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Appendix C - Engineering Report
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ENGINEERING REPORT Proposed 6 Lot Subdivision at 7 Triller Court, Pomona for I love Pomona Pty Ltd C6361/22/ENG-V0 May 2022
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Full text of sections 2 to 46 (of 56)
Section 2
P 07 5443 4443
E [email protected]
W walsheng.net.au
A Suite 15, 72 Wises Road, Maroochydore Q 4558
PO BOX 5512, Maroochydore BC Q 4558
JP Walsh Queensland Pty Ltd trading as Walsh Consulting Engineers
ABN 39 611 482 716
DOCUMENT CONTROL
C6361/22/ENG
Version Date Details Prepared Checked Approved
V0 May 2022 Issued to Client MVC JW
2
Section 3
CONTENTS
1.0 INTRODUCTION ....................................................................................................... 4
2.0 SITE DESCRIPTION ................................................................................................... 5
3.0 PROPOSED DEVELOPMENT APPLICATION ............................................................... 5
4.0 ACCESS & ROADWORKS .......................................................................................... 6
5.0 EARTHWORKS .......................................................................................................... 7
6.0 STORMWATER MANAGEMENT ............................................................................... 7
6.1 Legal Point of Discharge ...................................................................................... 7
6.2 Flooding ............................................................................................................. 10
6.3 Stormwater Quantity Management .................................................................. 10
6.4 Water Quality Management Plan ...................................................................... 12
7.0 SEWERAGE RETICULATION .................................................................................... 13
8.0 WATER SUPPLY ...................................................................................................... 13
9.0 CONCLUSION ......................................................................................................... 14
APPENDICES
APPENDIX A – Locality Plan
APPENDIX B – Engineering Drawings
APPENDIX C – Flood Map
APPENDIX D – Rational Method Calculations
APPENDIX E – IFD Data
APPENDIX F – Dial Before You Dig Enquiry
APPENDIX G – UnityWater Email Correspondence
APPENDIX H – Lot 3 on SP320405 Letter of Consent
3
Section 4
1.0 INTRODUCTION
Walsh Consulting Engineers have been commissioned by I love Pomona Pty Ltd to prepare
an Engineering Report in support of an application to the Noosa Council for a proposed
residential sub-division located at 7 Triller Court, Pomona. This report has been written in
response to Noosa Council’s Information Request, dated 21st February 2022.
This report addresses the following areas of civil design and construction:
• Access & Roadworks
• Earthworks
• Flooding
• Stormwater Management
• Sewerage Reticulation
• Water Supply
• Electricity and Telecommunications
This report is to be read in conjunction with the associated Town Planning Report and all
other specialist reports attached to the preliminary development application. This report
concludes that there are no major engineering constraints or impediments to the
proposed development, and that all necessary infrastructure is readily available for the
subject site.
4
Section 5
2.0 SITE DESCRIPTION
A site locality plan is attached as Appendix A.
The proposed development is located at 7 Triller Court, Pomona and is identified as Lot 4
on SP320405. The total site area is 3.649ha.
The subject site currently contains an existing residential dwelling, an existing dam and
several ancillary structures. It is proposed that the existing dwelling will be retained over
Lot 6 with remaining structures to be retained over Lot 7. The existing dam will be drained,
desilted and filled as part of proposed operational works.
The site is located on a minor ridge and therefore grades in a north-easterly and southerly
direction at varying grades of 10-20%. Elevations range from RL123m AHD at the western
boundary of the site down to RL101m AHD at the mid-point of the northern boundary and
RL93m AHD at the south-eastern corner of the site.
The site is zoned Low Density Residential and Rural Zone and is located within the Pomona
Local Plan Area Map.
3.0 PROPOSED DEVELOPMENT APPLICATION
The application is for Reconfiguration of a Lot approval to establish 5 low density
residential allotments and 1 balance rural allotment. A minor extension to the existing
private road ‘Triller Court’ is also proposed with private access driveways and service
(water and sewer) infrastructure to be provided in accordance with Noosa Council and
UnityWater standards.
5
Section 6
4.0 ACCESS & ROADWORKS
The attached Drawing No. C6361/22/P02-04 included within Appendix B shows the
proposed access arrangement for the development site.
Access to new allotments will be taken from the existing private road ‘Triller Court’.
Proposed Lot 9 is to be a ‘battle axe’ allotment. A new residential crossover will be
constructed to service Lot 9 in accordance with IPWEA Standard Drawings RS-049 and RS-
050.
It is proposed to provide a minor extension to the existing Triller Court road pavement in
order to provide suitable access for residents, QFES vehicles and Councils waste collection
vehicle.
Due to existing and proposed residential crossovers accessing Lots 2 & 3 on SP320405, it
is proposed to retain the existing cul-de-sac head and construct a new cul-de-sac head
with 9.0m radius to allow larger service vehicles to enter and exit the site in a forward
gear.
The existing access and services easement currently registered over the private road
‘Triller Court’ will be extended to include the additional access handle area and cul-de-sac
head.
In accordance the SARA advice notice dated 10th March 2022 (reference number 2202-
27336), minor upgrade works are required at the newly constructed intersection of Triller
Court and Reserve Street to the east of the site. A basic right turn treatment (BAR) and
basic left turn treatment (BAL) will be provided at the eastern boundary of the site to
allow through traffic to safely pass a vehicle entering the site.
6
Section 7
5.0 EARTHWORKS
The subject site currently supports development works with minimal earthworks
required. Minor trimming, filling and excavation works for road construction, drainage,
landscaping and sewer/water reticulation will be undertaken as part of proposed
development works. Suitable building pads are readily achievable within the large building
envelopes provided on each allotment.
An existing dam located within existing Lot 3 on SP320405 and proposed Lot 4 is to be
drained, desilted and filled as part of proposed development works. Consent to undertake
these works has been provided by the adjacent property owner at 5 Triller Court (Lot 3
on SP320405). Refer to Appendix G for signed letter of consent.
Details of proposed earthworks will be provided as part of future Operational Works
applications.
6.0 STORMWATER MANAGEMENT
6.1 Legal Point of Discharge
Engineering Drawing C6361/22/P05 attached as Appendix B indicates the Legal Point of
Discharge (LPOD) and existing/proposed stormwater drainage infrastructure for the
development site.
The site is located on a minor ridge and slopes in a north-easterly and southerly direction
at varying grades of 10-20%. Under existing conditions, stormwater runoff is conveyed
towards the northern and southern boundaries as sheet and well-defined channel flow.
7
Section 8
Stormwater runoff currently discharges to existing well defined flow paths and existing
stormwater infrastructure located in Reserve Street. The site accepts stormwater runoff
from upstream external catchment to the west and north.
It is proposed to maintain the existing drainage regime and direct development site
stormwater runoff to these existing discharge points via appropriate flow dissipation and
scour protection devices (where required). The existing well defined overland flow paths
and existing stormwater infrastructure located in Reserve Street are considered to
represent the legal points of discharge for the subject site and minor upstream external
catchments based on the following;
- The existing waterways downstream of the site are heavily vegetated. No
discernible adverse impacts will result from proposed development works.
- The existing waterways area are not utilised by downstream property owners for
either rural/agricultural or residential purposes. No nuisance or loss of enjoyment
will result from proposed development works.
- Proposed development works will not result in significant increases to peak water
levels within existing overland flow paths.
- Recent changes to the local area planning provisions have resulted in downzoning
of adjacent allotments. These properties are zoned Environmental Management
and Conservation and will not be subject to future land development. The
proposed development works may be considered a one-off modification to the
local catchment.
8
Section 9
This approach is also considered to satisfy Section 3.9.1 of the Queensland Urban
Drainage Manual (QUDM 2016), which describes the lawful point of discharge test. The
first part of the criteria for determining the lawful point of discharge is;
i) Will the proposed development alter the site’s stormwater discharge
characteristics in a manner that may substantially damage a third party property?
• If not, then no further steps are required to obtain tenure for a lawful point
of discharge (assuming any previous circumstances and changes were
lawful).
• If there is a reasonable risk of such damage, then consider issue (ii) or (iii).
The above test must also be considered in the light of the common law requirements of
Section 3.7, and 3.7.1 of QUDM 2016 which amongst others includes;
“Alterations to the natural flow regime will be lawful if all necessary statutory approvals
have been obtained and complied with, and:
• There is no nuisance or interference to the use or enjoyment of affected land;”
and
• The person from whose land the water flows (upstream owner) is not liable merely
because water flows naturally from the persons land onto another person’s land
(downstream owner).
9
Section 10
6.2 Flooding
The attached Flood Map (Appendix C) indicates that the site is not subject to inundation
by current or future extreme flood events. It is noted that the existing flood inundation
extent is located at the eastern boundary of the site and is generally confined to the
Reserve Street road corridor.
All allotments will be provided with appropriate freeboard to maximum water levels in
accordance with Noosa Shire Council’s (NSC) Planning Scheme Policy.
6.3 Stormwater Quantity Management
Refer to Engineering Drawing C6361/22/P05 and P07-08 attached as Appendix B for
details of proposed stormwater drainage.
Development works within the subject site will increase the total impervious percentage
of the northern and southern catchments from 0% to 10% and 0% to 40% respectively.
The total Time of Concentration (TOC) will remain similar in the developed case due to
upstream contributing catchments.
When considered as part of the total catchments contributing stormwater runoff to the
northern and southern flow paths, these changes will increase the total impervious
percentage from 0% to 6% and 0% to 2.8% (respectively). These changes to catchment
drainage characteristics will result in minor increases to peak discharge at the northern
and southern legal points of discharge.
10
Section 11
Refer to Table 6.3a-b for a summary of the pre and post developed flows for the northern
and southern catchments. Refer to Appendix D for detailed Rational Method calculations.
Table 6.3a Pre Vs Post Developed – Southern Flow Path – CMT 1
AEP Q Pre Q Post Variance
(m3/s) (m3/s)
63% 6.14 6.15 0.04%
39% 8.18 8.18 0.04%
18% 11.37 11.38 0.04%
10% 13.79 13.79 0.04%
5% 16.57 16.58 0.04%
2% 21.17 21.18 0.04%
1% 24.425 24.434 0.04%
Table 6.3b Pre Vs Post Developed – Northern Flow Path – CMT 2
AEP Q Pre Q Post Variance
(m3/s) (m3/s)
63% 0.54 0.55 2.3%
39% 0.72 0.73 2.3%
18% 0.99 1.01 2.3%
10% 1.19 1.22 2.3%
5% 1.42 1.46 2.3%
2% 1.79 1.83 2.3%
1% 2.05 2.10 2.3%
The increases to peak discharge within the existing overland flow paths are minor and, as
noted in Section 6.1, will not result in discernible adverse impacts downstream of the site.
The existing waterways are heavily vegetated and have limited potential for future
development given the changes to the local area planning provisions and subsequent
downzoning of adjacent allotments.
No onsite detention measures are proposed as part of this development application.
11
Section 12
6.4 Water Quality Management Plan
An assessment has been undertaken to determine whether the proposed development is
subject to State Planning Policy (SPP) water quality objectives. Trigger Questions have
been applied to the development to determine if SPP compliance is required. Refer to
Table 6.4a for details.
Table 6.4a -State Planning Policy Trigger Questions
SPP Trigger Response
REC with Land Area >2500m² and >6 Lots No
OPW with Disturbed Area >2500m² No
The intended land use (low density residential plus balance rural allotment) is considered
low impact with respect to pollutant load generation when compared to typical urban
developments. The target pollutants for water quality management in new developments
are typically organics (phosphorous and nitrogen), suspended solids (sediment) and gross
pollutants (litter). A large percentage of these pollutants are released to downstream
waterways as a result of land disturbance associated with earthworks and building
operations. The proposed development works will include erosion and sediment control
measures during the construction phase and minimal pollutant load generation during
the operational phase.
Proposed new pavement areas will be directed to a vegetated swale drain (>100m) long
which will provide primary and tertiary water quality treatment prior to discharge at the
existing waterway. The high overall percentages of pervious surfaces within the site will
disconnect impervious areas and promote infiltration of stormwater runoff.
12
Section 13
7.0 SEWERAGE RETICULATION
Refer to Drawing Number C6361/22/P06 in Appendix B for layout of proposed sewerage
reticulation.
An existing 160mm diameter sewer gravity main is located within Reserve Street to the
east of the site. It is proposed to extend this gravity network 180m west before
transitioning to a low-pressure sewer rising main which will service proposed allotments
and provide a connection point to existing allotments should they opt to utilise it. House
connections, boundary kits and low-pressure sewer design details will be provided by the
system manufacturer and lodged as part of future detailed design packages.
Refer to the attached UnityWater email correspondence confirming that the site may be
serviced by the existing downstream gravity sewer network.
8.0 WATER SUPPLY
A layout of the proposed water reticulation is included on Drawing Number C6361/22/P06
in Appendix B.
An existing 100mm diameter water main exists within the Triller Court road reserve. An
extension to this main will be constructed with the proposed road extension. The new
main will be designed to loop around the proposed cul-de-sac head in accordance with
UnityWater guidelines.
It is proposed that Unitywater will supply and install individual water meters to service
new allotments upon lodgement and payment of the applicable fee.
13
Section 14
9.0 CONCLUSION
The proposed residential subdivision at 7 Triller Court, Pomona may be readily serviced
by infrastructure available within or near the subject site.
Minor filling and excavation will be undertaken to provide suitable access road grades,
services and drainage infrastructure.
The proposed allotments shall be provided with adequate freeboard to the existing 1%
AEP flood event. Given the small scale of the development and in accordance with State
Planning Policy guidelines, stormwater quality management is not required for the site.
Stormwater runoff is directed to existing well-defined overland flow paths. No adverse
impacts will result from proposed development works, therefore peak flow management
is not required.
The development will be serviced by a combination of low-pressure rising mains and
gravity sewer mains with connection to the existing sewer reticulation to the east of the
site. Connection to existing water services can be readily achieved.
There are no constraints or impediments to the proposed residential development that
cannot be overcome by suitable engineering design and best practice construction
methods.
14
Section 15
Locality Plan
Section 16
PROPOSED RESIDENTIAL SUBDIVISION
at 7 TRILLER COURT, POMONA
for | LOVE POMONA PTY LTD
CONTRACT No. C6361/22/01
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Lot 4 on SP 320405
(€6361/22/P01_|| PRELIMINARY LOCALITY PLAN AND SCHEDULE OF DRAWINGS . _
(€6361/22/P02_|| PRELIMINARY DEVELOPMENT LAYOUT PLAN Site Area = 3.145 Hectares
(€6361/22/P03_|| PRELIMINARY ROADWORKS LAYOUT PLAN L.G.A. = Noosa Shire Council (N.S.C.)
€6361/22/P04_|| PRELIMINARY EXTERNAL ROADWORKS LAYOUT PLAN N.C. Reference: REC21/0022
(€6361/22/P05_|| PRELIMINARY STORMWATER LAYOUT PLAN
6361/22/P06 || PRELIMINARY SERVICES LAYOUT PLAN
€6361/22/P07_|| PRELIMINARY STORMWATER CATCHMENT PLAN - SHEET 1
€6361/22/P08_|| PRELIMINARY STORMWATER CATCHMENT PLAN - SHEET 2 LOCALITY ao
SCALE 1:10,000 A1, 1:20,000 A3
0 40 80 120 160 200m
SCALE 1:2000 A1, 1:4000 A3.
REV DATE DESCRIPTION, BY HKD PROJECT: DRAWING TITLE:
> o7saa3 4aaa PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY LOCALITY PLAN AND WALSH
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CONSULTING J 4 15/72 Wises Road, Maroochydore Q 4558 Reeq- 4665 for | LOVE POMONA PTY LTD
PO Box 5512, Maroochydore BC 0.4558 ‘© thisplanis Copyright. Other than fort fan subject tthe cond ted under the Copight At, : :
ENGINEERS ABN. 39 611 482716 FOR APPROVAL parol may nap rm oby any mezns (leon, mecalel, miso copying hereon. tearing oteteveeibe. POR WING No: C6361/22/P01 REVISION:
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Section 17
Engineering Drawings
Section 18
N
PROPOSED 2.5m WIDE TURFED
SWALE DRAIN. REFER DRAWING
P05 FOR DETAILS.
PROPOSED WATER NETWORK PROPOSED PRIVATE ROAD EXTENSION AND NEW EXISTING CUL-DE-SAC HEAD PROPOSED GRAVITY SEWER MAIN
EXTENSION. REFER DRAWING 9.0m RADIUS CUL-DE-SAC HEAD. REFER DRAWING TO BE RETAINED. AND DISCHARGE MANHOLE. REFER
P06 FOR DETAILS. P03 FOR DETAILS. DRAWING P06 FOR DETAILS.
01M
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‘TRILLER COUR
VEGETATED COVENANT
TI PROPOSED EXTENSION PROPOSED LOW PRESSURE
| TO ACCESS AND SEWER MAIN. REFER DRAWING |
| SERVICES EASEMENT. ' P06 FOR DETAILS.
\ / 9 i] I 8
L 23801m? 1354m? | 4 \ :
J i | 1145m* EXISTING RESIDENTIAL SUBDIVISION. |
Ti apes moe I | | REFER COUNCIL REFERENCE NUMBER
Cee wenn J iI | il) 7 2007/0928 (SCRC) FOR DETAILS |
S i | he 3 | 2 | 1
a & SP 320405 SP 320405 | SP 320405
BUSHFIRE SETBACK 4
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NCr rT 7 | | |
Sp | |
BUSHFIRE SETBACK t a a
EXISTING TELECOMMUNICATIONS TO BE REMOVED IN CONJUNCTION WITH EXISTING DAM TO BE DRAINED, DESILTED
DEVELOPMENT WORKS. REFER TO ELECTRICAL CONSULTANTS PLANS FOR AND FILLED. DETAILS TO BE PROVIDED AS
DETAILS OF PRPPOSED ELECTRICAL/TELECOMMUNICATIONS SERVICES. PART OF FUTURE OPW APPLICATIONS.
|
LEGEND
| — @ —BIOH— — — __ EXISTING OVERHEAD ELECTRICAL & POLE
| —-“h---—— — EXISTING EDGE OF PAVEMENT
— — —Wwtoo— — — __ EXISTING WATER RETICULATION (DN100)
— — —S160— — — __ EXISTING GRAVITY SEWER (DN160)
| — — —T— —— _ EXISTING TELECOMMUNICATIONS.
| —> —> —> —> — _ EXISTING SWALE DRAIN
‘W100- PROPOSED WATER RETICULATION (DN100)
$150 PROPOSED GRAVITY SEWER (DN150)
| LPS PROPOSED PRESSURE SEWER
[ PROPOSED AC PAVEMENT
| [| PROPOSED CONCRETE DRIVEWAY
| 0 10 20 30 40 50m
| SCALE 1:500 A1, 1:1000 A3
REV DATE DESCRIPTION BY HKD, PROJECT: DRAWING TITLE:
» ov sash aaes PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY DEVELOPMENT WALSH
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CONSULTING J 4 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558 FOR APPROVAL Tis plan Copyright. Other than forthe purposes of and sul DRAWING No: C6361/22/P02 REVISION
E N G | N E E RS A.B.N. 39 611 482 716 of it may in any form or by any means (electronic, mechanic
NOT FOR CONSTRUCTION fal system or transmitted without the , SHEET: 2 of 8
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Section 19
PROPOSED 9.0m RADIUS | PROPOSED PRIVATE ROAD EXTENSION EXISTING CROSSOVER TO EXISTING CUL-DE-SAC HEAD
/ CUL-DE-SAC HEAD CONSTRUCT 6.0m WIDE CARRIAGEWAY BE RETAINED TO SERVICE TO BE RETAINED.
/ TO NSC MINIMUM STANDARDS. PROPOSED LOT 4.
PROPOSED CONCRETE CROSSOVER I a = __
AND CONCRETE DRIVEWAY TO “Ht 2 tT
service LOT9. ~H S
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TRILLER COURT ROAD RESERVE WIDTH = 20.0m
7.3m 6.0m ____SWALEDRAIN WIDTH VARIES LOT 7 on SP208259
WIDTH = 2.5m
RP.BDY
TRILLER COURT ROAD EXTENSION - TYPICAL SECTION
SCALE 1:50 (A1) 1:100 (A3)
|
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NEW ASPHALTIC PAVEMENT TO TIE NEATLY |
INTO EXISTING PAVEMENT. REINSTATE ALL. |
DAMAGED KERB AND CHANNEL. |
|
|
EXISTING RESIDENTIAL SUBDIVISION
REFER COUNCIL REFERENCE NUMBER
2007/0928 (SCRC) FOR DETAILS
3 | 2 | 1 |
SP 320405 | SP 320405 | SP 320405 |
|
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LEGEND
— @ —E§IOH- — — __ EXISTING OVERHEAD ELECTRICAL & POLE
—-“---+—— — EXISTING EDGE OF PAVEMENT
EXISTING WATER RETICULATION (DN100)
EXISTING GRAVITY SEWER (DN160)
EXISTING TELECOMMUNICATIONS
EXISTING SWALE DRAIN
PROPOSED WATER RETICULATION (DN100)
PROPOSED GRAVITY SEWER (DN150)
PROPOSED PRESSURE SEWER
PROPOSED AC PAVEMENT
PROPOSED CONCRETE DRIVEWAY
0 10 20 30 40 50m
SCALE 1:500 A1, 1:1000 A3
wa oe DESORPTION a Prone SWING TIT
> orsaa3 aaca PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY ROADWORKS YALSH
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W walsheng.net.au DIRECTOR APPROVAL ENGINEER
CONSULTING J 4 15/72 Wises Road, Maroochydore Q 4558 bids banda for | LOVE POMONA PTY LTD
PO Box 5512, Maroochydore BC Q 4558 his plan is Copy than ‘sof and :
ENGINEERS | aan. 39611482 716 FOR APPROVAL lay om ray reas eee met DRAWING No: C6361/22/PO3 REVISION
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Section 20
NOTE - REFER TO TRAFFIC ENGINEERING REPORT , PREPARED BY HAYES TRAFFIC ENGINEERING FOR SUPPORTING INFORMATION AND RESPONSE TO. DEPARTMENT OF TRANSPORT AND MAIN ROADS APPROVAL CONDITIONS. wel OL ae eet " age eT A ' ms "ahaa | Ake ee nes In ® rT iT] am we eae my 1 ST ma > i TOE Uns os Cou cl oid sola ACCORDANCE WITH THE MANUAL OF-UNIFORM TRAFFIC CONTROL DEVICES - PART 2, SECTION 4.6/7 - HAZARD| MARKERS - FIGURE|C: aed a re 7 i | ee ( , it i m ih ae ec my ACCORDANCE WITH AUSTROADS PROPOSED BAR TREATMENT IN ACCORDANCE WITH'AUSTROADS - : oy ch Me SAT Ny eu) EI ih nT GUIDE /TO ROAD DESIGN PART/4A,, SECTION 7.5.1 - URBAN BASIC LEFT TURN TREAMMENTWFIGURE 8.2, a | i RIGHT TURN TREATMENT -\FIGURE 7.6. on Mea ee bmg \ an LEGEND i i | — @ —EOH- — — OAR Marat tetocee Us | @ —EI0H EXISTING OVERHEAD ELECTRICAL & POLE ry cd I" AS REQUIRED, EXISTING EDGE OF PAVEMENT ia) EXISTING SWALE DRAIN —-+---+-— PROPOSED EDGE OF PAVEMENT yy PROPOSED PAVEMENT WIDENING EXISTING ROBG AND CONCRETE HEADWALL. SCALE 1:250 A1, 1:500 A3- REV PROJECT: DRAWING TITLE: WA H PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY EXTERNAL ROADWORKS P 075443 4443 E [email protected] . . .. | at 7 TRILLER COURT, POMONA LAYOUT PLAN CONSULTING CONSULTING | # 2572 wees Road, Maroochydore a4sse * | for | LOVE POMONA PTY LTD ov PO Box 5512, Maroochydore BC Q. 4558 ‘© This planis Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no ENGINEERS ABN. 39611482716 part oft may in any form or by any means (electronic, mechanical, micro copying, photo-copyin, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consuking Engineer. Al intelectual progery remains within Walsh Consulting Engineer, All enquiries shouldbe directed to Walsh Consulting Engineers.
Section 21
/ J
i /
/ Z
EXISTING WELL-DEFINED GULLY. REFER TO
DRAWING P08 FOR FLOW CALCULATIONS
100 DIA GROUTED ROCK PITCHING (300mm THICK) a
ON GEOFABRIC. FLOW DISSIPATION AND SCOUR 2
PAD TO EXTEND TO EXISTING GULLY. oa
/
SWALE DRAIN.
_-~~~’PROPOSED 2.5m WIDE TURFED ONE-WAY CROSSFALL PAVEMENT. S~. (2s. EXISTING SWALE DRAIN
aa SWALE DRAIN. REFER DETAIL DIRECT STORMWATER RUNOFF TO \_---" 1) TO BE RETAINED
“ AND CALCULATIONS. -
1 /
I
/ oe
op
BUSHFIRE SETBACK
| a a REFER TO DRAWING P07 FOR DETAILS OF EXISTING} o
| aan VEGETATED COVENANT ~~ GULLY AND STORMWATER FLOW CALCULATIONS. _ “
q LEGEND
— @ —EIOH— — — __ EXISTING OVERHEAD ELECTRICAL & POLE
. —----+-— EXISTING EDGE OF PAVEMENT
;
Y SWALE DRAIN FLOW CAPACITY CALCULATIONS — — —wtoo— — — __ EXISTING WATER RETICULATION (DN100)
a Q100 FLOW - CMT 0.364Ha
GULLY LONGITUDINAL GRADE = 7.6% — — —S160— — — __ EXISTING GRAVITY SEWER (DN160)
MANNING'S EQN ———T——— _ EXISTING TELECOMMUNICATIONS
ie FLOW AREA = 0.173m?
_ a yi WETTED PERIMETER = 1.518m —> —> —> —> — _ EXISTING SWALE DRAIN
TN » C ROUGHNESS = 0.045 (UNMAINTAINED TURF) wro0- PROPOSED WATER RETICULATION (DN100)
a « “ FLOW DEPTH = 0.24m 2.50m
aA -N VELOCITY=1.45m/s --—-— =--™r™|:- S150 PROPOSED GRAVITY SEWER (DN150)
CAPACITY @ FLOW DEPTH = 0.24m*/s . LPS PROPOSED PRESSURE SEWER
CAPACITY @ MAX DEPTH = 1.11m*%s — DIRECTION OF FLOW
(1% AEP EVENT) [7 PROPOSED AC PAVEMENT
Le PROPOSED CONCRETE DRIVEWAY
we SWALE DRAIN - TYPICAL SECTION L_]
. SCALE 1 : 20 (A1); 1: 40 (A3) ; » * ° “ sm
oes SCALE 1:500 A1, 1:1000 A3
REV | DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
> orsaaa aass PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY STORMWATER WALSH
E engineers@walshengnetau = (<a (ae! | cee eee at 7 TRILLER COURT, POMONA LAYOUT PLAN CONSULTING
W walsheng.net.au DIRECTOR APPROVAL ENGINEERS
CONSULTING J 4 15/72 Wises Road, Maroochydore 0.4558 rea 4665 for | LOVE POMONA PTY LTD
PO Box 5512, Maroochydore BC Q. 4558 This Copyright. Other than fc ss of and :
ENGINEERS AB.N. 39 611 482 716 FOR APPROVAL ofitmayin oy fro: by any means (een, meron DRAWING No: C6361/22/P05 REVISION
COUNCIL REFERENCE: SHEET: 5 of 8
FILENAME : C836-2-P05.cng -DATE: 1915722-4:10pm
Al Sheet Size J Design: Mvc__[Drawn:EPW _[Date: MAY 2022
Section 22
2
—
4 4
a a
aes
a“ - —
+ a
_— ~
- 4
L 4
- _-
- -
L= 2
2 4
ao _o
oe
a
4 a
a
a
a
Zo
Z
Zo
a
4
a
a“
Z
a
1.0m UNO.
—
LPS LPS
&
EXTENT OF Nn RP BOUNDARY ——
CONSTRUCTION = Hy
B aN
=
2 |
& [|e
: 8
YY 2
| 1.5m
PRIVATE CONNECTION AND
INTERNAL PLUMBING IN
ACCORDANCE WITH
SEW-PSS-1101-1 AND AS3500.2.
mm
END OF LINE FLUSHING POINT IN
ACCORDANCE WITH SEW-PSS-1007-1
PROPOSED 100% WATER MAIN TO PUMP AND HOLDING TANK INSTALLED IN
LOOP AROUND CUL-DE-SAC HEAD IN ACCORDANCE WITH SEQ-PSS-1101-1 AND
ACCORDANCE WITH UW GUIDELINES. MANUFACTURERS SPECIFICATIONS.
r = = ==
ew
PROPOSED LPS MANHOLE TO BE CONNECTED INTO
NEW DISCHARGE MANHOLE AND 1508 GRAVITY LINE.
REFER DETAIL.
as
OM ;
INSTALL BOUNDARY KIT IN CONJUNCTION
WITH BUILDING WORKS - REFER SEW
SEQ-PSS-1102-1 AND TYPICAL DETAIL.
1 7
3 2 1
SP 320405 SP 320405 SP 320405
EXISTING TELECOMMUNICATIONS TO BE REMOVED IN CONJUNCTION WITH
DEVELOPMENT WORKS. REFER TO ELECTRICAL CONSULTANTS PLANS FOR
DETAILS OF PROPOSED ELECTRICAL/TELECOMMUNICATIONS SERVICES.
PROPERTY ISOLATION VALVE AND BOX IN ACCORDANCE WITH
SEQ DRAWINGS SEQ-PSS-1101-1 AND SEQ-PSS-1005-1 SLT.BC
TERMINATE WITH A TREADED CAP. LOCATION TO BE MARKED >= ¥
WITH A DETECTABLE MARKER TAPE SECURED TO THE LAST aq
FITTING AND TERMINATED ABOVE GROUND. 10508 10508 F
rs PROPOSED : in
PE LINED = j
DN50 DN50 MANHOLE z | |
ISOLATION LOW PRESSURE ]
PROPERTY BOUNDARY KIT VALVE SEWER EXISTING
REFER STD DRAWING GRAVITY <
SEQ-PSS-1102-1 iTpc(_)MAIN
oa
a
DISCHARGE MANHOLE 3/A MANHOLE 1/A OVER
LEGEND
— @ —EOH- — —
— — -wioo- — —
— — -siso— — —
EXISTING OVERHEAD ELECTRICAL & POLE
EXISTING EDGE OF PAVEMENT
EXISTING WATER RETICULATION (DN100)
EXISTING GRAVITY SEWER (DN160)
EXISTING TELECOMMUNICATIONS.
EXISTING SWALE DRAIN
PROPOSED WATER RETICULATION (DN100)
PROPOSED WATER METER
PROPOSED GRAVITY SEWER (DN150)
PROPOSED PRESSURE SEWER
nS EXISTING LINE [A] rrorose0 1 avenent
TO BE READ IN CONJUNCTION —_ NTS.
TYPICAL CONNECTION TO SEWER WITH STANDARD DRAWING [| PROPOSED CONCRETE DRIVEWAY
SEQ-SPS-1406-1.
BOUNDARY KIT_ 0 00m
SCALE 1:1000 A1, 1:2000 A3
a DESCHPTION a a PROIECT: ORAWNG TIE
> orsaa3 aaca PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY SERVICES WALSH
E engineers@walshengnetau = (<a (ae! | cee eee at 7 TRILLER COURT, POMONA LAYOUT PLAN CONSULTING
Ww walsheng net.au ° DIRECTOR APPROVAL for | LOVE POMONA PTY LTD ENGINEERS
CONSULTING J 4 15/72 Wises Road, Maroochydore Q 4558 bids banda
~ PO Box 5512, Maroochydore BC Q 4558 his pian is Copy than f sof and ;
ENGINEERS | aan. 39611482716 FOR APPROVAL tit rayin ay em 24 nets ese neon DRAWING No: C6361/22/P06 REVISION
NOT FOR CONSTRUCTION jal system or transmitted without the a
FLENAVE {0696122 PORGWg-DATE: 19522 58pm Al Sheet Size J Design: MVC [Drawn: PW Date: MAY 2022 within Walsh Consulting Engineers ll enquiries should be directed to Wals COUNCIL REFERENCE: SHEET: 6 of 8
Section 23
PAN EcLI ew ems
an
;
My
y i
aint
(
1
TES
{IRI SSS
H NSN
uth
iT
LEGEND
[ SUBJECT SITE
CMT 1 CATCHMENT LABEL
99.908Ha
>>
EXISTING CATCHMENT BOUNDARY
STORMWATER FLOWPATH
DISCHARGE CALCULATIONS
SCENARIO CATCHMENT | CATCHMENT
AREA
(Ha)
FRACTION
IMPERVIOUS.
TIME OF
CONCENTRATION
(%) (min) (
1% AEP
DISCHARGE | FLOW DEPTH
(m*s) (m)
ito | cto} Fy} cy} ly
(mm)
PRE-DEVELOPED CMT 1 99.908
27 48
0.666} 1.2 | 0.80] 110 24.425 1.2208
POST-DEVELOPED CMT 1 99.908
28 48
0.667) 1.2 | 0.80] 110 24.434 4.2210
REFERENCE - CHAPTER 4 of QUDM - RATIONAL METHOD
OVERLAND FLOW CAPACITY CALCULATIONS
Q100 OVERLAND FLOW
GULLY LONGITUDINAL GRADE = 2.0%
MANNING'S EQN
FLOW AREA = 35.581m?
WETTED PERIMETER = 49.559m
ROUGHNESS = 0.15
FLOW DEPTH = 1.2208m
Nx WATER DEPTH = 1.2208m (1% AEP)
CATCHMENT 1 OVERLAND FLOW PATH SECTION - PRE-DEVELOPED
Scale 1:100 @ A1
CAPACITY @ FLOW DEPTH = 24.425m"/s
CAPACITY @ MAX DEPTH = 47.53m"/s
V=0.73m/s
OVERLAND FLOW CAPACITY CALCULATIONS.
Q100 OVERLAND FLOW
GULLY LONGITUDINAL GRADE = 2.0%
MANNING'S EQN
FLOW AREA = 33.591m?
WETTED PERIMETER = 49.571m
\ we WATER DEPTH = 1.2210m (1% AEP)
_\ CATCHMENT 1 OVERLAND FLOW PATH SECTION - POST-DEVELOPED
YT Scale 1:100 @ At
ROUGHNESS = 0.15
FLOW DEPTH = 1.2210m
CAPACITY @ FLOW DEPTH = 24.433m"/s
CAPACITY @ MAX DEPTH = 47.53m‘/s
V=0.73m/s
0 50 100 150 200 250m
Ef
SCALE 1:2500 A1, 15000 A3
VWALSH
CONSULTING
ENGINEERS
P 075443 4443
E [email protected]
W walsheng,net.au
A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716
Rev | DATE
DESCRIPTION
BY CHKD PROJECT:
PROPOSED RESIDENTIAL SUBDIVISION
DRAWING TITLE:
PRELIMINARY STORMWATER
YVALSH
FILENAME :C836'-22-PO7.dug- DATE : 20172 10:33am
to Walsh Consulting Engineers.
Al Sheet Sie [Design mvc [Drawn Bw [Date: MAY 2022 cual prozery remains within Wals Consulting Engineers. Al enquires shoud e di
beeteeeeeceeee es at 7 TRILLER COURT, POMONA CATCHMENT PLAN CONSULTING
DIRECTOR APPROVAL 3
pea A665 for | LOVE POMONA PTY LTD SHEET 1 ENGINEERS
FOR APPROVAL © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no ff! DRAWING No: C6361/22/P07 REVISION
aft may in any form or by any means (electronic, mechanical, mier copying, photocopying, recording o oterwis
NOT FOR CONSTRUCTION ‘oduced, stored ina retrieval system or transmitted without the prior written permission of Welsh Consulting Engingers ll
COUNCIL REFERENCE: SHEET: 7 of 8
Section 24
LEGEND
LJ
CMT 1
99.908Ha
SUBJECT SITE
CATCHMENT LABEL.
>>
EXISTING CATCHMENT BOUNDARY
STORMWATER FLOWPATH
DISCHARGE CALCULATIONS
SCENARIO CATCHMENT | CATCHMENT
AREA
(Ha)
AMT 1 ~~
99.908Ha
FRACTION
IMPERVIOUS
TIME OF
CONCENTRATION
(min)
io | cio} Fy] cy] ly | 1% AEP
DISCHARGE
(m*/s)
FLOW DEPTH
(%) (mm) (mm) (m)
PRE-DEVELOPED CMT 2 5.243
0 19 65.2 | 0.660} 1.2 |0.79) 178 2.05 0.779
POST-DEVELOPED CMT 2 5.243
6 19 65.2 | 0.675] 1.2 | 0.81) 178 2.10 0.788
REFERENCE - CHAPTER 4 of QUDM - RATIONAL METHOD
OVERLAND FLOW CAPACITY CALCULATIONS,
Q100 OVERLAND FLOW
GULLY LONGITUDINAL GRADE = 4.0%
MANNING'S EQN
FLOW AREA = 2.605m?
WETTED PERIMETER = 5.752m
ROUGHNESS = 0.15
FLOW DEPTH = 0.779m
CAPACITY @ FLOW DEPTH = 2.05m‘/s
CAPACITY @ MAX DEPTH = 11.61m*/s
V=0.79m/s
MAX WATER DEPTH = 0.779m (1% AEP)
CATCHMENT 2 OVERLAND FLOW PATH SECTION - PRE-DEVELOPED
Scale 1:100 @ A1
OVERLAND FLOW CAPACITY CALCULATIONS
Q100 OVERLAND FLOW
GULLY LONGITUDINAL GRADE = 4.0%
MANNING'S EQN
FLOW AREA = 2.655m?
WETTED PERIMETER = 5.797m
ROUGHNESS = 0.15
FLOW DEPTH = 0.788m
CAPACITY @ FLOW DEPTH = 2.10m%/s
CAPACITY @ MAX DEPTH = 11.61m*/s
V=0.79m/s
Nx WATER DEPTH = 0.788m (1% AEP)
B \ CATCHMENT 2 OVERLAND FLOW PATH SECTION - POST-DEVELOPED
- Scale 1:100 @ A1
0 20 40 60 80 100m
Ef
SCALE 1:1000 A1, 1:2000 A3
WALSH
CONSULTING
ENGINEERS
>emv
REV | DATE DESCRIPTION BY CHKD PROJECT:
PROPOSED RESIDENTIAL SUBDIVISION
at 7 TRILLER COURT, POMONA
for | LOVE POMONA PTY LTD
07 5443 4443
[email protected]
walsheng.net.au
15/72 Wises Road, Maroochydore Q 4558
DIRECTOR APPROVAL
RPEQ- 4665
DRAWING TITLE:
PRELIMINARY STORMWATER
CATCHMENT PLAN
SHEET 2
YVALSH
CONSULTING
ENGINEERS
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716
FOR APPROVAL
This plan is Copyright. Other than forthe purposes of and su
of it may in ay form or by any means (electronic, mechani
DRAWING No: C6361/22/P08
REVISION
NOT FOR CONSTRUCTION
[Drawn:BwmM — [Date: may 2022
a system or transmitted without the te
is within Walsh Consulting Engineers, all enquiies should be directed to Wels
FILENAME : 0596-2208 dug -DATE 205122 1035am Al Sheet Size J Design: MVC
COUNCIL REFERENCE: SHEET: 8 of 8
Section 25
Flood Map
Section 26
Land Parcels
Lot 4
Plan SP320405
Property ID 501688
Property Name
Lot Area 36485.54
Address 7 Triller Crt,
POMONA QLD 4568
Noosa Shire Council does not warrant the accuracy of information in this publication and any person using or relying 10/05/2022
upon such information does so on the basis that Noosa Shire Council shall bear no responsibility or liability
7 Triller Court, Pomona - Flood
whatsoever for any errors, faults, defects or omissions in the information. Map
1:4514
Section 27
Rational Method Calculations
Section 28
Rational Calculations ‐ Catchment 1
Reference ‐ Chapter 4 QUDM.
Job Name. Triller Court CATCHMENT INFORMATION
Job No. C6361 LOCAL AUTHORITY NSC
Date 9/05/2022 IFD INFORMATION Noosa
Designed BWM 10% AEP 60min 65.2
Checked MVC
EXISTING TIME OF CONCENTRATION DEVELOPED TIME OF CONCENTRATION COEFFICIENT OF RUNOFF
Sub‐Catchment Area (Ha) Fraction Impervious (%) Runoff Coefficients
Std Inlet Time Std Inlet Time CMT No. Pre Catch Post Catch Existing Developed Existing Developed
1 99.908 99.908 2.7 2.8 0.6668 0.6670
2
Slope (%) 24.0 Slope (%) 3
SHEET FLOW
SHEET FLOW
Flow Length (m) 50.0 Flow Length (m) 4
Horton's 'n' 0.035 Horton's 'n' 5
Flow Time (min) 7 Flow Time (min) Total 99.908 99.908 2.7 2.8 0.67 0.67
PEAK DISCHARGE CALCULATIONS
CHANNEL FLOW
Flow Length (m) 148.0 PIPED FLOW Flow Length (m) Rainfall (mm/hr) Coefficient of Runoff Peak Discharge (m³/s)
Fall (m) 26.0 Fall (m) AEP Existing Developed Existing Developed Existing Developed Difference (%)
Flow Time (min) 1.0 Flow Time (min) 63% 41.5 41.5 0.53 0.53 6.14 6.15 0.04%
Multiplier ∆ 3 Multiplier ∆ 39% 52 52 0.57 0.57 8.18 8.18 0.04%
Flow Time (min) 3.0 Flow Time (min) 18% 64.7 64.7 0.63 0.63 11.37 11.38 0.04%
10% 74.5 74.5 0.67 0.67 13.79 13.79 0.04%
5% 85.3 85.3 0.70 0.70 16.57 16.58 0.04%
CHANNEL FLOW
Flow Length (m) 203.0 Flow Length (m) 2% 99.5 99.5 0.77 0.77 21.17 21.18 0.04%
KERB FLOW
Fall (m) 15.0 Fall (m) 1% 110 110 0.80 0.80 24.425 24.434 0.04%
Flow Time (min) 1.3 Flow Time (min)
Multiplier ∆ 3 Multiplier ∆ MANNING'S CALCULATIONS ‐ Pre Developed
Flow Time (min) 3.9 Flow Time (min) Scenario Area Perimeter Radius 'n' Slope Velocity Discharge
Pre 33.581 49.559 0.678 0.15 2.0 0.73 24.425
CHANNEL FLOW
CHANNEL FLOW
Flow Length (m) 250.0 Flow Length (m)
Fall (m) 13.0 Fall (m) MANNING'S CALCULATIONS ‐ Post Developed
Flow Time (min) 1.8 Flow Time (min) Scenario Area Perimeter Radius 'n' Slope Velocity Discharge
Multiplier ∆ 3 Multiplier ∆ Post 33.591 49.571 0.678 0.15 2.0 0.73 24.433
Flow Time (min) 5.4 Flow Time (min)
MANNING'S CALCULATIONS ‐ Max Depth
Total 0 Scenario Area Perimeter Radius 'n' Slope Velocity Discharge
CHANNEL FLOW
Flow Length (m) 575.0 Post 64.492 93.314 0.691 0.15 2.0 0.74 47.53
Fall (m) 12.0
Flow Time (min) 5.0
Multiplier ∆ 3
Flow Time (min) 15.0
CHANNEL FLOW
Flow Length (m) 865.0
Fall (m) 13.0
Flow Time (min) 7.0
Multiplier ∆ 3
Flow Time (min) 21.0
Total 48
Section 29
Rational Calculations ‐ Catchment 2
Reference ‐ Chapter 4 QUDM.
Job Name. Triller Court CATCHMENT INFORMATION
Job No. C6361 LOCAL AUTHORITY NSC
Date 9/05/2022 IFD INFORMATION Noosa
Designed BWM 10% AEP 60min 65.2
Checked MVC
EXISTING TIME OF CONCENTRATION DEVELOPED TIME OF CONCENTRATION COEFFICIENT OF RUNOFF
Sub‐Catchment Area (Ha) Fraction Impervious (%) Runoff Coefficients
Std Inlet Time Std Inlet Time CMT No. Pre Catch Post Catch Existing Developed Existing Developed
1 5.243 5.243 0 6 0.66 0.68
2
Slope (%) 6.0 Slope (%) 3
SHEET FLOW
SHEET FLOW
Flow Length (m) 50.0 Flow Length (m) 4
Horton's 'n' 0.035 Horton's 'n' 5
Flow Time (min) 10 Flow Time (min) Total 5.243 5.243 0 6 0.66 0.68
PEAK DISCHARGE CALCULATIONS
CHANNEL FLOW
Flow Length (m) 134.0 Flow Length (m) Rainfall (mm/hr) Coefficient of Runoff Peak Discharge (m³/s)
PIPED FLOW
Fall (m) 19.0 Fall (m) AEP Existing Developed Existing Developed Existing Developed Difference (%)
Flow Time (min) 0.8 Flow Time (min) 63% 70 70 0.53 0.54 0.54 0.55 2.3%
Multiplier ∆ 3 Multiplier ∆ 39% 87.7 87.7 0.56 0.57 0.72 0.73 2.3%
Flow Time (min) 2.4 Flow Time (min) 18% 108 108 0.63 0.64 0.99 1.01 2.3%
10% 124 124 0.66 0.68 1.19 1.22 2.3%
5% 141 141 0.69 0.71 1.42 1.46 2.3%
CHANNEL FLOW
Flow Length (m) 140.0 Flow Length (m) 2% 162 162 0.76 0.78 1.79 1.83 2.3%
KERB FLOW
Fall (m) 15.0 Fall (m) 1% 178 178 0.79 0.81 2.05 2.10 2.3%
Flow Time (min) 0.9 Flow Time (min)
Multiplier ∆ 3 Multiplier ∆ MANNING'S CALCULATIONS ‐ Pre Developed
Flow Time (min) 2.7 Flow Time (min) Scenario Area Perimeter Radius 'n' Slope Velocity Discharge
Pre 2.605 5.752 0.453 0.15 4.0 0.79 2.05
CHANNEL FLOW
CHANNEL FLOW
Flow Length (m) 170.0 Flow Length (m)
Fall (m) 9.0 Fall (m) MANNING'S CALCULATIONS ‐ Post Developed
Flow Time (min) 1.3 Flow Time (min) Scenario Area Perimeter Radius 'n' Slope Velocity Discharge
Multiplier ∆ 3 Multiplier ∆ Post 2.655 5.797 0.458 0.15 4.0 0.79 2.10
Flow Time (min) 3.9 Flow Time (min)
MANNING'S CALCULATIONS ‐ Max Depth
Total Scenario Area Perimeter Radius 'n' Slope Velocity Discharge
CHANNEL FLOW
Flow Length (m) Post 9.102 9.731 0.935 0.15 4.0 1.28 11.61
Fall (m)
Flow Time (min)
Multiplier ∆ 3
Flow Time (min) 0.0
Total 19
Section 30
Rational Calculations ‐ Swale Drain
Reference ‐ Chapter 4 QUDM.
Job Name. Triller Court CATCHMENT INFORMATION
Job No. C6361 LOCAL AUTHORITY NSC
Date 9/05/2022 IFD INFORMATION Noosa
Designed BWM 10% AEP 60min 65.2
Checked MVC
EXISTING TIME OF CONCENTRATION DEVELOPED TIME OF CONCENTRATION COEFFICIENT OF RUNOFF
Sub‐Catchment Area (Ha) Fraction Impervious (%) Runoff Coefficients
Std Inlet Time Std Inlet Time 5.0 CMT No. Pre Catch Post Catch Existing Developed Existing Developed
1 0.364 60 0.80
2
Slope (%) Slope (%) 3
SHEET FLOW
SHEET FLOW
Flow Length (m) Flow Length (m) 4
Horton's 'n' Horton's 'n' 5
Flow Time (min) Flow Time (min) Total 0.364 60 0.80
PEAK DISCHARGE CALCULATIONS
CHANNEL FLOW
Flow Length (m) Flow Length (m) Rainfall (mm/hr) Coefficient of Runoff Peak Discharge (m³/s)
PIPED FLOW
Fall (m) Fall (m) AEP Existing Developed Existing Developed Existing Developed
Flow Time (min) Flow Time (min) 63% 95.8 0.64 0.06
Multiplier ∆ Multiplier ∆ 39% 120 0.68 0.08
Flow Time (min) Flow Time (min) 0.0 18% 149 0.76 0.11
10% 170 0.80 0.14
5% 193 0.84 0.16
CHANNEL FLOW
Flow Length (m) Flow Length (m) 2% 223 0.92 0.21
KERB FLOW
Fall (m) Fall (m) 1% 245 0.96 0.24
Flow Time (min) Flow Time (min)
Multiplier ∆ Multiplier ∆
Flow Time (min) Flow Time (min) 0.0
CHANNEL FLOW
CHANNEL FLOW
Flow Length (m) Flow Length (m) 130.0
Fall (m) Fall (m) 10.0
Flow Time (min) Flow Time (min) 1.0
Multiplier ∆ Multiplier ∆ 4
Flow Time (min) Flow Time (min) 4.0
Total 9
CHANNEL FLOW
Flow Length (m)
Fall (m)
Flow Time (min)
Multiplier ∆
Flow Time (min)
Total
Section 31
IFD Data
Section 32
Australian Government os = oie mem Cocceae Location Label: Pomona Latitude: -26.371 [Nearest grid cell: 26.3625 (S)] Longitude:152.8505 [Nearest grid cell: 152.8625 (E)] Very Frequent Design Rainfall Intensity (mm/h) Issued: 19 May 2022 Rainfall intensity for Durations, Exceedance per Year (EY), and Annual Exceedance Probabilities (AEP). FAQ for New ARR probability terminology Exceedance per Year (EY) Duration 12EY 6EY 4EY 3EY 2EY 1EY O.5EY# | 0.2EY* 68.7 78.6 95.7 108 125 155 195 241 59.0 67.1 81.1 91.1 105 130 163 203 54.6 62.5 76.0 85.7 99.3 123 153 191 51.2 58.9 72.2 81.5 94.8 117 147 183 48.3 55.8 68.7 77.8 90.6 112 141 175 41.5 48.3 60.1 68.3 79.9 99.5 125 154 39.6 46.3 57.6 65.6 76.8 95.8 120 149 38.0 44.4 55.4 63.1 74.0 92.3 116 143 33.8 39.7 49.6 56.7 66.6 83.3 104 129 31.6 37.1 46.5 53.1 62.4 78.3 98.1 121 28.0 32.9 41.3 47.2 55.7 70.0 87.7 108 27.2 32.0 40.2 46.0 54.2 68.3 85.5 106 24.0 28.2 35.5 40.7 48.1 60.7 76.1 94.1 21.6 25.4 31.9 36.6 43.3 54.9 68.7 85.1 16.8 19.7 24.8 28.5 33.8 43.2 54.1 67.2 13.9 16.3 20.6 23.7 28.1 36.1 45.2 56.5 1.5 hour 10.6 12.4 15.7 18.1 21.6 27.9 35.0 44.0 2 hour 8.68 10.2 12.9 14.9 17.8 23.2 29.1 36.9 3 hour 6.59 7.74 9.81 11.4 13.7 17.9 22.6 28.9 4.5 hour 5.01 5.90 7.51 8.71 10.5 13.9 17.6 22.8 6 hour 4.14 4.88 6.23 7.25 8.77 11.7 14.9 19.4 9 hour 3.18 3.76 4.81 5.61 6.82 9.13 11.7 15.5 12 hour 2.65 3.13 4.02 4.69 5.72 7.69 9.92 13.2 18 hour 2.04 2.42 3.11 3.64 4.45 6.03 7.82 10.6 Note: # The 0.5 EY design rainfall corresponds to the 2 year Average Recurrence Interval (ARI) IFD not the 50% AEP IFD. * The 0.2 EY design rainfall corresponds to the 5 year Average Recurrence Interval (ARI) IFD not the 20% AEP IFD.
Section 33
Australian Government os = oie mem Cocceae Location Label: Pomona Latitude: -26.371 [Nearest grid cell: 26.3625 (S)] Longitude:152.8505 [Nearest grid cell: 152.8625 (E)] IFD Design Rainfall Intensity (mm/h) Issued: 19 May 2022 Rainfall intensity for Durations, Exceedance per Year (EY), and Annual Exceedance Probabilities (AEP). FAQ for New ARR probability terminology Annual Exceedance Probability (AEP) Duration 63.2% | 50%# | 20%* 10% 5% 2% 1% 155 175 237 277 315 364 401 130 147 199 235 271 319 357 123 138 187 221 254 298 332 117 132 179 210 241 281 312 112 127 171 201 230 267 295 99.5 112 151 177 201 232 255 95.8 108 146 170 193 223 245 92.3 104 140 164 186 214 235 83.3 94.1 127 148 168 193 211 78.3 88.4 119 139 157 181 199 70.0 79.0 106 124 141 162 178 68.3 77.0 104 121 137 158 174 60.7 68.5 92.3 108 123 142 156 54.9 61.9 83.5 97.7 111 129 142 45 min 43.2 48.7 65.9 77.4 88.6 103 114 1 hour 36.1 40.7 55.3 65.2 74.9 87.7 97.5 1.5 hour 27.9 31.5 43.1 51.1 59.0 69.5 77.7 2 hour 23.2 26.3 36.1 43.0 49.8 59.0 66.1 3 hour 17.9 20.4 28.3 33.9 39.4 47.0 52.9 4.5 hour 13.9 15.9 22.4 26.9 31.5 37.7 42.6 6 hour 11.7 13.4 19.0 23.0 26.9 32.4 36.7 9 hour 9.13 10.6 15.2 18.5 21.8 26.3 29.8 12 hour 7.69 8.94 13.0 15.8 18.7 22.7 25.9 18 hour 6.03 7.05 10.4 12.7 15.1 18.5 21.1 Note: # The 50% AEP IFD does not correspond to the 2 year Average Recurrence Interval (ARI) IFD. Rather it corresponds to the 1.44 ARI. * The 20% AEP IFD does not correspond to the 5 year Average Recurrence Interval (ARI) IFD. Rather it corresponds to the 4.48 ARI.
Section 34
Dial Before You Dig Enquiry
Section 35
Phone: 1100
Job No 31900954 www.1100.com.au
Caller Details
Contact: Emmet Walsh Caller Id: 3088062 Phone: 0401 977 067
Company: Not supplied
Address: 87a Dixon Road
Email: [email protected]
Buderim QLD 4556
Dig Site and Enquiry Details
WARNING:The map below only displays the location of the proposed dig site and does not display any asset owners' pipe or cables. The area highlighted
has been used only to identify the participating asset owners, who will send information to you directly.
User Reference: 39 Reserve Street
Working on Behalf of: Private
Enquiry Date: Start Date: End Date:
08/05/2022 17/05/2022 31/05/2022
Address:
39 Reserve Street
Pomona QLD 4568
Job Purpose: Onsite Activities:
Excavation Subdivision
Location of Workplace: Location in Road:
Both Road, Nature Strip
Check that the location of the dig site is correct. If not you must submit a new enquiry.
Should the scope of works change, or plan validity dates expire, you must submit a new
enquiry.
Do NOT dig without plans. Safe excavation is your responsibility. If you do not understand the
plans or how to proceed safely, please contact the relevant asset owners.
Notes/Description of Works:
Not supplied
Your Responsibilities and Duty of Care
The lodgement of an enquiry does not authorise the project to commence. You must obtain all necessary information from any and all likely impacted
asset owners prior to excavation.
If plans are not received within 2 working days, contact the asset owners directly & quote their Sequence No.
ALWAYS perform an onsite inspection for the presence of assets. Should you require an onsite location, contact the asset owners directly. Please
remember, plans do not detail the exact location of assets.
Pothole to establish the exact location of all underground assets using a hand shovel, before using heavy machinery.
Ensure you adhere to any State legislative requirements regarding Duty of Care and safe digging requirements.
If you damage an underground asset you MUST advise the asset owner immediately.
By using this service, you agree to Privacy Policy and the terms and disclaimers set out at www.1100.com.au
For more information on safe excavation practices, visit www.1100.com.au
Asset Owner Details
The assets owners listed below have been requested to contact you with information about their asset locations within 2 working days.
Additional time should be allowed for information issued by post. It is your responsibility to identify the presence of any underground assets in and around your proposed dig
site. Please be aware, that not all asset owners are registered with the Dial Before You Dig service, so it is your responsibility to identify and contact any asset owners not listed
here directly.
** Asset owners highlighted by asterisks ** require that you visit their offices to collect plans.
# Asset owners highlighted with a hash # require that you call them to discuss your enquiry or to obtain plans.
Seq. No. Authority Name Phone Status
211117712 NBN Co Qld 1800 687 626 NOTIFIED
211117710 Noosa Shire Council (07) 5329 6272 NOTIFIED
211117711 Telstra QLD Regional 1800 653 935 NOTIFIED
211117713 Unitywater North 1300 086 489 NOTIFIED
END OF U TILITIES LIST
Lodge Your Free Enquiry Online – 24 Hours a Day, Seven Days a Week
Section 36
LEGEND Parcel and the location Pit with size “5” Power Pit with size “2E”. Valid PIT Size: e.g. 2E, SE, 6E, SE, 9E, E, null. Manhole Pillar Cable count of trench is 2. One “Other size” PVC conduit (PO) owned by Telstra (-T-), between pits of sizes, “S” and “S" are 25.0m apart. One 40mm PVC conduit (P40) owned by NBN, between pits of sizes, “5” and “9” are 20.0m apart. 2 Direct buried cables between pits of sizes ,"5" and "9" are 10,0m apart. Trench containing any INSERVICE/CONSTRUCTED (Copper/RF/Fibre) cables. Trench containing only DESIGNED/PLANNED (Copper/RF/Fibre/Power) cables. Trench containing any |NSERVICE/CONSTRUCTED (Power) cables. BROADWAY ST Road and the street name “Broadway ST” Scale 0 20 40 60 Meters 1:2000 lees
Section 37
Section 38
Section 39
Emergency Contacts You must immediately report any damage to the nbn™ network that you are/become aware of. Notification may be by telephone - 1800 626 329.
Section 40
Sequence No: 211117710
Job No: 31900954
Location: 39 Reserve Street, Pomona, QLD 4568
Legend
1 Scale: 1:2447
Expires: 06 Jun 2022
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Noosa
Council nor PelicanCorp shall have any
liability whatsoever in relation to any
loss, damage, cost or expense arising
from the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
Overview subject to and constitutes acceptance of
these terms.
Plans generated 09 May 2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa C (QLD) - Response Plan.docx (16 Mar 2021)
Section 41
Sequence No: 211117710
Job No: 31900954
Location: 39 Reserve Street, Pomona, QLD 4568
Legend
Scale: 1:1000
Expires: 06 Jun 2022
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Noosa
Council nor PelicanCorp shall have any
liability whatsoever in relation to any
loss, damage, cost or expense arising
from the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
Tile No: 1 subject to and constitutes acceptance of
these terms.
Plans generated 09 May 2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa C (QLD) - Response Plan.docx (16 Mar 2021)
Section 42
OC[ 9mm]
OC[1
2xO 4mm]
ST C[ 4
3
Cable Plan mm]
2
OC[ P2
4mm 0
]
mm]
14
N
3
L2 P20 10.0
RP203033 OC[ 4mm]
2xOC[24
46.0]
P50 [14mm
108
OC
OC
E
8 106
RESERV
[4
RP20L1 W E
mm
3033
U1 L3
P50 MCH 79
]
104
SCH
5
5 5127
28
OOL OC[ 7mm]
]
15.0
4mm
41.8
L210 OC[1 68.0 OC[25mm]
21A
NPW833 4mm
MC
2
OC[
] 3.0 S
5
P20 14.3
BW
OC[25mm]
BW3
m]
[ 4m
OC
ST 5
4
OC[17mm88.2
]
2
27 5
OC[ 9mm
L1
AP19 23
P20 39.0
201
OC[ 9mm]
OC[11mm]
OC[25mm]
ST
23.8
P201.0
]
OC[ 7mm]
OC
P24
P50
869m
[4
C100
5.0
mm
OC[ 7mm] OC[ 4mm]
8
]
9
25
OC[ 7mm]
MC 29.0
25 100 PEHJ
.0
RIFL
E
77
O201-300
OC[24mm] L21
OC
0
[4
-30
mm
[20 HJ
]
01
]
mm
OC 0 PE
O2
10
ST
L1
P50 3
MC
15
29
RIFL
E
L1
8
P50 2
15
OC
OC
.2
[7
[4
63
]
mm
mm
mm
20
]
]
[
OC
26
26
5
.5
81
OC[ 7mm]
.5
31
81
8
]
1.9
mm
5
18
OC
[4
[4
U
OC
mm
SIT
OC
]
H J
N
[
MB
4m
28
TI
10
EF
m]
10 300
.64
2L
O
2/0
-
C[
01
0
4m
OC
O2
0
[7
m
P5
mm
]
] 68.4
12
37
P
3x 50
30
O 40 OC[20mm]
Section 43
5
OC C[ 9 .0 P20 OC[ 4
MC
[ 7 mm mm
7.0
mm ] ]
.5
OC
[ 7m ]
25
m]
32
14
3
OC[
7mm
]
41
]
.7
mm
46
32A
P20 OC[
20
7mm
E
]
V
[
OC
ER
16
40.0
S
RE
OC[
43
7mm
AD
34
]
8
6
O26
OC[
1DE
7mm
]
P10020.0
18
O
36
10 PR C
O201-204 [4
m
6DEAD P20 7 m
8. ]
2P 14
EH 135
J
0405
.0
45
2 5
7
SP32L4
AD
43.0 5 0
7
P20 10 2LE 30
20
O26
FT IN 1-
1DE
P10
2
20 100
9.0
O201 P2 2 0 2/0.6
SITU
0 6 O
1DEAD 4 PE
O20 66.4 P10
0 HJ 90.0
1
8DE -202 23.0
2
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2
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5
10 2LEFT IN SITU
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1 112
6DE -204 4 PE
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3
38
2/0.64 PEHJC C
2 M
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1
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1DE 181 5
AD .4
38
51
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3
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6 6
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4 1-20
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A
AD P1006.0 O24 D
10 PR 5
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2/0.64 PEHJ 4DE 9
1 6DEAD AD
O26 1
1DE 5 2/0.64 PE
AD HJ
P24:O201-300 100/0.40 PEIUT PE (AA)
TRILLER CT
140.6
P20 19.1
2/0.64 PEHJ AA BA 3502:AA-AJ/1-12 12F/- SMOF FNPEHJ/STD (AA)
97.5
39 c1:M301-400 100 PEIUT (BA)
P100
56
P24:O201-300 100/0.40 PEIUT PE (AA) AJ
3502:AJ-AK/1-12 12F/- SMOF FNPEHJ/STD (AA) AA BA
c1:M301-400 100 PEIUT (BA)
P100
2
4.
11
64
263-2
P24:O 1 P35 2.0 64
27
P24:O 2 PR
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6 10/0.40
2x2
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P24:O251-260
N NE LE
CO S
A
ON
118.
M
PO
P2
P2 P2 4:O
0
P100 40.0 76.4 P 4: 4:O 25
P24:O271 2 <- (AA) AA 2 PR P2 24:O O25 25 1
2x2 PR 1 4: 2 9- 3
1DEAD P100
P24:O263-264 2 <- (AA) 50 PJ 18 O2 55- 260
RD DE 51 25
2
50LEFT IN SITU
50LEFT IN SITU 50 PJ (AA) 6
AU AD -26 6
2
30 A
8 AK 81
P2
148.7 62.8 5
4:
0
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25
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4
8
8 0
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RD
4 114.0 AA BA C
P35 SITU
T IN P35
2
57 50LE F 37.0 P100
50 PJ 2 185.8 2
P2 .4
E
50LEFT IN SITU P24:O201-300 100/0.40 PE (AA)
0P
0 1
.2
2 c1:M301-400 100 (AA)
1DE 70
134
.4
3502:AJ-AK/1-12 12F/- SMOF FNPEHJ/STD (BA) 2
AD
2/0
BHJ
:O2
390
6
130m
589
c1:M 0 67
198
MCH30
348.
21 0m 60m 90m 120m 150m
P24
10 M
L1
L6 064
92
.0
U2
40 P1
18
R
c 1 :M
For all Telstra DBYD plan enquiries - Sequence Number: 211117711
email - [email protected]
For urgent onsite contact only - ph 1800 653 935 (bus hrs) CAUTION: Fibre optic and/ or major network present
TELSTRA CORPORATION LIMITED A.C.N. 051 775 556
in plot area. Please read the Duty of Care and
contact Telstra Plan Services should you require
Generated On 09/05/2022 09:59:12 any assistance.
The above plan must be viewed in conjunction with the Mains Cable Plan on the following page
WARNING - Due to the nature of Telstra underground plant and the age of some cables and records, it is impossible to ascertain the precise location of all Telstra plant from Telstra's plans. The accuracy and/or
completeness of the information supplied can not be guaranteed as property boundaries, depths and other natural landscape features may change over time, and accordingly the plans are indicative only.
Telstra does not warrant or hold out that its plans are accurate and accepts no responsibility for any inaccuracy shown on the plans.
It is your responsibility to locate Telstra's underground plant by careful hand pot-holing prior to any excavation in the vicinity and to exercise due care during that excavation.
Please read and understand the information supplied in the duty of care statement attached with the Telstra plans. TELSTRA WILL SEEK COMPENSATION FOR LOSS CAUSED BY DAMAGE TO ITS PLANT.
Telstra plans and information supplied are valid for 60 days from the date of issue. If this timeframe has elapsed, please reapply for plans.
Page 1 of 2
Section 44
LEGEND
For more info contact a Certified Locating Organisation or Telstra Plan Services 1800 653 935
Exchange
(Major Cable Present)
6 Cable Jointing Pit
(number indicating Pit Type)
Footway Access Chamber Elevated Joint
(can vary from 1‐lid to 12‐lid)
EJ (above ground joint on buried cable)
or Pillar / Cabinet Telstra Plant in shared Utility trench
(above ground / free standing)
Aerial Cable
Above ground complex equipment housing (eg RIM)
Please Note: This equipment is powered by 240V Electricity Aerial Cable
(attached to joint Use Pole eg. Power)
OC Other Carrier Telecommunications Cable/Asset
Direct Buried Cable
Dist Distribution cables in Main Cable ducts
MC Main Cable ducts on a Distribution plan M Marker Post Installed
Blocked or damaged duct.
T or TR Buried Transponder
Roadside / Front Boundary
2 pair lead‐in to property from pit in street 1
MT Marker Post, Transponder
pair working (pair ID 059)
1 pair dead (i.e. spare, not connected)
SMOF Optical Fibre cable direct buried
Side / Rear Property Boundary
Property Number Some examples of conduit type and size:
Single to multiple round conduit
Configurations 1,2,4,9 respectively A ‐ Asbestos cement, P ‐ PVC / Plastic, C ‐ Concrete,
(attached text denotes conduit type and size) GI ‐ Galanised iron, E ‐ Earthenware
Conduit sizes nominally range from 20mm to 100mm
Multiple square conduit P50 50mm PVC conduit
P100 100mm PVC conduit
Configurations 2, 4, 6 respectively
A100 100mm asbestos cement conduit
(attached text denotes conduit type and size)
Some Examples of how to read Telstra Plans
‐50‐ One 50mm PVC conduit (P50) containing a 50‐pair and a 10‐pair
10 cable between two 6‐pits. approximately 20.0m apart, with a direct
buried 30‐pair cable along the same route
P50 30 20.0
AB
AA ‐ (cable information) Two separate conduit runs between two footway access
AA BA AB ‐ (cable information) chambers (manholes) approximately 245m apart A nest of four
BA ‐ (cable information) 100mm PVC conduits (P100) containing assorted cables in three
C100 P100
ducts (one being empty) and one empty 100mm concrete duct
(C100) along
245.0
WARNING: Telstra plans and location information conform to Quality Level ’D' of the Australian Standard AS 5488 ‐
Classification of Subsurface Utility Information. As such, Telstra supplied location information is indicative only.
Spatial accuracy is not applicable to Quality Level D. Refer to AS 5488 for further details. Telstra does not warrant or
hold out that its plans are accurate and accepts no responsibility for any inaccuracy shown on the plans. FURTHER
ON SITE INVESTIGATION IS REQUIRED TO VALIDATE THE EXACT LOCATION OF TELSTRA PLANT PRIOR TO
COMMENCING CONSTRUCTION WORK. A plant location service is an essential part of the process to validate the
exact location of Telstra assets and to ensure the assets are protected during construction works. The exact
position of Telstra assets can only be validated by physically exposing them. Telstra will seek compensation for
damages caused to its property and losses caused to Telstra and its customers.
Telstra Map Legend v3_5a TELSTRA CORPORATION ACN 051 775 556
Section 45
UNITYWATER DBYD MAP
Sequence Number: 211117713
Job Number: 31900954 1
A P
192
01
Printed On: 9/05/2022
Emergency Situations
Call Unitywater:
1300 086 489
This information on this plan is valid
for 30 days from "Printed On" date.
Legend
Extent of Unitywater Area Sewer Gravity Main
Water Trunk Main
Ú
3 Water Pump Station Reticulation Main
Overflow Main
M
l
( Water Service
Sewer Pipe (Abandoned)
r Water Valve
Sewer Pressure Main
Water Pipe (Abandoned)
Pressure Sewer 2
10NP
W 8
33
! Water Hydrant
Rising Main
V
g Water Fitting
Vacuum Main
Water Main
Pressure Sewer Service
Trunk Main
Sewer Service
Reticulation Main
Recycled Water
Sewer 2
R P
211
590
Ú
[ Recycled Water Pump Station
Ú
[ Sewer Pump Station
r Recycled Water Valve
R
! Sewer Manhole
! Recycled Water Hydrant
r Sewer Valve
V
g Recycled Water Fitting
V
g Sewer Fitting
Recycled Water
Pipe (Abandoned)
Recycled Water Main
Map Tile: 1
Scale: 1:1000
(If printed at 100%
on A3 size paper) ± 7
S P
208
259
Dial Before You Dig
Geospatial Information Systems
Ground Floor, 33 King St
Caboolture QLD 4510
Inquiries: 1300 0 Unity (1300 086 489)
Email: [email protected]
M
l
(
Disclaimer V
g
! V
g
These Maps are supplied under the following conditions:- 4
S P
320
405
Mapping details are supplied from information contained in Unitywater’s
records which may have been furnished to Unitywater by other persons.
Unitywater gives no warranty or guarantee of any kind, expressed,
implied, or statutory, to the correctness or accuracy of the map details V
g
or the degree of compliance with any standards in this matter. Persons
5
making decisions with financial or legal implications must not rely upon
40
the map details shown on this plan for the purpose of determining
0
7
2
whether any particular facts or circumstances exist and Unitywater
3
P
(and its officers and agents) expressly disclaim responsibility for any
S
3
loss or damage suffered as a result of placing reliance upon this information.
Section 46
90
21
A 1
P
1
UNITYWATER DBYD MAP 1
3P5
015
Sequence Number: 211117713
Job Number: 31900954
Printed On: 9/05/2022
Emergency Situations
Call Unitywater:
2
10NP
W 8
33
1300 086 489
This information on this plan is valid
for 30 days from "Printed On" date. 5
06MC
H63
1
Legend 3
1
Extent of Unitywater Area Sewer Gravity Main
Water Trunk Main
Ú
3 Water Pump Station Reticulation Main
Overflow Main
M
l
( Water Service
Sewer Pipe (Abandoned)
r Water Valve
Sewer Pressure Main
Water Pipe (Abandoned)
Pressure Sewer
! Water Hydrant
Rising Main
V
g Water Fitting
Vacuum Main
Water Main
Pressure Sewer Service
Trunk Main
Sewer Service 2
R P
211
590 3
7
Reticulation Main
Recycled Water
Sewer
Ú
[ Recycled Water Pump Station
Ú
[ Sewer Pump Station
r Recycled Water Valve
R
! Sewer Manhole
! Recycled Water Hydrant
r Sewer Valve
V
g Recycled Water Fitting
V
g Sewer Fitting
Recycled Water
Pipe (Abandoned) 1
R P
211
590 4
1
Recycled Water Main
Map Tile: 2
Scale: 1:1000
(If printed at 100%
on A3 size paper) ± 8
S P
208
259 4
3
Dial Before You Dig 7
S P
208
259
Geospatial Information Systems 4
5
Ground Floor, 33 King St
Caboolture QLD 4510
Inquiries: 1300 0 Unity (1300 086 489)
M
Email: [email protected] M
l
(
M l
(
R
!
l
(
Disclaimer g
V
!
These Maps are supplied under the following conditions:- V
g
!R
Mapping details are supplied from information contained in Unitywater’s
records which may have been furnished to Unitywater by other persons.
Unitywater gives no warranty or guarantee of any kind, expressed,
ET
E
implied, or statutory, to the correctness or accuracy of the map details Vl
gV
g
TR
M
!
l
(M
(
or the degree of compliance with any standards in this matter. Persons V
g 4
S P
320
405
S
making decisions with financial or legal implications must not rely upon
VE
the map details shown on this plan for the purpose of determining
Vl
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!
R
(
3
S P
320
405 2
S P
320
405
E
whether any particular facts or circumstances exist and Unitywater
R
!
S
1
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320
405 M
l
E
(
(and its officers and agents) expressly disclaim responsibility for any
R
1
R P
199
724
loss or damage suffered as a result of placing reliance upon this information. !
!
The text continues on section 47.