Water and Rivers Commission (WRC) 2000, Water Fact 14: Floodplain Management, Perth.
Water and Rivers Commission (WRC) 2001a, River Restoration: Determining Foreshore Reserves. Report No. RR16, East Perth.
Water and Rivers Commission (WRC) 2001b, Water Note 23: Determining Foreshore Reserves, East Perth.
Figure 1: Site Location
Figure 2: Topographic Contours and Maximum Groundwater Level Contours Figure 3: Geological Mapping
Figure 4: Acid Sulfate Soil Risk Mapping
Figure 5: Public Drinking Water Source Area and Production Bores Figure 6: Existing Private Groundwater Licences
Figure 7: Surface Water Features and Pre-development Peak Flow Rates Figure 8: Wetland Mapping
Figure 9: Stormwater Management Plan
Figure 10: Innundation Mapping – Small Rainfall Event Figure 11: Innundation Mapping – Minor Rainfall Event Figure 12: Innundation Mapping – Major Rainfall Event
Figures
Cob Road AsturianDrive
Bildersee Avenue
Losino B oulevard
Martingale Avenue And
rea D rive
Henley Brook Avenu
Georgeff Street Henley Street West
Sandown Circle
Saunders Street John Street
Robert Street
Brooklands Drive
Henley Street
LordStre
et
Park Street Pine Street
402000 403000 404000 405000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary
±
Scale: 1:15,000@A40 200 400 600
Metres Local Water Management Strategy
Site Location Figure 1:
Project:
Plan Number:
EP18-098(05)--F17b Drawn:
Date:
Checked:
KNM 18/07/2019 ASC
Site Location
&
(
&
(
&
(
&
& ( (
&
(
&
(
&
(
&
(
Cob Road AsturianDrive
Bildersee Avenue
Losino B oulevard
Martingale Avenue And
rea D rive
Henley Brook Aven
GeorgeffStreet Henley Street West
Sandown Circle
Saunders Street John Street
Robert Street
Brooklands Drive
Henley Street
LordStre
et
Park Street Pine Street
20
5045
40
50 45
40 35
35 40 35
50
45 50
45
40
40
35
35
35 35 30
50
50
40
40 40 40
40
40
35
35
35 35
40
40
40 40
35
30 30
35
36 34
32 37
33
31 38
35
37
33
31 34
32
30 36
MW0430.7 MW0334.44
MW0534.59
MW0632.91
MW0730.643 MW0235.25
61610563
61611024
61611025
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary Topographic contour (mAHD)
Maximum groundwater level contour (m AHD) Average annual maximum groundwater level contour (m AHD)(RPS 2019)
&
( Groundwater monitoring bore and measured maximum groundwater level (m AHD)
&
( DWER monitoring bore
±
Scale: 1:15,000@A40 200 400 600
Metres Local Water Management Strategy
Topographic and Groundwater Level Contours Figure 2:
Project:
Plan Number:
EP18-098(05)--F18b Drawn:
Date:
Checked:
KNM 18/07/2019 ASC
&
(
&
(
&
(
&
& ( (
&
( &(
&
(
&
(
&
(
&
& ( (
&
(
&
(
&
(
&
(
&
(
&
(
&
(
&
(
E D
E D
E D
E D
E D E D
E D
E D
E D
E D
E D
E D
E D
E D E D
E D E D
E D
E D
&
,
&
, &,
&
,
&
,
&
,
&
,
&
,
Cob Road AsturianDrive
Bildersee Avenue
Losino B oulevard
Martingale Avenue And
rea D rive
Henley Brook Aven
GeorgeffStreet Henley Street West
Sandown Circle
Saunders Street John Street
Robert Street
Brooklands Drive
Henley Street
LordStre
et
Park Street Pine Street
S10
Cps
Mgs1
Cps
Cps
S8 S8
S10
S10
Mgs1 Mgs1 S10
S10
TP01 TP03
TP04 TP05
TP06 TP07
TP08
TP09
TP10 TP11
TP12
TP13 TP14 TP15 TP16
TP17 TP18
TP19
TP20 HA01
HA02
HA03
HA04
HA05
HA06
HA07
HA08
ALB2 ALB1 BH1
BH2
BH3 HA01 HA02
HA03
HA04 HA05 HA07 HA06
HA08
HA09 HA10
HA11 HA12
HA13 HA14
HA15
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary
&
( Borehole (JDSi 2018)
&
, Borehole (Galt Geotechnics 2019) E
D Test pit (Galt Geotechnics 2019) Groundwater monitoring bores
&
( Parsons Brinckerhoff
&
( Water and Rivers Commission Geology
Cps Peaty clay - dark grey and black with variable sand content of lacustrine origin.
Mgs1 Pebbly silt - strong brown silt with common, fine to occasionally coarse-grained, sub- rounded laterite quartz, heavily weathered granite pebble, some fine to medium-grained quartz sand, of alluvial origin.
S8 Sand - very light grey at surface, yellow at depth, fine to medium-grained, sub-rounded quartz, moderately well sorted of eolian origin.
S10 Sand - as S8.
±
Scale: 1:15,000@A40 200 400 600
Metres Local Water Management Strategy
Geological Mapping Figure 3:
Project:
Plan Number:
EP18-098(05)--F19c Drawn:
Date:
Checked:
GAR 05/01/2020 ASC
Cob Road AsturianDrive
Bildersee Avenue
Losino B oulevard
Martingale Avenue And
rea D rive
Henley Brook Aven
GeorgeffStreet Henley Street West
Sandown Circle
Saunders Street John Street
Robert Street
Brooklands Drive
Henley Street
LordStre
et
Park Street Pine Street
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary Acid Sulfate Soils
High to moderate risk Moderate to low risk
±
Scale: 1:15,000@A40 200 400 600
Metres Local Water Management Strategy
Acid Sulfate Soil Risk Mapping Figure 4:
Project:
Plan Number:
EP18-098(05)--F20b Drawn:
Date:
Checked:
KNM 18/07/2019 ASC
&
<
&
<
Cob Road AsturianDrive
Bildersee Avenue
Losino B oulevard
Martingale Avenue And
rea D rive
Henley Brook Aven
GeorgeffStreet Henley Street West
Sandown Circle
Saunders Street John Street
Robert Street
Brooklands Drive
Henley Street
LordStre
et
Park Street Pine Street
L320
M282; M285
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary
Wellhead protection zone (DWER 2020)
&
< Production bore (DWER 2020) Public Drinking Water Source Area (DWER 2020)
@ @ @ @
@ @ @Priority 1@
@ @ @ @
@ @ @Priority 2@
@ @ @ @
@ @ @Priority 3@
±
Scale: 1:15,000@A40 200 400 600
Metres Local Water Management Strategy
Public Drinking Water Source Area and Production Bores Figure 5:
Project:
Plan Number:
EP18-098(05)--F21c Drawn:
Date:
Checked:
GAR 05/01/2020 ASC
Cob Road AsturianDrive
Bildersee Avenue
Losino B oulevard
Martingale Avenue And
rea D rive
Henley Brook Aven
GeorgeffStreet Henley Street West
Sandown Circle
Saunders Street John Street
Robert Street
Brooklands Drive
Henley Street
LordStre
et Park Street
Pine Street
Henley Brook Groundwater Subarea
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary Groundwater licence holder (DWER 2020b) Groundwater subarea (DoW 2015)
±
Scale: 1:15,000@A40 200 400 600
Metres Local Water Management Strategy
Existing Private Groundwater Licences Figure 6:
Project:
Plan Number:
EP18-098(05)--F22c Drawn:
Date:
Checked:
GAR 06/05/2020 ASC
?
? Lot No.:GWL No.: 9388460
Volume: 8500 kL
Valid: 17/08/11 to 17/08/21
Lot No.: 99
GWL No.: 178436
Volume: 9045 kL
Valid: 03/06/14 to 03/06/24
?
?
?
?
?
?? ?
Lot No.: 125
GWL No.: 175679
Volume: 12755 kL
Valid: 03/07/12 to 03/07/22
Lot No.: 144
GWL No.: 157263
Volume: 10500 kL
Valid: 07/09/17 to 06/09/27
Lot No.: 146
GWL No.: 58199
Volume: 12450 kL
Valid: 13/03/14 to 12/02/23
?
Lot No.: 112
GWL No.: 155819
Volume: 13750 kL
Valid: 06/04/16 to 05/03/26
?
?
?
Lot No.: 128
GWL No.: 154043
Volume: 11950 kL
Valid: 26/11/14 to 25/11/24
Lot No.: 163
GWL No.: 152583
Volume: 5650 kL
Valid: 20/11/06 to 27/10/26
Lot No.: 86
GWL No.: 167506
Volume: 13020 kL
Valid: 23/10/18 to 22/10/28 Valid: 26/02/20 to 21/08/22
Lot No.: 115
GWL No.: 157142
Volume: 12250 kL
Valid: 21/05/19 to 20/05/29
Lot No.: 113
GWL No.: 155616
Volume: 11750 kL
Valid: 14/04/20 to 14/04/30
Lot No.: 90
GWL No.: 160539
Volume: 12270 kL
Valid: 12/11/19 to 11/11/29
Lot No.: 106
GWL No.: 182425
Volume: 11500kL
Valid: 26/02/20 to 28/011/24
_
_
_
! .
!
! .
. !.
SaintLe
onards Creek
Cob Road AsturianDrive
Bildersee Avenue
Losino B oulevard
Martingale Avenue And
rea D rive
Henley Brook Aven
GeorgeffStreet Henley Street West
Sandown Circle
Saunders Street John Street
Robert Street
Brooklands Drive
Henley Street
LordStre
et
Park Street Pine Street
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary Drain / watercourse
! . Sump
_ Discharge location
100 year ARI floodplain (DWER 2019)
±
Scale: 1:15,000@A40 200 400 600
Metres Local Water Management Strategy
Surface Water Features and Pre-development Peak Flow Rates Figure 7:
Project:
Plan Number:
EP18-098(05)--F23c Drawn:
Date:
Checked:
GAR 06/05/2020 ASC
?
?
Eastern Discharge (St Leonards Creek) Flow Rate (m3/s)
1% AEP 1.45
20% AEP 0.73
?
Eastern Discharge (South) Flow Rate (m3/s)
1% AEP 0.48
20% AEP 0.16
Southern Discharge (Park Street) Flow Rate (m3/s)
1% AEP 1.2
20% AEP 0.38
M o r g a n F i e l d s E s t a t e M o r g a n F i e l d s E s t a t e
A v o n l e e E s t a t e A v o n l e e E s t a t e
Cob Road AsturianDrive
Bildersee Avenue
Losino B oulevard
Martingale Avenue And
rea D rive
Henley Brook Aven
GeorgeffStreet Henley Street West
Sandown Circle
Saunders Street John Street
Robert Street
Brooklands Drive
Henley Street
LordStre
et
Park Street Pine Street
15353UFI
UFI 8804 8410UFI
UFI 13758
UFI 13772 15352UFI
UFI 13396
UFI 13396 UFI 13396
UFI 13396
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary
Geomorphic wetlands (DBCA Mar 2018) Conservation
Resource Enhancement Multiple Use
±
Scale: 1:15,000@A40 200 400 600
Metres Local Water Management Strategy
Wetland Mapping Figure 8:
Project:
Plan Number:
EP18-098(05)--F24b Drawn:
Date:
Checked:
KNM 19/07/2019 ASC
Henle y Bro
ok A ven
ue
DianePlace
AsturianDrive Losino B
oulevard
Saunders Street John Street And
rea D rive
Henley Street West
S andownCircle Robert Street
Henley Street
Brooklands Drive
Lord Street
Park Street Ct 9
Ct 6
Ct 7 Ct 5
Ct 10 Ct 8
Ct 11 Ct 4
Ct 3
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary
Post-development catchment boundary (KCTT 2020) Bio-retention area
Detention area
Saint Leonards Creek living stream Structure plan
Residential Public open space
Public purpose (primary school) Public purpose (Water Corporation) Road
Other regional road
±
Scale: 1:13,000@A40 200 400
Metres Local Water Management Strategy
Stormwater Management Plan Figure 9:
Project:
Plan Number:
EP18-098(05)--F59b Drawn:
Date:
Checked:
GAR 31/07/2020 ASC
Henle y Bro
ok A ven
ue
DianePlace
AsturianDrive Losino B
oulevard
Saunders Street John Street And
rea D rive
Henley Street West
S andownCircle Robert Street
Henley Street
Brooklands Drive
Lord Street
Park Street Ct 9
Ct 6
Ct 7 Ct 5
Ct 10 Ct 8
Ct 11 Ct 4
Ct 3
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary
Post-development catchment boundary (KCTT 2020) Bio-retention area
Detention area
Saint Leonards Creek living stream Inundation area
Structure plan Residential Public open space
Public purpose (primary school) Public purpose (Water Corporation) Road
Other regional road
±
Scale: 1:13,000@A40 200 400
Metres Local Water Management Strategy
Inundation Mapping - Small Rainfall Event Figure 10:
Project:
Plan Number:
EP18-098(05)--F60b Drawn:
Date:
Checked:
GAR 31/07/2020 ASC
Henle y Bro
ok A ven
ue
DianePlace
AsturianDrive Losino B
oulevard
Saunders Street John Street And
rea D rive
Henley Street West
S andownCircle Robert Street
Henley Street
Brooklands Drive
Lord Street
Park Street Ct 9
Ct 6
Ct 7 Ct 5
Ct 10 Ct 8
Ct 11 Ct 4
Ct 3
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary
Post-development catchment boundary (KCTT 2020) Bio-retention area
Detention area
Saint Leonards Creek living stream Inundation area
Structure plan Residential Public open space
Public purpose (primary school) Public purpose (Water Corporation) Road
Other regional road
±
Scale: 1:13,000@A40 200 400
Metres Local Water Management Strategy
Inundation Mapping - Minor Rainfall Event Figure 11:
Project:
Plan Number:
EP18-098(05)--F61b Drawn:
Date:
Checked:
GAR 31/07/2020 ASC
Henle y Bro
ok A ven
ue
DianePlace
AsturianDrive Losino B
oulevard
Saunders Street John Street And
rea D rive
Henley Street West
S andownCircle Robert Street
Henley Street
Brooklands Drive
Lord Street
Park Street Ct 9
Ct 6
Ct 7 Ct 5
Ct 10 Ct 8
Ct 11 Ct 4
Ct 3
401000 402000 403000 404000
6480000 6480000
6481000 6481000
Site boundary Cadastral boundary
Post-development catchment boundary (KCTT 2020) Bio-retention area
Detention area
Saint Leonards Creek living stream Inundation area
Structure plan Residential Public open space
Public purpose (primary school) Public purpose (Water Corporation) Road
Other regional road
±
Scale: 1:13,000@A40 200 400
Metres Local Water Management Strategy
Inundation Mapping- Major Rainfall Event Figure 12:
Project:
Plan Number:
EP18-098(05)--F62b Drawn:
Date:
Checked:
GAR 31/07/2020 ASC
Appendix A
Structure Plan
4.0000ha
3.3477ha
Partridge Street 1.7031ha
WC
POS 4
Henley Street
Drive POS 7
0.8669ha
Henley
Drumpellier
3.9531ha Place
POS 10 POS 3
PS PS
Lord Street
Gnangara Road
Place 4.1198ha
Starflower
Brooklands
Fairmount Blvd
Asturian Drive
Road
Pine Street
Martingale Ave Andrea Drive
Petrana
Losino Blvd
Park Street Martingale Ave
Pinaster Pde
Arpent Link POS 12
WC
1.8886ha
4.1171ha
Drive
POS 8
Brook
POS 9 1.3363ha
Ave
POS 2 1.5805ha POS 1
0.5751ha
POS 13 3.4138ha POS 11
0.5041ha
1m WIDENING ON NORTHERN SIDE OF PARK STREET (21m) NO WIDENING ADJACENT
TO WC SITE (20m) HENLEY BROOK
BUS STATION
POS 6 3.4958ha
3.4407ha POS 5 A1
NORTH All areas and dimensions are subject to survey, engineering and detailed design
and may change without notice. © Copyright of Burgess Design Group.
0 100 200 300m
SCALE 1:7,500 50
25
(A3)
RESIDENTIAL (R30-R60) WITH ADDITIONAL USE FOR DISPLAY HOME CENTRE & RESIDENTIAL SALES OFFICE*
PUBLIC OPEN SPACE
PUBLIC PURPOSES - PRIMARY SCHOOL PUBLIC PURPOSES - WATER CORPORATION ADDITIONAL USE - PARK HOME PARK*
ROAD NETWORK
INTEGRATOR B (25.2m)
NEIGHBOURHOOD CONNECTOR A (24.4m)**
NEIGHBOURHOOD CONNECTOR B (19.4m) ACCESS STREET B (17.9m)
ACCESS STREET C (17.9m)*
ACCESS STREET D (15m)***
SAFE ACTIVE STREET (15m)*
LANEWAY (6m)
INDICATIVE EXTERNAL ROADS ROUNDABOUT INTERSECTION****
LEFT-IN/LEFT-OUT INTERSECTION****
OTHER
INDICATIVE ST LEONARDS CREEK ALIGNMENT (SUBJECT TO FURTHER ASSESSMENT)
GAS PIPELINE EASEMENT NOISE ASSESSMENT REQUIRED POSSIBLE FUTURE LIFESTYLE VILLAGE FUTURE RAILWAY
POSSIBLE BLACK COCKATOO ROOST TREE TO BE RETAINED
NOTES:
*REFER TO STRUCTURE PLAN REPORT FOR DETAIL
**PARK STREET TO BE 21m (1m WIDENING ON NORTHERN SIDE) WITH NO ON-STREET OR EMBAYED PARKING, EXCEPT ADJACENT TO THE 'PUBLIC PURPOSES (WC)' SITE, WHICH IS TO REMAIN UNCHANGED AT 20m.
***MAY BE REDUCED TO 13m ADJACENT TO PUBLIC OPEN SPACE AND/OR ABUTTING ANOTHER ROAD RESERVE, OR 10m WHERE USED AS A CONTROLLED ACCESS PLACE
****REMAINING INTERSECTIONS TO BE PRIORITY CONTROLLED
HENLEY BROOK HENLEY BROOK STRUCTURE PLAN PLAN 1: STRUCTURE PLAN MAP
PS WC
A1
DRAFT
Appendix B
Albion Park Estate Groundwater Monitoring and Surface
Runoff Modelling
#
*
#
*
#*
#
*
"
"
"
"
"
"
"
"
!
<
!
< !<
!
<
!
<
!<
!
<
!
<
!
<
"
!<
!
<
"
!
<
"
!<
! .
! .
! .
!.
YOULE-DEAN RD WOOLLCOTT AVE
PARK ST
LORD ST
W EST SWAN R
D
MM71
MM52 MM56B
BH5 ALB7
MM27
BH9
BH8 BH7
BH6
BH4 BH3
BH2 BH1
BH11
BH10
APW5
APW2 APW1
ALB9
ALB6
ALB5 ALB3 ALB4
ALB2 ALB1
ALB10 S3
S2
S1 Rain Gauge
0 250 500 750 1,000
Meters
!
< WRC
!
. JDA Surface Water Monitoring Sites
Job No. J4070
Albion Local Water Management Strategy Figure 10: Monitoring Locations Multiplex Developments Australia Pty Ltd
© COPYRIGHT JIM DAVIES & ASSOCIATES PTY. LTD. 2008
±
Scale 1:25,000
Data Source: Parsons and Brinckerhoff (2004) and JDA (2006-2008).
Figure D1: Water Levels in Albion Monitoring Bores
Job No. J4070 Multiplex Developments Australia Pty Ltd
Albion Local Water Management Strategy
JDA
ConsultantHydrologists10 15 20 25
Sep-01 Dec-01 Mar-02 Jun-02 Sep-02 Nov-02 Feb-03 May-03 Aug-03 Nov-03 Feb-04 May-04 Aug-04 Nov-04 Feb-05 May-05 Aug-05 Nov-05 Feb-06 May-06 Aug-06 Nov-06 Feb-07 May-07 Aug-07 Nov-07 Feb-08
Date
Water Level (mAHD)
ALB1 ALB2 ALB3 ALB4 ALB5 ALB6 ALB7 ALB8 ALB9 ALB10 APW1 APW2 APW5
BH1 BH2 BH3 BH4 BH5 BH6 BH7 BH8 BH9 BH10 BH11
WOOLLCOTT AVE
PARK ST
LORD ST
YOULE-DEAN RD
SWAN R D
Peak Flow 0.72 m3/s
Peak Flow 1.91 m3/s
Peak Flow 0.92 m3/s Peak Flow 4.85 m3/s
Peak Flow 0.61 m3/s Peak Flow
1.86 m3/s
Peak Flow 4.02 m3/s
278 ha
208 ha
114 ha
25
20 30
35
15
10 40
25 30
30
15 30
30
30
30
30
30
30
15 30
30
10 35
20 35
25
20 30
20 25
20
25
25
30
35
25
10 35
10 30
35 35
30 30
15
15
30
25 15 30
35
30
25
20
25
20 30
35
30 30
35
20
15
0 250 500 750 1,000
Meters Job No. J4070
Albion Local Water Management Strategy Figure 2: Existing Surface Water Catchments and Peak Flows Multiplex Developments Australia Pty Ltd Data Source: Catchments as defined by GB Hill & Partners (1995); Fugro (2006) Topography.
© COPYRIGHT JIM DAVIES & ASSOCIATES PTY. LTD. 2008
±
Scale 1:20,000
Catchments
St. Leonards Creek Horse Swamp Wandoo Creek
Appendix C
Henley Brook Bore Logs
Dry Moist
Wet
Steel casing PVC standpipe Concrete seal Blank casing Bentonite seal
Gravel pack Slotted screen
Sand Backfill 0.00m: TOPSOIL WITH ORGANIC MATTER, grey, medium to
coarse grained.
0.10m: SAND, dark-brown, medium grained. Colour lightens with depth.
1.80m: SAND, cream, medium grained.
Total Bore Depth: 5.00 mBGL DATE STARTED: 29/09/2015
DATE COMPLETED: 29/09/2015 DRILLING CONTRACTOR: Strataprobe
DEPTH WATERTO GRAPHIC
LOG MOISTURE
CONTENT
CASING DIAMETER: 50 mm DRILLING METHOD: Solid Flight Auger
CLIENT: Little Property (WA) Pty. Ltd.
COMMENTS:
LOGGED BY: PML
DATUM: GDA94, MGA Zone 50
ELEVATION (GROUND): 40.73 mAHD ELEVATION (GROUNDWATER): 37.73 mAHD
CONSTRUCTIONWELL EASTING: 402235.22
NORTHING: 6481723.21
DEPTH (mAHD)
40
39
38
37
36 DEPTH (mBGL)
0
1
2
3
4
5
LITHOLOGICAL DESCRIPTION
PROJECT LOCATION: Henley Brook
ELEVATION (TOP OF CASING): 41.350 mAHD
Dry Moist
Moist
Moist/wet
Steel casing PVC standpipe Concrete seal Blank casing Bentonite seal
Gravel pack
Slotted screen
Sand Backfill 0.00m: TOPSOIL WITH ORGANIC MATTER, grey, medium grained.
0.10m: SAND, brown, fine to medium grained.
1.80m: SAND, light-brown, fine to medium grained.
3.00m: SAND, cream, fine to medium grained.
Total Bore Depth: 7.50 mBGL DATE STARTED: 29/09/2015
DATE COMPLETED: 29/09/2015 DRILLING CONTRACTOR: Strataprobe
DEPTH WATERTO GRAPHIC
LOG MOISTURE
CONTENT
CASING DIAMETER: 50 mm DRILLING METHOD: Solid Flight Auger
CLIENT: Little Property (WA) Pty. Ltd.
COMMENTS:
LOGGED BY: PML
DATUM: GDA94, MGA Zone 50
ELEVATION (GROUND): 38.85 mAHD ELEVATION (GROUNDWATER): 34.75 mAHD
CONSTRUCTIONWELL EASTING: 402753.16
NORTHING: 6480852.85
DEPTH (mAHD)
38
37
36
35
34
33
32 DEPTH (mBGL)
0
1
2
3
4
5
6
7
LITHOLOGICAL DESCRIPTION
PROJECT LOCATION: Henley Brook
ELEVATION (TOP OF CASING): 39.530 mAHD
Dry Moist
Moist
Steel casing PVC standpipe Concrete seal Blank casing Bentonite seal
Gravel pack
Slotted screen
Sand Backfill 0.00m: TOPSOIL WITH ORGANIC MATTER, grey, fine to medium
grained.
0.10m: SAND, grey, fine to medium grained.
3.50m: SAND, light-grey, fine to medium grained.
Total Bore Depth: 5.00 mBGL DATE STARTED: 29/09/2015
DATE COMPLETED: 29/09/2015 DRILLING CONTRACTOR: Strataprobe
DEPTH WATERTO GRAPHIC
LOG MOISTURE
CONTENT
CASING DIAMETER: 50 mm DRILLING METHOD: Solid Flight Auger
CLIENT: Little Property (WA) Pty. Ltd.
COMMENTS:
LOGGED BY: PML
DATUM: GDA94, MGA Zone 50
ELEVATION (GROUND): 35.94 mAHD ELEVATION (GROUNDWATER): 33.74 mAHD
CONSTRUCTIONWELL EASTING: 402503.16
NORTHING: 6480231.02
DEPTH (mAHD)
35
34
33
32
31 DEPTH (mBGL)
0
1
2
3
4
5
LITHOLOGICAL DESCRIPTION
PROJECT LOCATION: Henley Brook
ELEVATION (TOP OF CASING): 36.550 mAHD
Moist
Moist
Wet
Steel casing PVC standpipe Concrete seal Blank casing Bentonite seal
Gravel pack Slotted screen
Sand Backfill 0.00m: SAND, dark-grey, medium grained.
0.60m: SAND, dark-grey, medium grained.
1.80m: SAND, dark-grey, medium grained.
Total Bore Depth: 4.00 mBGL DATE STARTED: 29/09/2015
DATE COMPLETED: 29/09/2015 DRILLING CONTRACTOR: Strataprobe
DEPTH WATERTO GRAPHIC
LOG MOISTURE
CONTENT
CASING DIAMETER: 50 mm DRILLING METHOD: Solid Flight Auger
CLIENT: Little Property (WA) Pty. Ltd.
COMMENTS:
LOGGED BY: PML
DATUM: GDA94, MGA Zone 50
ELEVATION (GROUND): 30.97 mAHD ELEVATION (GROUNDWATER): 29.17 mAHD
CONSTRUCTIONWELL EASTING: 403331.49
NORTHING: 6480259.35
DEPTH (mAHD)
30
29
28
27 DEPTH (mBGL)
0
1
2
3
4
LITHOLOGICAL DESCRIPTION
PROJECT LOCATION: Henley Brook
ELEVATION (TOP OF CASING): 31.510 mAHD
Dry
Dry
Moist/wet
Wet
Moist
Steel casing PVC standpipe Concrete seal Blank casing Bentonite seal
Gravel pack Slotted screen
Sand Backfill 0.00m: SAND, brown, fine grained.
0.50m: SAND, light-brown, fine to medium grained.
2.00m: SAND, brown, fine to medium grained.
3.00m: SAND, brown, fine to medium grained.
5.00m: SAND, light-brown, fine to medium grained.
Total Bore Depth: 6.00 mBGL DATE STARTED: 29/09/2015
DATE COMPLETED: 29/09/2015 DRILLING CONTRACTOR: Strataprobe
DEPTH WATERTO GRAPHIC
LOG MOISTURE
CONTENT
CASING DIAMETER: 50 mm DRILLING METHOD: Solid Flight Auger
CLIENT: Little Property (WA) Pty. Ltd.
COMMENTS:
LOGGED BY: PML
DATUM: GDA94, MGA Zone 50
ELEVATION (GROUND): 36.22 mAHD ELEVATION (GROUNDWATER): 33.72 mAHD
CONSTRUCTIONWELL EASTING: 401903.74
NORTHING: 6480013.68
DEPTH (mAHD)
36
35
34
33
32
31 DEPTH (mBGL)
0
1
2
3
4
5
6
LITHOLOGICAL DESCRIPTION
PROJECT LOCATION: Henley Brook
ELEVATION (TOP OF CASING): 36.820 mAHD
Dry
Dry Wet
Wet
Steel casing PVC standpipe Concrete seal Blank casing Bentonite seal
Gravel pack Slotted screen
Sand Backfill 0.00m: SANDY-CLAY, red, fine grained.
0.80m: SAND, cream/grey, fine to medium grained.
1.20m: SAND, yellow/brown, fine to medium grained.
4.00m: SAND, grey, medium grained.
Total Bore Depth: 6.00 mBGL DATE STARTED: 29/09/2015
DATE COMPLETED: 29/09/2015 DRILLING CONTRACTOR: Strataprobe
DEPTH WATERTO GRAPHIC
LOG MOISTURE
CONTENT
CASING DIAMETER: 50 mm DRILLING METHOD: Solid Flight Auger
CLIENT: Little Property (WA) Pty. Ltd.
COMMENTS:
LOGGED BY: PML
DATUM: GDA94, MGA Zone 50
ELEVATION (GROUND): 33.72 mAHD ELEVATION (GROUNDWATER): 32.42 mAHD
CONSTRUCTIONWELL EASTING: 402412.71
NORTHING: 6479799.06
DEPTH (mAHD)
33
32
31
30
29
28 DEPTH (mBGL)
0
1
2
3
4
5
6
LITHOLOGICAL DESCRIPTION
PROJECT LOCATION: Henley Brook
ELEVATION (TOP OF CASING): 34.420 mAHD
Dry Moist Moist
Moist
Wet
Steel casing PVC standpipe Concrete seal Blank casing Bentonite seal
Gravel pack
Slotted screen
Sand Backfill 0.00m: TOPSOIL WITH ORGANIC MATTER, grey, fine to medium
grained.
0.10m: SAND, light-grey/cream, medium grained.
0.60m: SAND, brown, fine to medium grained.
1.20m: SAND, dark-grey/black, fine to medium grained.
2.00m: SAND, grey, fine to medium grained.
Total Bore Depth: 5.00 mBGL DATE STARTED: 29/09/2015
DATE COMPLETED: 29/09/2015 DRILLING CONTRACTOR: Strataprobe
DEPTH WATERTO GRAPHIC
LOG MOISTURE
CONTENT
CASING DIAMETER: 50 mm DRILLING METHOD: Solid Flight Auger
CLIENT: Little Property (WA) Pty. Ltd.
COMMENTS:
LOGGED BY: PML
DATUM: GDA94, MGA Zone 50
ELEVATION (GROUND): 32.02 mAHD ELEVATION (GROUNDWATER): 29.82 mAHD
CONSTRUCTIONWELL EASTING: 403154.66
NORTHING: 6479855.07
DEPTH (mAHD)
31
30
29
28 DEPTH (mBGL)
0
1
2
3
4
5
LITHOLOGICAL DESCRIPTION
PROJECT LOCATION: Henley Brook
ELEVATION (TOP OF CASING): 32.730 mAHD
Appendix D
Geotechnical Investigations
Pre-development Geotechnical Investigation Report
JDS181616 September 2018
Proposed Residential Development
Park Street
Henley Brook WA
This page has been intentionally left blank.
Proposed Residential Development, Park Street, Henley Brook WA Pre-development Geotechnical Investigation Report
Prepared for Our ref: JDS181616-R01-Rev0
Mirvac WA Pty Ltd Level 39
108 St Georges Terrace Perth WA 6000
Prepared by
JDSi Ground Engineering Pty Ltd Workzone
Level 6, 1 Nash Street Perth WA 6000 17 September 2018 Document authorisation
For and on behalf of JDSi Ground Engineering Pty Ltd
James Campbell
Senior Engineering Geologist Quality information
Revision history
Revision Description Date Author Reviewer Signatory
Rev0 Issued to Client 17/9/2018 JC RM JC
Distribution Report
Status No. of
copies Format Distributed to Date
Rev0 1 PDF Mirvac WA Pty Ltd 17/9/2018
Rev0 1 PDF JDSi Consulting Engineers Pty Ltd 17/9/2018
Rev0 1 PDF JDSi Ground Engineering Report Library 17/9/2018