Unit 5/36 Lawrence Drive Unit 3/42 Aerodrome Road Unit 4/81 Wises Road
bok on ate eae iy ; Caboolture Qid 4510 Maroochydore Qld 4551
P: O07 3278 0900 P: OF 5596 1599 P: O7 S499 0755 P: O7 5443 9522 MORRISON
F: 07 3279 0955 F: 07 5527 2027 F: 07 5428 2498 F: 07 5479 1633 GEOTECHNIC
brisbanelab@ goldcoastlab@ caboolturelab@ maroochydorelab@ ABN 51 009 878 899
morrisongeo.com au morrisongeo.com .au morrisongeo.com.au morrisonges.com.au RPEUQ 2241
Dynamic Cone Penetrometer Report
Client: ADRIAN SLINGER Report Number: ME09/068 - 2
Client Address: 42 BAYVIEW STREET LITTLE COVE, NOOSA HEADS QLD 4567 Report Date: 28/09/2009
Job Number: ME09/068 Order Number:
Project: PROPOSED RESIDENCE Test Method: AS1289.6.3.2
Location 71 SEAVIEW TERRACE , SUNSHINE BEACH Page 1 of 1
Lab No: 2719
ID No: 11
Lot No: a
Item No : o
Date Sampled : 25/09/2009
Date Tested : 25/09/2009
Material Source : INSITU
For Use As : FOUNDATION
Sample Location : DCP 11
E 511360 +/- 4m
N 7080469 +/-4m.
RL30.2
Depth Blows Depth Blows Depth Blows Depth Blows
0.00 - 0.10 0 2.00 - 2.10 3 4.00 - 4.10 EI
0,10 - 0,20 i 2.10 - 2.20 5 4.10 - 4,20 7
0.20 - 0.30 a 2.20 - 2.30 4 4.20 - 4.30 9
0.30 - 0.40 2 2.30 - 2.40 5 4.30 - 4.40 9
0.40 - 0.50 2 2.40 - 2.50 5 4.40 - 4.50 9
0.50 - 0.60 1 2.50 - 2.60 6
0.60 - 0.70 1 2.60 ~ 2.70 5
0.70 - 0.80 Oo 2.70 ~ 2.80 6
0.80 - 0.90 1 2.80 - 2.90 7
0.90 - 1.00 1 2.90 - 3.00 5
1,00 - 1.10 1 3.00 ~ 3.10 6
1.10 - 1.20 2 3.10 - 3.20 4
1.20 - 1.30 2 3.20 - 3.30 6
1.30 - 1.40 2 3.30 - 3.40 s
1.40 - 1.50 3 3.40 - 3.50 4
1,50 - 1.60 2 3.50 - 3.60 4
1.60 - 1.70 2 3.60 - 3.70 5
1.70 - 1,80 3 3.70 - 3.80 5
1.80 - 1.90 4 3.80 - 3.90 Z
1.90 - 2.00 4 3.90 - 4.00 6
Lab Number Soil Description
2719

 

 

 

 

 

 

 

a
NATA
Ww

This document is issued in accordance with
NATA's accreditation requirements. Accredited
for compliance with ISO/IEC 17025.

 

Approved Signatory

GINA FLETT

NATA A lo:1169 Maroochydore

 

Form Number

RPO22-8