-
Tel 613 9870 3022
Fax 613 9870 2827
Email [email protected] Web www.dnmconsulting.com
A.B.N. 12 130 395 595 43 Wantirna Road, Ringwood, Victoria,
Australia 3134
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of 6
Stormwater Management Plan
Kaufland Australia Pty Ltd Proposed Retail Development 1126
Centre Road Oakleigh South Victoria.
20th February 2019 Ref 19016 Revision B
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of 6
STORMWATER MANAGEMENT PLAN
Proposed Retail Development
1126 Centre Road
Oakleigh South Victoria.
1.0 INTRODUCTION
Kaufland Australia Pty Ltd is proposing to construct a Retail
development and associated
car parking areas and concrete hardstand areas at 1126 Centre
Road, Oakleigh South,
Victoria. This site is an existing Bunnings site with existing
building, carpark, handstand
and drainage. It is assumed that the building, carpark and
hardstand will be demolished
and the existing drainage system will be abandoned.
1.1 Scope
Davis Naismith and McGovern have been commissioned by Kaufland
Australia Pty Ltd
to provide conceptual civil design for the above mentioned site
as required for the
development application.
1.2 Local Regulatory Authority
The City of Kingston is the local regulatory authority with
jurisdiction over stormwater.
1.3 Existing Infrastructure
This site is an existing Bunnings site with existing building,
carpark, handstand and
drainage. It is assumed that the building, carpark and hardstand
will be demolished and
the existing drainage system will be abandoned. The City of
Kingston have advised the
legal point of discharge is a council pit in an easement to the
South of the site as shown
on figure 1, refer appendix A for legal point of discharge
advice from The City of
Kingston. Generally the site slopes to the South of the site
around the existing building.
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Figure 1 Existing Site Aerial Photo
2.0 PROPOSED ON SITE WORKS
This SWMP covers only the shaded section of the site as per the
figure 1.
2.1 Minor System (onsite)
The onsite in ground piped stormwater system will be designed
for a 1 in 10 year ARI
storm event as per City of Kingston requirements. This system
has been designed using
the rational method of stormwater analysis.
2.2 Major System (onsite)
The onsite overland flow stormwater system will be designed for
a 1 in 100 year ARI
storm event as per City of Kingston requirements. This system
has been designed using
the rational method of stormwater analysis.
Proposed
Kaufland Site
Legal Point of Stormwater Discharge
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of 6
2.2 Stormwater Detention (onsite)
The City of Kingston have advised the permissible site discharge
for stormwater from the
site is to be limited to 250 litres per second for a 10 year ARI
event post development,
refer appendix A for legal point of discharge advice from The
City of Kingston which
also advises permissible discharge flows. On-site detention will
be provided by a
temporary detention pond to South of the site between the GPT
and the legal point of
discharge for the shaded area in civil drawings Appendix B.
It is proposed in the future to construct an addition office
building to the South of the site
and a carpark structure to the East of the site, the office
would be constructed on the area
of the temporary detention pond. When these two future
developments are constructed,
underground storage will have to be constructed to replace the
detention pond and to
allow for the additional stormwater discharge associated with
the new office and car park
service the site as a whole.
3.0 WATER QUALITY
It is proposed to provide for water quality improvements on site
and to treat gross
pollutants and nutrients. MUSIC modelling has been used to
analyse the systems
efficiency. Additionally roof water will be collected for reuse
as landscape irrigation.
3.1 Treatment System
The proposed treatment system will consist of two major
components
Gross Pollutant Traps to remove gross pollutants from the
stormwater. It is assumed that an ECOSOL 4600 GPT will be used at
the end of the stormwater
system discharging to the council pit to the South of the
site.
Localised smaller swales to remove suspended solids and
nutrients from the stormwater draining from sections of the site as
required. The swales will have a
combined effective treatment area of 180m2.
The stormwater runoff quality is required to achieve the
following parameters
Gross Pollutants : 90% reduction of the post development mean
annual load of gross pollutant (greater than 5mm)
Total Suspended Solids : 80% reduction of the post development
mean annual load of Total Suspended Solids
Total Phosphorus : 45% reduction of the post development mean
annual load of Total Phosphorous.
Total Nitrogen : 45% reduction of the post development mean
annual load of Total Nitrogen.
The MUSIC treatment train efficiency is as shown below in figure
2. The treatment train
layout for the site is at as shown in figure 3.
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Figure 2 Treatment Train Effectiveness
Figure 3 Treatment Train Layout
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of 6
Due to the limited catchment of the bio swales the GPT will have
to supplement the
reduction of nutrients in the stormwater which may require a
filtration element to the
GPT.
As an alternative to the proposed on site water quality measures
noted above a
contribution could be made to the City of Kingston’s “stormwater
quality in-lieu
developer contributions” system subject to approval by City of
Kingston and Kaufland.
Appendix C provides details of this system.
It is proposed to build an addition office building to the South
of the site and a carpark
structure to the East of the site. When these two future
developments are built, in addition
to underground storage, the water quality treatment system will
need to be upgrade to
allow for the entire site as a whole.
4.0 STORMWATER RE-USE
The 20kL above ground tank has been designed to achieve the
non-potable water re-use
target for the internal rainwater re-use (toilet flushing).
Stormwater reuse rates have been calculated for Water Sensitive
Urbans Design as noted
below.
Toilets and Urinals water usage 0.1kL/day per fixture (based on
a 5 day working week)
Toilets and Urinals: 14 fixtures x 0.1 kL/day x 365 days x 5/7
days/week = 365 kL/year
5.0 DISCHARGE
The legal point of discharge is a council pit to the South of
the site, refer advice for the
City of Kingston in Appendix A.
Yours faithfully,
DAVIS, NAISMITH & McGOVERN PTY.LTD.
Jon McGovern
Director
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I:\2019\19016\Corresp\Appendix.docx
APPENDIX A
Legal Point of Stormwater Discharge and Permissible Stormwater
Discharge
-
Page 1 of 2Prepared By: Margaret Novak
LEGAL POINT OF STORMWATER DISCHARGE (LPD)/
DRAINAGE INFORMATION RESPONSE
DATE: 7-Feb-2019APPLICANT NAME: Patrick MacKenzieAPPLICANT
ADDRESS: 43 Wantirna Rd
RINGWOOD VIC 3134APPLICANT PHONE NO.APPLICANT EMAIL ADDRESS:
[email protected] ADDRESS: 1126-1146 Centre Road,
OAKLEIGH SOUTH VIC 3167TYPE OF DEVELOPMENT: Commercial – Kaufland
Supermarket
PLANNING PERMIT NO. Early Stage DRAINAGE REFERENCE NO.
DR-2019/41
The point of stormwater discharge is to the existing stormwater
pit located at the rear of the property, as shown below.
For stormwater treatment and detention requirements, please
refer to “Civil Design Requirements for Developers – PART A:
Integrated Stormwater Management” and Planning Permit Conditions
(if applicable).
The permissible site discharge is restricted to 250L/sec.
mailto:[email protected]://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesmentshttp://www.kingston.vic.gov.au/Property-Development/Engineering-Assesments
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Page 2 of 2Prepared By: Margaret Novak
K3235 TRIM 19/22405 185/1116
Notes:
1. All information must be verified on site and levels checked
for discharge to the nominated point prior to the commencement of
any works. Any discrepancies must be reported to the Council.
2. Stormwater discharge from any development must be provided so
as to prevent any overflows onto adjacent properties and be
designed in accordance with AS/NZS 3500.3: 2015 Stormwater
Drainage.
3. An ‘Opening Permit’ is required for all connections into
Council’s assets. For inspection contact an Asset Engineer on 9581
4369.4. A new Application is required if works are not completed
within 12 months from the above date.5. Council does not accept
sub-surface water (groundwater) into the stormwater system. This is
the responsibility of the property
owner to dispose on site or reach an agreement with local sewer
authority. This is particularly relevant for basements and
sub-surface structures.
6. Connection to the kerb must be located a minimum of 1m away
from the vehicle crossing splay and constructed according to
Council Standard drawing S501.
7. Connection to the Council pipe must be according to Council
Standard drawing S503.
PIT - LPD525mm diam. easement Council’s drain
Depth – approx. 1000mm-1500mm
Offset – check at pit
750mm diam. easement
Council’s drain
Depth & offset check on
site
-
I:\2019\19016\Corresp\Appendix B.docx
APPENDIX B
Civil Engineering Drawings
-
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836
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896
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921
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965
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1932
Top
1933
Top
1990
E
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7131
7132
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N
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10357
E
S
10358
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S
10359
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S
10427
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10428
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10433
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10435
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10518
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E
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10596
E
S
10611
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10768
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10769
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12016
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12017
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12026
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12027
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12028
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12030
E
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12031
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12032
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12043
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12044
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12045
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S
12194
E
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12195
E
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12196
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12356
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12357
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12358
E
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12391
E
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12393
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12452
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12822
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12940
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12942
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12960
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12961
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Trav
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88.258
190°19'29"
3
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8
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7
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101.626
98°53'55"
185.017
9°05'05"
64.400
97°18'13"
20.000
188°30'00"
20.000
188°30'00"
SIO
SIO
SIO
SIO
SIO
SIO
SPit
S
P
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SPit
SP
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S
P
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SP
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187°35'
15.24
1.83
1.83
1.83
7
+ P5
5.56
6
+ P5
5.56
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+ P5
5.70
4
+ P5
5.56
3
+ P5
5.56
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+ P5
5.50
13
+ P5
5.50
16
+ P5
5.76 15
+ P5
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+ P5
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+ P5
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+ P5
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+ P5
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+ P5
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P56.
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+ P5
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+ P5
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+ P5
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P56.
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P56.
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P55.
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+ P5
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202122891027
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+ P5
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+ P5
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+ P5
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+ P5
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+ P5
5.80
+ P5
5.80
+ P5
6.00
+ P5
5.90
+ P5
6.10
+ P5
5.90
+ P5
6.20
+ P5
5.90
+ P5
4.92
+ P5
4.90
+ P5
4.80
+ P5
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P54.90 +
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+ P5
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P55.
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+ P5
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+ P5
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+ P5
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+ P5
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+ P56.16
+ P5
6.36
+ P5
5.90
+ P5
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1819
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+ P5
5.77
+ P5
5.86
+ P5
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P56.
40 +
+ P5
5.90
+ P5
6.05
+ P5
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+ P5
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+ P5
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+ P5
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+ P5
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1
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+ P5
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+ P5
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+ P5
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+ P5
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+ P55.90
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+ P5
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+ P5
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+ P5
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P55.
90 +
+ P56.25
+ P56.75
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+ P5
5.72
225 DIA FRCP @ 1 in 150225 DIA FRCP @ 1 in 150225 DIA FRCP @ 1
in 150450 DIA FRCP @ 1 in 250450 DIA FRCP @ 1 in 250450 DIA FRCP @
1 in 250750 DIA FRCP @ 1 in 350
300 DIA FRCP 225 DIA FRCP
300
DIA
FR
CP
@ 1
in 2
0030
0 D
IA F
RC
P @
1 in
200
225
DIA
FR
CP
@ 1
in 1
50
225 DIA FRCP
375 DIA FRCP @ 1 in 200
600
DIA
FR
CP
@ 1
in 3
00
375 DIA FRCP @ 1 in 200 375 DIA FRCP @ 1 in 200
225 DIA FRCP @ 1 in 150 225 DIA FRCP @ 1 in 150
225 DI
A FRC
P
225 DIA
FRC
P
225
DIA
FR
CP
450 DIA FRCP @ 1 in 250
20
225
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@ 1
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300 DIA FRCP@ 1 in 200
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@ 1 in 150
@ 1
in 1
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1500m
m H
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IN
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ALL
@ 1 in
150
@ 1 in 150
CONC K
CONC K
CONC K
CONC K
CONC K
CONC K
CONC K
CONC K
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CONC K
CONC K
CONC K
CONC K CONC KCONC K
BROKEN K
CONC K
CO
NC
K
CO
NC
K
CO
NC
KC
ON
C K
CO
NC
K
CO
NC
K
CO
NC
K
CO
NC
K
CO
NC
K
CO
NC
K
CONC K
K & C K & CK & CK & C
K & C
CONC K
CO
NC
K
CONC K
FFL 56.10
@ 1 in 200 @ 1 in 150
31
+ P55.84
225 DIA FRCP@ 1 in 150
K &
C
300W CULVERTW/ PEDESTRIANSAFE GRATING
P55.
70 +
525
DIA
FR
CP
@ 1
in 3
0052
5 D
IA F
RC
P @
1 in
300
PRELIMINARY ONLY
NOT FOR CONSTRUCTION
RELEVANT NOTES REFER TO DRG S01
SCALE IN MILLIMETRES
5000 10000 15000 20000
1:250
5000 25000
0
FOR GENERAL, CIVIL & ALL OTHER
DRAINAGE & PAVEMENT LAYOUT PLAN
19016 - C01P2
19/014
1:250 @ B1
PROPOSED KAUFLAND STORE
1126 CENTRE ROAD,
SOUTH OAKLEIGH, VIC 3167
FEB '19 R.S. .
DRAINAGE & PAVEMENT PLAN
SHEET 1
P1 ISSUED FOR INFORMATION 15.02.19 A.B.
DRAWING NUMBER REV
TITLE
SCALE
DATE DRAWN
JOB NUMBER
PROJECT
DESIGNED CHECKED
COMMENCING ANY WORK OR SHOP DRAWINGS
ALL DIMENSIONS TO BE CHECKED ON THE JOB BEFORE
43 Wantirna Road, Ringwood, Victoria, Australia 3134
[email protected]
A.B.N. 12 130 395595
www.dnmconsulting.com
Tel
Fax
other than that stated in the particular enquiry, order or
contract with which it is issued.
it must not be reproduced, copied or communicated to any other
party nor be used for any purpose
and shall be returned on demand. It is issued on the condition
that, except with our written permission
This drawing and all information thereon is the property of
Davis Naismith and McGovern Pty Ltd,
DAVIS, NAISMITH & McGOVERN
Consulting Structural and Civil Engineers
Email
Web
DESCRIPTIONREVISIONSNo
613 9870 3022
613 9870 2827
DATE BY
J.McG.
DOWEL JOINT -
NEW SIDE ENTRY PIT -
NEW GRATED PIT -
300 DIA FRCP
@ 1 in 100
REFER DRG C?? FOR DETAIL
IO
ALL FRCP/RCP SHALL BE CLASS 2 (UNO) WITH
90 DIA AG DRAIN
EXIST REINFORCED CONC PIPE
SAW CUT -
EXIST STORMWATER PIT
NEW CONCRETE KERB & CHANNEL -
NEW FIBRE REINFORCED CONC PIPE
NEW CONCRETE KERB -
NEW FINISHED PAVEMENT LEVELS
REFER DRG C?? FOR DETAIL
LEGEND :
REFER DRG C?? FOR DETAIL
REFER DRG C??
RUBBER RING JOINTS (RRJ)
D
P
NEW JUNCTION PIT -
FLUSHING POINT -
NOTE:
RCP FOR REINFORCED CONC PIPE
+
P
6
8
.5
0
450 MIN COVER
REFER DRG C?? FOR DETAIL
ALL UPVC PIPES SHALL BE CLASS SN8 (UNO)
REFER DRG C?? FOR DETAIL
K & C
REFER DRG C?? FOR DETAIL
CONC K
DOWEL JOINT -
SSC
DJ1
AG INSPECTION OPENING/
DOWNPIPE WITH BRANCH TO MATCH
DOWNPIPE SIZE (150 DIA MIN)
BEHIND ALL KERBS TYPICAL
REFER DRG C?? FOR DETAIL
@ 1 in 100 (MIN) UNO
REFER DRG C?? FOR DETAIL
DJ2
HEAVY DUTY CONCRETE PAVEMENT
MEDIUM DUTY BITUMEN PAVEMENT
REFER DRG C03 FOR DETAILS
FOOTPATH PAVEMENT
LANDSCAPING
REFER DRG C03 FOR DETAILS
REFER DRG C03 FOR DETAILS
MEDIUM DUTY CONCRETE PAVEMENT
REFER DRG C03 FOR DETAILS
NO
RTHF O R C O N T I N U A T I O N R E F E R D R G C 0 2
CONCRETE PAVEMENT
REFER DRG C03 FOR DETAILS
MEDIUM DUTY COLOURED
F O
R
C O
N T
I N
U A
T I
O N
R
E F
E R
D
R G
C
0 3
P2
RAINWATER TANK
P2 ISSUED FOR INFORMATION 20.02.19 A.B.
-
100
5
6
.
5
8
Fence
118
149
150
152
153
154
Ø
0.0
155
Ø
0.0
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Ø
0.0
157
Ø
0.0
158
Ø
0.0
159
273
Sign
S
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Sign
365
369
370
371
372
373
374
375
376
377
378
379
385
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389
390
391
396
397
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401
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18.495
278°43'50"
ps5000
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187.865
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187°30'55"
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187°34'35"
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