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Attachment B Geotechnical report
Attached to the e-mail MCU14/0084 Attachment B (3) Geotechnical Report Email 3 of 4.
Mr Markus Hasler
Geotechnical Study
Proposed Residential Construction
71 Seaview Terrace
Sunshine Beach
Job: DE14/231 Date: October 2014
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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 Qld 4076 Nerang Qld 4211 Caboolture Qld 4510 Maroochydore Qld 4558
PO Box 3063 PO Box 2011
Darra Qld 4076 Nerang Qld 4211
P: 07 3279 0900 P: 07 5596 1599 P: 07 5499 0755 P: 07 5443 9522
F: 07 3279 0955 F: 07 5527 2027 F: 07 5428 2498 F: 07 5479 1633
[email protected] [email protected] [email protected] [email protected] ABN 51 009 878 899
www.morrisongeo.com.au RPEUQ 2241
Darra Ofice
Email: [email protected]
Job No: DE14/231(refer ME09/068
Ref: 19195b/sc
Author: D Riley
th
14 October 2014
Mr Markus Hasler
c/- Noel Robinson Architects Pty Ltd
GPO Box 353
BRISBANE QLD 4001
Attention: Mr Philliip Lord email: [email protected]
[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 comprises two and three living levels at RL48.7m, RL45.0m and RL40.8m. An
outdoor pool will be located at about RL40.0m, downslope and to the east of the living areas.
The development will be benched into the natural slope by cutting with some minor filling.
The investigation aim is to assess 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:-
Stability of cut banks and retaining wall design parameters
Groundwater depths
Load bearing ability of soils
General earthworks recommendations
Footings – shallow foundations or piling support
st th
Drilling and sampling on the site proceeded through 21 to 25 September 2009 as part of an
investigation for the previous owner and this development plan.
Reference has been made to a previous soil test, slope stability and footing report conducted
th
by SCG Consulting Engineers. Their report dated 24 March 2009 [ref No. 19064(S)] refers.
Page 3
2
Job No. DE14/231
2.0 THE INVESTIGATION
2.1 Method
A track mounted drilling rig was used to drill two boreholes at the top of the slopefrom about
RL50.0m (AHD) where large rig access was available. Both boreholes were advanced deep
enough to intersect the basement geology (residual clay and sandstone). Sampling as
1
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 advance 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.
2
Further downslope of the old swimming pool site two 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 is suspected that this geology also
represents the residual basement under the now existing high sand dunes along the coastal
fringe. This basement was intersected in boreholes BH1 & BH2 and also in test pit TP2.
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 19195B – Markus Hasler MORRISON GEOTECHNIC
71 Seaview Terrace Sunshine Beach
Page 4
3
Job No. DE14/231
2.4.2 Teewah Sands
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 as hard sandy clay.
It appears that the low penetration resistance obtained from the SPT dynamic probe tests
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 2.5 - -
DP8 41.4 1.7 - -
DP9 43.3 2.3 - -
TP1 41.0 - - -
TP2 42.0 - - -
3.0 GEOTECHNICAL CONSIDERATIONS
3.1 Excavations
All materials found on this site within the proposed excavation depths will be rippable with
medium sized plant to form the building platforms for the living levels with a cut depths of 5m
to 6 metres.
The natural slope at about 20 to 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.
Ref 19195B – Markus Hasler MORRISON GEOTECHNIC
71 Seaview Terrace Sunshine Beach
Page 5
4
Job No. DE14/231
3.2 Retaining the Cuts
The cuts can be retained either as:-
1. If space permits, batter in sand at 30 degrees which would preferably be wet down
and covered with shotcrete if a steeper cut (say 40) was required.
2. A thin steel sheet pile vertical wall anchored into the slope, or
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 5m.
3
Loose Dune Sand Density 17kN/m
Ka 0.31 Temporary
Ko 0.50 Permanent
Kp 5.0 On benches
3
Medium Dense Dune Sand Density 18kN/m
Ka 0.27 Temporary
Ko 0.43 Permanent
Kp 7.5 On benches
Since the ground above the cuts is level for all practical purposes, and since the swimming
pool beyond the west extremity will be on drilled piles, surcharge loadings on the retaining
walls will be small and a minimum allowance of 10kPa applies.
3.3 Building Support
3.3.1 Shallow Footings
Isolated high level strip and pad footings are not recommended for this site.
3.3.2 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.
Drilled piles founding within the medium dense sands at the minimum depth of 15m can be
designed for an allowable end bearing pressure of 1000 kPa and an allowable shaft adhesion
value of 25 kPa below a depth of 2m. If weathered sandstone is intersected the allowable
base resistance increases to 1250 kPa.
Ref 19195B – Markus Hasler MORRISON GEOTECHNIC
71 Seaview Terrace Sunshine Beach
Page 6
5
Job No. DE14/231
For the swimming pool where settlements of less than 5mm are desirable, the allowable end
bearing pressures should be restricted to 750 kPa and 1000 kPa in medium dense sand and
sandstone rock, respectively. Allowable shaft adhesion in the sands should be reduced to 15
kPa.
3.3.3 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 1000
kPa.
Ultimate tension or pull out resistance is the mass of a 30 degree tapered cone of sand above
3
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 of 1.2 to1.6 and below
the house site with trees remaining of 1.4 to 1.7. 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 shallow 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.
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.
Ref 19195B – Markus Hasler MORRISON GEOTECHNIC
71 Seaview Terrace Sunshine Beach
Page 7
6
Job No. DE14/231
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,
M D RILEY (RPEQ 5641)
for and on behalf of
MORRISON GEOTECHNIC PTY LIMITED
Encl. Appendix A – Site Plan
Appendix B – Test Results
Ref 19195B – Markus Hasler MORRISON GEOTECHNIC
71 Seaview Terrace Sunshine Beach
Page 8
APPENDIX A SITE PLAN
Page 9
TEST LOCATIONS (Locations sourced using GoogleEarth.com)
Mc
An
ally
Dr i
DP6
ve
TP2
DP4
TP1
DP7
DP9 DP11
BH2
DP8
DP10
DP3
BH1
DP5
LEGEND Map Description : BORE HOLE TEST LOCATIONS - (Approximate Only)
MORRISON GEOTECHNIC PTY LTD Bore Hole Test Location
Client : M. HASLER
ABN: 51 009 878 899 Dynamic Probe Test Location
Engineers: D.Riley, J. Daly Project : REPORT REVIEW OF GEOTECHNICAL INVESTIGATION - ME09/068
D.Dragun, & S.Wynne DCP Test Location 71 Seaview Terrace, Sunshine Beach
Unit 1/35 Limestone Street, Darra 4076 Ph: 3279 0900 Geologists: L.Bexley & R.Howchin
Email: [email protected] Fax: 3279 0955 Laboratory: M.Morrison
Test Pit Test Location
Project No : DE14/231 Drawing No: DE14/231 - 01 Scale : Not to Scale
Page 10
PRELIMINARY e 1: 250@A3 23.05.2014 81.269.B13 SK03.02 _ REV. P1 | LEVEL 2 FLOOR PLAN | 71 SEAVIEW TERRACE, SUNSHINE BEACH a © Cop Noe Robison rites hy Ut Onn
Page 11
APPENDIX B BOREHOLE RESULTS TEST PIT RESULTS DYNAMIC PROBE RESULTS DCP RESULTS
Page 12
Morrison Geotechnic Pty Lid 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: 1 of 3 GEOTECHNIC Job Number: ME09/068 . , Hydra Bower Scout C80R Track Easting: 511300+5m Drilling Rig: machine Client: Adrian Slinger Northing: — 7080459.00 Driller: Drillsure Project: <a a 4 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 3 8| 2 i = g| § & 3B 2 2 2 oS £lg>| 3% 2/5 Hole Depth} © a | 3 313 ee] 5 Test & g RL (m) 8 5 |e Description 2/2/é 8 8 Depth | Tests] Sample/Result SP ‘SAND: M L ry Surface grass & roots stripped, prepared platform. | Loose, fine to medium grained with low plasticity silt Pa a] fines, trace of coarse grained gravel, mottled gray & rl o LJ pale brown, moist. (Surface grass & roots strippd, 1] 2 prepared platform) oO P| LJ & 49.0 1.0 4 = l= H- L x n LSPT }-3,3,3 N=6 H s | 1.45 | : | te ‘SAND: T l S + Loose, fine to medium grained, pale grey/white, moist | 8 48.0 2.0 = lL. H- pe hes] | 2.5 | LSPT 13,33 N=6 | 28 4 47.0 3.0 SAND: - 2.95 ‘a rr As above, thin lense of fine to medium grained angular - l gravel [| 4.0 | b= ae -— 4 4 pf SAND: M MD r ‘as above but medium dense +] i LSPT }-5,8,10 N=18 | 450 || 5.0 L| © I LL 4.45 i ° “ a | 5.2 ‘ L + Vis “A SM Silty SAND: M MD oO +4 Vs sd Medium dense, fine to medium grained , low plasticity 14 = AeA silt fines, dark brown mottled brown & black, moist 5.5 rt Vie“ grades to dense by 7.0m r i eZ LSPT }7,9,13 N=22 | 44.0 6.0 A vy a rl heed BRP TI LU VA A L| VAeA UW 7 A AAA LI VA Z4 | ie “4 rl Af. 14 43.0 7.0 Ves le a ey 7 4 V4 4A H iAZA LSPT + 13,20,25N=45 9 Uy Lee Vis 7 r} L AAGo 7.45 L AeA UW VA 7, LI} v 8.0 64 ll. Comments: / Authorised by: .. Dat cp sessnet dor Mees Water Weathering Consistency Density Rock Strength Tests & Results RS Residual VS Verysoft VL Veryloose ELS Extremely USO Undisturbed 50mm diam tube Water level soil S Soft L Loose low D _ Disturbed sample. ——ondateshown 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 VS 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 13
Morrison Geotechnic Pty Lid Engineering Log - Borehole ae 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 pa . . Hytira Bower Scout C80R Track i ‘ 7 Fasting’) o11800 ori Drilling Rig! Machine Client: Adrian Slinger Northing: —7080459.00 Driller: Drilisure pralaeiG sali : p AGech RL: 50.00 kognediBy:. Mi iRubintc 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 3 § 8 Bl 4 3 5 | 2/3 2 ga| § 5 Elo | a] 2 2 £ $la2 3 2|5 Hole Depth} 2 & 3 4 a 2 2 ec Test &|2] Rb (m) 8 616 Description 2) 2/82) 8 Depth | Tests] Sample/Result be a SM Silty SAND: M MD + Vee Medium dense, fine to medium grained, low plasticity '-| As, silt fines, dark brown mottled brown & black, moist, r 85 VAL, grades to dense by 7.0m 85 r || ‘ PP SP © NY M MD LL] esd SIKy'GAND: . SPT |-9,16,17 N=33 Hi ss, As above, but brown with dark brown mottling 41.0 9.0 AAA bas Le boo4 8.95 4 L| AZ || eZ LI VAs | ae HU eZ LH 4.741 10.0 Ada L) .0.9 ov Lee SAND: ™ |v 10 4 Very dense, fine to medium grained, trace of sit fines, ‘I L SPT 120,30 for 140 | brown, moist 7 4 10.45 390 |] 11.0 L} | 11.5 | © | } LSPT | 12,20,30for125 |] 8 38.0 12.0 11.9.5 & ol K- | a & -| 12.2 L} Ss ‘SAND: Mw D rh Dense, fine to medium grained with silt & clay fines, | mottled pale grey, yellow, yellow brown, orange, brown, ry moist, Clay fines increasing with depth r| |. 13.0 | 370 [| 13 + 1 LSPT |-10,14,17 N=31 H i 13.45 | 36,0 14.0, i if a ‘Sandy CLAY/Glayey SAND: ™ Vst TI - 3 Very stiff, high plasticity, fine to medium grained sand, |_| 8 mottled pale grey, pale brown, yellow brown, orange rl o brawn & red, moist ry 145 LSPT |-4,8,9 N=17 2.9 eee th 15a Silty CLAY: M vst 14,95 ae Very stiff, high plasticity with fine to medium grained F] sand, pale grey, pale brown, yellow brown & red, moist. ry || Occasional sandy clay/clayey sand lenses || [| 16.0 ll Comments: Authorised by: DEG? iiss cai ss sccvent Water Weathering Consistency Density Rock Strength Tests & Results RS Residual © VS Verysoft VL Veryloose ELS Extremely USO Undisturbed SOmm 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 4 weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm. 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 sy sightly A 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 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.: BH1
Page: 3 of 3
GEOTECHNIC
ibaetbaver tsa cost Job Number: ME09/068
Easting: 511300 45m Drilling Rig: Track Machine Client: Adrian Slinger
Northing: 7080459.00 Driller: Drillsure Project: " 7 Z :
RL: 50.00 Logged By: M Rubinic 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
a e| 2
ms § 0 a
3 £ = | oa £ 88! &
3 2 a | 2 fle ls:
s/, &§ | 21s ae! 3
2/5 Hole Depth} © & 3 #]ea) & Test
& gs RL (m) 8 sles Description 2/é3l| 8 Depth | Tests Sample/Result
; 16 3
YW cl Silty CLAY: xw TM vst
H AAs above but SPT sample showing extremely SPT }-5,9,10 N=19 H
weathered rock structure (XW sandstone)
rt Y 16.41 r
| 16.8 LW, L|
33,0 17.0 SST | SANDSTONE: xw TM Vs
—_ ao Extramely weathered rock, very low strength, orangie “4
brown, red brown & pale grey (silty sandy clay),
rI plasticity decreasing with depth, ry
| 478 |
| LsPT [4,611 N=17
[82.0 LL 18.0 17.95 an
© a0 |] 19.0 L|
3 le LH 19 +
£ r ||
ao
iy LU L
= LspT }-7,15,21 N=36
0 |] 20.0 |
Lee LL 19.45 +
| 20.5 |
|-spT |-9,15,25 N=40
[20.0 || 21.0 20.95 i
0 || 22.0 |
[230 || 22 +
9,19,30 for |
I P SPT Pr t2omm N+ = 66
—sa
{| 22.42m: BOREHOLE 22.45 | |
l TERMINATED |
27.0 23.0
[| 24.0 |
Comments: N* = Inferred SPT 'N' Value
Authorised by: .
Date? srssscesseves
Water Weathering Consistency Density Rock Strength Tests & Results
RS Residual VS Very soft VL Very loose ELS Extremely U50 —_Undisturbed 50mm diam tube.
_Y water level soil S Soft L Loose tow 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 by 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 outflow sw slightly P 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 15
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: Ate oe :
RL: 50.15 Logged By: M Rubinic Foject: 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
z 6| »
§ 58] 3
8 gs] 2 Sa! @
3 ele|2 S| sles] 3
2/5 Hole Depth| © e | 3 e|3 22] 5 Test
al/2| a (m) 8 613 Description =| 2 /ss| 8 Depth | Tests} __Sample/Result
30.0 P ‘SAND: M VL
= +] very loose, fine to medium grained with low plasticity LY
silt fines, grey, moist
, LU
o 2 |}
D>
a A |
a 1.0 | 5
# 49.0 ;T ‘SAND: M c 77
a re | As above but loose SPT }-1,1,2N=3 +
8 H UW
ho]
— rn 1.45 L
5 r] 18 L}
Ss 2.0 ‘SAND: M &
- 43.0 [TT Loose, fine to medium grained, pale grey/white, moist. 7
j= End of day @ 2,5m.
}+-——J I] 25 I]
| SPT }-2,4,4, N=8
3.0
47.0 fT 2.95 4
| 3.8 _ L)
4.0 Ves A SM Silty SAND: M MD
i vy z Medium dense, fine to medium grained, low plasticity 4 =}
46.0 440)
bee Ves A silt fines, dark brown mottled brown & black, moist
rl VA 4" + SPT +-3,8,9N=17 ry
L 274 L
14744)
U As, ang |
Vis s'A
E VA 7'A LU
yA 5.0 VAs
8 45.0 FT 49 7
= r 4 ||
g H LU
Ss 55
| LSPT }-5,8,10N=18
6.0 44 |
44.0 [- heed 5.95 “4
a a VAeA LI}
V.A44)
L] AAA |
V4 7A
H 1,444] t+}
ALA
r] ae | FI
ue bend
43.0 fT ised 2 ma
i= 47.
L] t: 44 LSPT | 12,16,22 N-38 +
L) ied UW
LI bs oy 7.45
ViAZA
UW V4 7'A LI}
iv
8.0 Of L
Comments: X
Authorised by: ZI pecstnc
DatBt suiceiewatee
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.
——endate shown yw Extremely —F Firm MD Medium VLS_ Very low 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 pw pistincly 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
i Water outflow gw tightly F 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 16
Morrison Geotechnic Pty Ltd
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 Pisiece See ee ;
RL: 50.15 Logged By: M Rubinic roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 23.95 + 21/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
°
8 3] 2
'
3 § z & £ = 3 :
S|. s|2]¢ S| § lez] 3
=|5 Hole Depth} 2 | & | B g|23| © ‘Yael
S/S] re (m) 3 & | a Description ={isa| 8 Depth | Tests] Sample/Result
3
42.0 ‘Sandy CLAY/Clayey SAND: M Vst-
we - Very stiff to medium dense, fine to medium grained MD 1]
‘sand, high plasticity silt & clay fines, mottled pale grey,
rl yellow brown & orange brown, moist, At 8.9m trace of 85 |
L| red mottling, Weakly cemented sand noted in end of " LI
SPT from 11.9m (red/brown) L spr 1-5,7,10N=17
9.0
41.0 fT 8.95 +H
[| 10.0 |
400 fT 10 --|
ir 4 ESPT +-7,7,7 N=14 I
| 10.45: |
[| 11.0 LI
390 fT -
| 11.5 i"
© L spt 1-4,7,8N=15 |
8 12.0
s 380 fr 11.98 -|
[| 13.0 ll
fetes 13 13 =
37.0 Sandy GLAY/Glayey SAND : M VSt-
= + ‘As above, higher sand content in plasticity noted MD SPT |-6,8,10 N=18 1
| 13.45 |
14.0
360 fT me
I] 1a Silty GLAY: M Vat r
- Very stiff, high plasticity, with fine to medium grained |
sand, mottled pale grey, rod, red brown, brawn & yellow 14.5
rl brown, moist (weathered rock structure) L spr L5,10,12 N=22 rm]
15.0 3 |
36.0 [7 3 14.9 aa
U 8 ||
16.0 “a
Comments: oe
Authorised by: eA
DD BRSH sz Zecshitneanhadieadiees 8
Water Weathering Consistency Density Rock Strength Tests & Results
RS Residual VS Verysoft VL Veryloose ELS Extremely USO _Undisturbed 50mm diam tube.
AY iia fave soil S Soft L Loose low D _ Disturbed sample.
ondate shown xy 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 Verystiif D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa.
Pp
weathered H Hard VD Vervdense HS High S Vane shear value kPa
A Water outflow sw sightly e VHS Veryhigh DC — Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 de,
Moisture a
weathered eae 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
Engineering Log - Borehole Borehole No.: BH2 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 Page: 3 of 3 GEOTECHNIC N 2 ui = 0: : s Hydra Bower Scout C60R Job Number: MEos/068 Easting: 5112936m Drilling Rig: Track Machine Client: Adrian Slinger Northing: 708072.00 Driller: Drillsure Bice eae : Ris Rite Logged'Byi \MRabinie 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 i 5 y § ae 8 z a |2l¢ 2]. (23) = si. § 21s £/ 5/32] 3 Se Hole Depth = & 3 a 2 £ g e Test 5 gs RL (m) 3 6138 Description 2/2 /84| 8 Depth | Tests} Sample/Result z 34.0 1614 = CH Silty CLAY: M vst = + g Very stiff, high plasticity, with fine to medium grained SPT }-4,10,13 N=23 r 3 sand, mottled pale grey, red, red brown, brown & yellow ry a brown, moist (weathered rock structure) 16.45' r] r| SST | "SANDSTONE: PM ELS | rl Extremely weathered rock, very low strength, mottled im 17.0 pale grey, red, red brown & yellow brown (sandy clay of 32.0 fT low to medium plasticity) 7 | 178 | LSPT 15,8,8N=16 aa 17.95 me [| 19.0 | 31.0 PF 19 - ie H L SPT + 6,10,14 N=24 +] I] 19.45 r| 8 H i o 30.0 fT me | 20.5 | L LSPT }-6,14,16 N=30 21.0 20.95 200 [TP || 22.0 | 2a0 fr 22 + H LSPT }-9,11,20N=31 Hy 22.45 | | 23.0 (| 27.0 [T- a r 23.95m; BOREHOLE r r| TERMINATED LI LSPT }-8,14,23 N=37 24Dbe Commenis: Authorised by: 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. ——ondate shown yw 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 py pistinctly vst Very stiff D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa. weathered H Hard VD Vervdense HS High Ss Vane shear value kPa Water outflow sw gightly : 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 18
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 C6OR Track < es y Easting: — §11308.00 rilling Rig? ies chine Client: Adrian Slinger Northing: — 7080482.00 Driller: Drillsure piiset ° aoe , 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 6 2 § re| # 2 2 g slilg £). 18%] = . 2 2 & fe ige2| % 2/5 Hole Depth} S &| 3 g| 2 |e? é Test &|2] Rk (m) 8 als Description 212 /8&sl 8 Depth | Tests] Sample/Result sin Ze cl Silty Clayey SAND: M i) Very dense, yellow with red staining, start about 1m Y below 1 metre cut batter 40.0 1.0 Y - Ys 1.10m: TEST PIT | TERMINATED L| 39.0 2.0 3.0 Ps Comments: Authorised by: ..27% Date: Water Weathering Consistency Density Rock Strength Tests & Results Residual VS Very soft VL Very loose ELS Extremely USO —_Undisturbed 50mm diam tube. Water level soil S Soft L Loose low D _ Disturbed sample. ~~ ondate shown xw 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 yyy 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 outfow gy siightiy h 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 19
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 eee he 3% 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 ® 8 8] 2 5 ee| 3 3 s | F| 8 2 gal & gs], a: 2/8 |22| 3 = |\% Hole Depth} © | 3 g| 3 ge] © Test Si=] oat (m) 8 5616 Desoription =| 2/83) $8 Depth | Tests Sample/Result SST SANDSTONE: XLS M o Extremely low strength sandstone on track, grey & red 2 mottled (hard sandy clay) @ H & 6S D g LI! vo E So oO 4 2 0.70m: TEST PIT r TERMINATED 41.0 1.0 40.0 2.0 39.0 3.0 Comments: Authorised by: Dates scisssacoosasacattien rakes Water Weathering Consistency Density Rock Strength Tests & Results RS Residual © VS Verysoft VL Veryloose ELS Extremely USO Undisturbed 50mm diam tube. Water level soil S Soft L Loose low D Disturbed sample. ——ondate shown yw Extremely oF 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 pistinaly 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 gw slightly é 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 20
me 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 GOLD COAST PO Box 2011 Nerang Qld 4211 P: 07 5596 1599 F: 07 5527 2027 Unit 5 / 36 Lawrence Drive [email protected] m CABOOLTURE Unit 3 / 42 Aerodrome Road Caboolture Qld 4510 P: 07 5499 0755 F: 07 5428 2498 [email protected] m 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: 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 Not No. 71 Date Tested : 21st Sept 2009 Dynamic Probe ID: DP3 Locution East 511313 45m 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 x 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 1 2.20-2.30 4 4.20-4.30 5 6,20-6.30 10 0.30-0.40 ii 2.30-2.40 4 4.30-4.40 5 6.30-6.40 10 0.40-0.50 1 2.40-2.50 4 4.40-4,50 5 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 2 2.60-2,70 iS 4.60-4.70 6 6.60-6.70 13 0.70-0.80 1 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 Z 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 a 3,20-3,30 5 5.20-5.30 s 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 3 3.90-4.00 5 5,90-6.00 14 7.90-8.00 Standing Water level: Comments: Soil caves in at 9.6m. Authorized By: “A Date: D+F. &7 NATA TECHNICAL Conperenos MEMBER
Page 21
MORRISON GEOTECHNIC 0 www.morrisongeo.com.au PTY LTD Lipase m BRISBANE m GOLD COAST m CABOOLTURE @ SUNSHINE COAST Unit 1/35 Limestone Street Unit 5 / 36 Lawrence Drive Unit 3 /42 Aerodrome Road Unit 4/81 Wises Road PO Box 3063 PO Box 2011 Caboolture Qld 4510 Maroochydore Qld 4558 Darra Qld 4076 Nerang Qld 4211 P: 07 3279 0900 P: 07 5596 1599 P: 07 5499 0755 P: 07 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 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 iEoeation 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 1 2.10-2.20 13 4,10-4.20 12 6.10-6,20 41 0.20-0.30 1 2.20-2.30 10 4.20-4.30 11 6.20-6.30 10 0.30-0.40 1 2.30-2.40 7 4,30-4.40 10 6.30-6.40 11 0.40-0.50 2 2.40-2.50 ‘az: 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 3 2.80-2.90 10 4.80-4.90 i. 6.80-6.90 0.90-1.00 11 2.90-3,00 41 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 11 3.20-3.30. 13) 5,20-5.30 a 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 11. 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: Zo Authorized By: Date: fo -P.0F
Page 22
mw 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 @ 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 a 4.00-4.10 5 6,00-6.10 10 0.10-0,20 1 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 3 4.30-4.40 5 6.30-6.40 16 0.40-0.50 2 2.40-2.50 5 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 I 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 rd 6.90-7.00 1.00-1.10 2 3,00-3.10 5 5,00-5.10 vd 7.00-7.10 1.10-1,20 2 3.10-3.20 4 5.10-5.20 7 7.10-7.20 1,20-1.30 2 3.20-3.30 5 5.20-5.30 7 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: CZ , Date: So <f. G NATA ssorepitkn Fon TECHNICAL COMPETENICE 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 & 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] @ 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 Job Number: ME09/068 Project: Proposed Residence Test Date: Test Method: Testing Rig: 21st Sept 2009 Dynamic Probing Dando Terrier Location: Seaview Terrace, Sunshine Beach Logged By: M.Rubinic Lot No: No. 71 Date Tested : 21st Sept 2009 Dynamic Probe ID: DP6 Laaatien 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 a 2.40-2,50 4.40-4,50 6.40-6.50 0.50-0.60 7 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 1 3.00-3.10 5.00-5.10 7.00-7.10 1,10-1,20 1 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: FO» R-O9 NATA TECHNICAL couperence MEMBER
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@ 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 Job Number: ME09/068 Project: Proposed Residence Test Date: Test Method: Testing Rig: 21st Sept 2009 Dynamic Probing Dando Terrier Location: Seaview Terrace, Sunshine Beach Logged By: M.Rubinic Lot No: No. 71 Date Tested : 2ist Sept 2009 Dynamic Probe ID: DP7 Lokation 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 8 4.00-4.10 6 6.00-6.10 5 0.10-0.20 4 2.10-2.20 3 4.10-4.20 7 6.10-6.20 5 0,20-0,30 iy 2.20-2.30 4 4.20-4.30 5 6.20-6.30 a 0.30-0.40 a 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 Z 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 3 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 aL 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 oS 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: Lh Authorized By: AA Date: BOF, nig NATA feonniont Tanmans moarmau COMPETENCE MEMSER
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MORRISON GEOTECHNIC PTY LTD www. morrisongeo.com.au m 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] gw 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 Job Number: ME09/068 Project: Proposed Residence Test Date: Test Method: Testing Rig: 21st Sept 2009 Dynamic Probing 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 3 4.00-4.10 7 6.00-6.10 az 0.10-0.20 1 2.10-2.20 5 4,10-4.20 8 6.10-6.20 8 0.20-0.30 a 2,20-2.30 5 4.20-4.30 8 6.20-6.30 8 0.30-0.40 1 2,30-2.40 5) 4.30-4.40 7 6.30-6.40 a 0.40-0.50 1 2.40-2.50 5) 4.40-4.50 8 6.40-6,50 7 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 9 6,60-6.70 41 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 9. 1,00-1,10 2 3,00-3.10 z 5.00-5.10 4 7.00-7.10 Zz 1,10-1.20 3 3.10-3,20 7 §,10-5,.20 4 7.10-7.20 z 1,20-1.30 (c) 3.20-3.30 ie 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 12. 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 Zz 5.90-6.00 6 7.90-8.00 Standing Water level: Comments: Za. Authorized By: Date: NATA ‘TECHNICAL = COMPETENCE MEMBER
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www.morrisongeo.com.au mw CABOOLTURE @ SUNSHINE COAST Unit 3/42 Aerodrome Road Unit 4/81 Wises Road MORRISON GEOTECHNIC PTY LTD ete sel Caboolture Qld 4510 P: 07 5499 0755 F: 07 5428 2498 caboolturelab@ @ BRISBANE m 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 morrisongeo.com.au 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: 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 Leeaean 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 3 4.00-4.10 12 6.00-6.10 13 0.10-0.20 1 2.10-2.20 3 4.10-4,20 9 6,10-6,20 0.20-0.30 1 2.20-2.30 4 4.20-4.30 8 6,20-6.30 0.30-0.40 a 2.30-2.40 4 4.30-4.40 3 6,30-6.40 0.40-0.50 2 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 z 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 8 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 7 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 43) 5.70-5.80 11 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 ZL. Authorized By: we Date: Fo A @ G re / NATA ‘TECHNICAL — COMPETENCE Mane
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MORRISON GEOTECHNIC PTY LTD eee www morrisongeo.com au = BRISBANE @ GOLD COAST @ CABOOLTURE @ SUNSHINE COAST Unit 1/36 Limestone Street Unit5/36 Lawrence Drive Unit 3/42 Aerodrome Roacl Unit 4/81 Wises Road PO Box 3063 PO Bax 2011 Caboolture Qld 4510 Maroochydore Qld 455 Darra Qld 4076 Nerang Qld 4211 P: 07 3278 0800 P: O7 5596 1585 P: OT 5499 0755 P: OT 5443 9522 MORRISON F: 07 3279 0956 F: 07 5527 2027 F: 07 8428 2498 F: O7 8479 1633 GEOTECHNIC brisbanelan@ goldcoastlang caboolturelab@ maroochydorelan@ ABN 61 009 878 899 morrisongeo.com au morrisongeo.corn .au morrisongeo.com.au morrisongeo.com.au RPEUQ 2241 Dynamic Cone Penetrometer Report Client: ADRIAN SLINGER Report Number: ME09/068 - 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: a Item No: 2. 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 oO 2.00 - 2.10 7 4.00 - 4.10 12 0.10 - 0.20 1 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 9 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 i 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 ma Approved Signatory Form Number NATA This document is issued in accordance with VW NATA's accreditation requirements, Accredited RP022-8 for compliance with ISO/IEC 17025. wort recoonuseD
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MORRISON GEOTECHNIC PTY LTD www morisongeo.com au @ BRISBANE @ GOLD COAST @ CABOOLTURE @ SUNSHINE COAST Unit 1/35 Limestone Street Unit / 36 Lawrence Drive Unit 3/42 Aerodrome Road Unit 4/81 Wises Road Cee Dare cee as ? Caboolture Qid 4510 Maroochydore Qld 455i P: O07 3278 03800 P: OF 5596 1599 P: OT 5499 0755 P: OF 5443 9522 MORRISON F: 07 3279 0955 F: 07 5527 2027 F: O7 5428 2498 F: 07 5479 1633 GEOTECHNIC brisbanelab@ goldcoastlab@ caboolturelah@ 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: = Item No : = 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 8 0,10 - 0.20 1 2.10 - 2.20 5. 4.10 - 4,20 z 0.20 - 0.30 1 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 2. 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 5 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 7 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