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Engineering Code Assessment Report
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Suite 14, Clayfield
Courtyard 699A Sandgate Road,
Clayfield Qld 4011 Ph: 07 3862
1886 Fx: 07 3862 1397
E: [email protected]
Engineering Code
Assessment Report
Project Reference: Q20004
Prepared for: Deluca Development & Construction
Prepared by:: J. N. McKenzie {B.E. (Civil). M.I.E. Aust.}
RPEQ 2097 NPER 3
Dated:: October 21, 2020
Site Address: 32 Viewland Drive, Noosa Heads
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Full text of sections 2 to 39 (of 51)
Section 2
CONTENTS
1. Introduction ........................................................................................................................................................ 1
2. Site Characteristics ............................................................................................................................................. 2
2.1 Location ........................................................................................................................................................ 2
2.2 Topography ................................................................................................................................................... 2
2.3 Soils ............................................................................................................................................................... 3
2.4 Erosion Sediment Control ............................................................................................................................. 3
2.5 Flooding ........................................................................................................................................................ 3
3. Engineering Compliance ..................................................................................................................................... 4
3.1 Infrastructure Codes ..................................................................................................................................... 4
3.1.2 Water and Sewerage Reticulation ......................................................................................................... 4
3.1.3 Electricity Services ................................................................................................................................. 4
3.2 Stormwater DR\rainage ................................................................................................................................ 4
3.3 Site Earthworks Code .................................................................................................................................... 4
4. Conculsion .......................................................................................................................................................... 5
5. References .......................................................................................................................................................... 6
6. Appendices ......................................................................................................................................................... 7
Appendix A: Noosa Council Maps and Overlays ............................................................................................. 7
Appendix B: Erosion Hazzard Assessment ...................................................................................................... 7
Appendix C: Performance Criteria and Acceptable Solutions......................................................................... 7
Appendix D: Sewerage Layout and Longitudinal Sections .............................................................................. 7
Appendix E: Dial Before you Dig information ................................................................................................. 7
Section 3
1. INTRODUCTION Neil McKenzie & Associates Pty Ltd have been commissioned by Deluca Development & Construction Pty Ltd to prepare an Engineering Compliance Assessment Report for a proposed multiple dwelling development to be located at 32 Viewland Drive Noosa Heads, land described as Lot 1 on RP 226728. This document will address PDA Guidelines No. 13 Engineering Standards and relevant Australian Standards. This report is client and site specific for the intended project only and is solely for the use of providing engineering advice on the above issues for consideration by Noosa Council. It has been compiled based on current available information including site visits undertaken by Neil McKenzie & Associates Pty Ltd, Survey Drawings provided by Project Urban and Architectural Drawings provided by Ellivo. NMA_ECAR_19323 1
Section 4
2. SITE CHARACTERISTICS 2.1 LOCATION The site is on located on Viewland Road at Noosa Heads and is described as Lot 1 on RP 226728. The site covers a total area of 3105m2 and comprises predominantly vegetated vacant land. The site is surrounded by the Unity Water reservoir to the east and residential properties to the south west and north; a mix of low to medium density residential development. Please also see Mapping by Noosa Council – Locality, Landslide Hazard Overlay and Bushfire Hazard Overlay in Appendix A 2.2 TOPOGRAPHY The site falls to the south west with the highest point of the site being midway along the eastern boundary at an RL of 78m approximately. The lowest elevation in the south west corner is RL 72m. Average slope gradient is 7.5%. The site is vegetated with non-remnant trees and grasses. NMA_ECAR_19323 2
Section 5
2.3 SOILS A geotechnical report has not been carried out as yet for this site. This will be undertaken for the development approval for Building Work. From experience, however, the soil conditions on site will consist of fine to medium grain sand. 2.3.1 ACID SULPHATE SOILS Acid Sulphate soils are unlikely to be encountered on this site. 2.3.2 CONTAMINATED SOILS An assessment as to whether the subject site contains contaminated soil has been undertaken. A search of the Department of Environment and Resource Management’s Contaminated Land Register has been performed and no contamination is apparent. 2.4 EROSION SEDIMENT CONTROL Based on the completed Noosa Council Erosion Hazard Assessment Form, the proposal is classified as a “low risk” development for erosion potential see Appendix B for a copy of the completed form. Erosion and sediment control (ESC) measures will be required to be established and maintained in accordance with IECA’s standards of best practice. Preparation of a detailed ESC plan will be completed as part of the operational works submission. 2.5 FLOODING Flooding will not be a problem as minimum ground level is RL72 and it is not in an overland flow path. NMA_ECAR_19323 3
Section 6
3. ENGINEERING COMPLIANCE 3.1 INFRASTRUCTURE CODES The performance criteria and code response for the development in relation to the Infrastructure Code has been provided in Appendix C 3.1.2 WATER AND SEWERAGE RETICULATION There is an existing reticulated water main located along Viewland Drive. A new 32mm water meter is proposed to connect to existing water network at Viewland Drive to the new development. Appropriate sub metering will be installed at the street frontage of the development. A sewer property connection is not available to the site. It is proposed to run an extension to the gravity sewer in Viewland Drive to the site. Refer to the proposed sewer extension design drawings in Appendix D for detail. Approval will be sought from Unity Water for the proposal. 3.1.3 ELECTRICITY SERVICES There are existing electrical services along Viewland Road. The capacity of the existing electrical reticulation will be required to be confirmed by Energex. 3.2 STORMWATER DRAINAGE Refer to Neil McKenzie & Associates Site Based Stormwater Management Report. 3.3 SITE EARTHWORKS CODE The performance criteria and code response for the development in relation to the Infrastructure Code has been provided in Appendix C NMA_ECAR_19323 4
Section 7
4. CONCULSION The proposed multiple unit development located at 32 Viewland Drive Noosa Heads has been assessed for engineering feasibility and requirements on stormwater, water and sewerage services. The proposed development can be adequately serviced by existing local infrastructure in accordance with Noosa Council Guidelines, Unity Water Guidelines and relevant Australian Standards For water supply, a new 32mm water connection and sub metering to be installed in accordance with the Infrastructure Design Code. An additional 100mm fire service will be provided to the site if required. For sewerage, a DN150 property connection will be provided from the existing infrastructure by extending the line up Viewland Drive. Stormwater drainage has been designed for the development to cater for the 10%AEP and 1%AEP events. Stormwater will be connected into the existing stormwater manhole on the corner of The Quarterdeck and Viewland Drive. Stormwater detention and a Stormwater Quality Improvement Device (SPELT System) will be installed on the site prior to discharging into Council’s infrastructure. Please see Neil McKenzie & Associates Site Based Stormwater Management Plan for full details. NMA_ECAR_19323 5
Section 8
5. REFERENCES
• IECA Guidelines
• Services information from Dial before You Dig (DBYD)
• Queensland Department of Natural Resources & Institute of Municipal
Engineering Association of Queensland, 2007. Queensland Urban Drainage
Manual. Queensland Department of Natural Resources, Brisbane.
• Noosa Council City Plan 2020
NMA_ECAR_19323 6
Section 9
6. APPENDICES APPENDIX A: NOOSA COUNCIL MAPS AND OVERLAYS APPENDIX B: EROSION HAZZARD ASSESSMENT APPENDIX C: PERFORMANCE CRITERIA AND ACCEPTABLE SOLUTIONS APPENDIX D: SEWERAGE LAYOUT AND LONGITUDINAL SECTIONS APPENDIX G: DIAL BEFORE YOU DIG INFORMATION NMA_ECAR_19323 7
Section 10
ENGINEERING CODE ASSESSMENT REPORT 20004 APPENDIX A – NOOSA COUNCIL MAPS & OVERLAYS NMA_ECAR_19323
Section 11
gs Base Az House Numbers Az_ LotPlan Numbers Road Labels Major Az_ Intermediate Az Minor /\/ Land Parcels &@N4 Local Government Areas NA Noosa : Other LGA (OlOpenStieetMapycontiibutors} Noosa Shire Council does not warrant the accuracy of information in this publication and any person using or 10/12/2020 xn relying upon such information does so on the basis that mm NOOSA Lee efor ts Noosa Shire Council shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in 1 12257 the information.
Section 12
‘a " @ OpenstresMep (Contributors) — ; g Base Az House Numbers Az LotPlan Numbers Road Labels Major Az Intermediate Az Minor / Land Parcels 4A Local Government Areas ANA Noosa Other LGA g Overlay Maps g Landslide Hazard Overlay Map (OM-LS) Landslide Hazard (Mm Very High Hazard Area | High Hazard Area Moderate Hazard Area xs jefe] NOOSA COUNCIL Noosa Shire Council does not warrant the accuracy of information in this publication and any person using or relying upon such information does so on the b Noosa Shire Council shall bear no responsibility o whatsoever for any errors, faults, defects or omi the information. 10/12/2020 1:2257
Section 13
g Base Az House Numbers Az_ LotPlan Numbers Road Labels Major Az_ Intermediate Az Minor /\/ Land Parcels &NA Local Government Areas & Overlay Maps g Bushfire Hazard Overlay Map (OM-BH) Bushfire Hazard High Potential Bushfire Intensii Medium Potential Bushfire Inte Potential Impact Buffer Noosa Shire Council does not warrant the accuracy of information in this publication and any person using or 10/12/2020 a” relying upon such information does so on the basis that nom NOOSA COUNCIL Noosa Shire Council shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in 1: 2257 the information.
Section 14
ENGINEERING CODE ASSESSMENT REPORT 20004 APPENDIX B – EROSION HAZARD ASSESSMENT NMA_ECAR_19323
Section 15
SCHEDULE 2—EROSION AND SEDIMENT CONTROL ASSESSMENT 4: Preamble Erosion and sediment control on building sites Builders must not pollute the environment. The Environmental Protection Act provides for penalties for persons or entities causing environmental harm. Soil erosion on building sites can be a major source of sediment pollution (environmental harm) in our watercourses. A single building site can lose up to four truckloads of soil in one storm. Washed from the sites into stormwater drains, this sediment can cause flooding and also affects the water quality and the fish stocks in our creeks, lakes and the Noosa River system. Preventing sediment run-off from building sites is one of a number of ways that Council and industry are improving our watercourses. Effective on-site erosion and sediment control provides the following benefits— e A better looking, more marketable site; e Improved wet weather working conditions; e Reduced stockpile losses; e Less mud and dust problems; e Reduced clean-up costs; e Fewer public complaints; e Better public image; e Cleaner watercourses; and e Better fishing and swimming in our nearby watercourses. 2. Erosion Hazard Assessment Form Controlling Factors mos) Score Checking Predominant slope’ of the whole site, prior to building works: e 0-3% slope 0 e >3% - 5% slope 1 - e >5%- 10% slope 2 ° >10% - 15% slope 4 e >15% slope 5 Soil type: (see 1 below) e Sandy soil/gravel 0 oO e Sandy loam 1 ‘The term ‘predominant slope’ is defined in Part 2 Section 2.12. $2.1 The Noosa Plan Proposed Amendments August 2015
Section 16
The Noosa Plan Proposed Amendments August 2015 Controlling Factors Points Seo Checking e Clay loam 2 e Clay soil 2 Anticipated duration of site disturbance: (see 2 below) e Duration < 2 weeks 0 e 2weeks # Duration < 3 months 2 + e 3 months # Duration < 6 months 4 e Duration > 6 months 5 Month that works are undertaken: (see 3 below) e August, September 0 e April, May, June, July, November, October 1 | e March December 2 e January February 3 Offsite sediment control (i.e. down slope of the soil disturbance): e Score 1 point if there is no purpose built, operational 1 and well maintained sediment traps (eg. sediment Oo basin, gross pollutant trap or purpose built wetland) to catch sediment before it enters a water body with environmental values (eg. creek, natural wetland, tiver or bay) (see 4 below) Run-off entering the site: e Score 1 point if stormwater run off entering the site is 1 Oo not diverted away from the soil disturbance Extent of site disturbance: e Score 2 points if building work requires reshaping of the ground surface (eg. ‘cut and fill’ works) (see 5 2 below) Ss e Score 5 points if the area to be disturbed is greater 5 than 600m? Works within environmentally sensitive areas: e Score 11 points if the disturbance is within the banks of a watercourse (see 6 below) 11 e Score 5 points if the disturbance is within 50m of the top of bank of a watercourse 5 OQ e Score 2 points if the disturbance is between 50m and 100m of the top of bank of a watercourse 2 TOTAL SCORE (See 7 & 8 below) \ 2 Notes: 1. Where there is more than one type of soil on the site, select the category with the highest point value. 2. The time, from when the building site will first become vulnerable to erosion, to the time the soil will be fully stabilised (eg. grassing). 3. If this time span covers more than one category, select the category with the highest point value. Note that if there is no grass/vegetation cover on the site before building work has started, the time span starts from the time this form is completed. 4. If you are not sure, score 1 point. 5. For the purpose of this form, ‘cut and fill’ works are those that will result in a steep batter or retaining wall above and/or below the building slab, greater than 1 metre in height. If the building slab has already been fully cut and stabilised (eg. grassed) during the subdivision stage, score 0 points. 6. Watercourse means any clearly identifiable creek, stream or river, whether flowing permanently or intermittently. 7. Fora high risk site, the total score is > 14 points. 8. Fora low risk site, the total score is < 14 points. $2.2
Section 17
3. Erosion and Sediment Control Methods aCinitcine Solution Minimise disturbance when excavating Retain as much grassed area as possible on the site. These areas not only improve the appearance of the site they also filter much of the sediment from stormwater run-off before it reaches the drainage system. Catch drains and perimeter banks Allow for diversion of up slope stormwater around the work site and other disturbed surfaces. Install a sediment barrier Install sediment barriers down slope of the building site to filter coarse sediment before it can wash into gutters, drains and watercourses. e Purpose designed geotextile sediment fabric (i.e. not shadecloth) attached to posts with the geotextile buried in an upstream trench; or e Place turf of a minimum 600mm width along kerb line; or e Straw bales, staked in a 100mm (min) deep trench. Single gravelled entry-exit Restrict vehicle access to one entry-exit point. e Gravelling the access point will allow all weather access, will reduce the amount of soil carried off the site by vehicles, and will provide a permanent base for the driveway. Early stormwater drainage connection Connect a temporary or permanent downpipe/s to the stormwater system before laying the roof or slow and spread the flow from downpipe/s to avoid localised erosion. Downpipe/s may be temporarily removed during wall construction. All stormwater must discharge in a manner that does not cause soil erosion. Concrete waste and washing Waste concrete and household paint must not be allowed to wash into the gutters or the street. Sand and soil stockpiles Stockpiles must be placed wholly on the construction site and behind a sediment barrier. $2.3 The Noosa Plan Proposed Amendments August 2015
Section 18
ENGINEERING CODE ASSESSMENT REPORT 20004 APPENDIX C – PERFORMANCE CRITERIA & ACCEPTABLE SOLUTIONS NMA_ECAR_19323
Section 19
Table 9.4.3.1 Criteria for Assessment
Driveways
Performance Outcomes Acceptable Outcomes Response
PO1 AO1.1 The Development will
Vehicular access does not adversely Vehicular access is located and designed in accordance with the Comply
impact on safety, capacity and current Australian Standards for Parking Facilities.
operations of the existing or planned
road network, cycleways or pedestrian AO1.2
pathway systems Only one footpath crossing is provided.
Editor’s Note— JUSTIFICATION FOR ADDITIONAL
DRIVEWAYS MAY NEED TO BE SUPPORTED BY A
DETAILED TRAFFIC STUDY.
AO1.3
Driveways, have a maximum grade in accordance with Council’s
standard requirements.
PO2 AO2.1 The Development will
Driveways and crossovers Design and construction of driveways, including across the Comply
footpath, is in accordance with Council Standard Drawings as
(a) are suitable and safe for their appropriate for the particular type of development as annotated
intended use; and on the drawings.
(b) match Council infrastructure.
AO2.2
The change of grades in driveways and ramps is in accordance
with Council’s Standard Drawings.
PO3 AO3.1 The Development will
The number of driveways across Design of multi-tenanted developments include shared Comply
pedestrian footpaths is minimised. driveways and parking areas.
AO3.2
Driveways are located so they abut existing driveways of
adjoining development where practicable and reciprocal
easements are created to reduce the sealed driveway width.
PO4 AO4 The Development will
Vehicular access does not adversely Footpath and kerb crossings are located clear of existing Comply
impact on the capacity, operations and stormwater inlet structures, water and sewerage infrastructure
maintenance of the existing fittings, any other exiting utility infrastructure, existing
infrastructure. landscaping and vegetation.
PO5 AO5 The Development will
Vehicular access does not adversely Vehicular access avoids disturb Comply
impact on the health and integrity of
existing landscaping or
native vegetation, where possible.
Parking and Manoeuvring
PO6 AO6.1 The Development will
Sufficient parking The number of car parking spaces, motor cycle spaces, bicycle Comply
spaces and loading bays is not less than the minimum number
1. is provided having specified in Table 9.4.1.4 Minimum parking requirements
regard to the specifics including end of trip facilities.
of the use including—
1. the type and Editor's note— WITH REGARD TO THE PROVISION OF
intensity of land END OF TRIP FACILITIES, WHERE THERE IS A CONFLICT
use; WITH THE QDC MP 4.1 FOR MAJOR DEVELOPMENTS THE
2. any existing QDC APPLIES. FOR ALL OTHER DEVELOPMENT TABLE
parking available 9.4.1.4 APPLIES.
on the site;
3. hours of AO6.2
operation; Where appropriate, motorcycle spaces can be provided
4. likely numbers of on site in lieu of required car parking spaces, excluding industry
users; activities, at the following rates:
5. accessibility to
the site by 1. 2 motorcycle spaces provided for 0.5 car parking
means other space; or
NMA_ECAR_19323
Section 20
than private 2. 4 motorcycles spaces provided per 1 car parking
motor vehicle; space; and
6. the peak parking 3. up to a maximum of 4 car parking spaces.
demand periods
of uses on AO6.3
the site; and Secure and convenient parking spaces for bicycles are designed
7. the availability of and provided on site in accordance with—
alternative car
parking; and 1. AS2890.3 Bicycle Parking Facilities; and
is provided to accommodate the 2. Cycling aspects of Austroads Guides (AP-G88-
number and type of vehicles and 14).
motorcycles likely to be generated by
the development. AO6.4
Bicycle spaces and end of trip facilities need to be accessible to
all users.
PO7 AO7.1 The Development will
The layout of the development Parking bays, manoeuvring areas, queuing areas, loading, set Comply
provides adequate, clearly defined and down, pickup areas and driveways are designed in accordance
easily accessible with the Australian Standards for Parking Facilities.
1. on-site vehicle parking AO7.2
and manoeuvring areas; Development includes purpose designed spaces for motorcycles
and and motor scooters, which are easily identified from the driveway
loading and manoeuvring areas for of the property and located as close as practicable to the
delivery and service vehicles. entrance of the building on site.
PO8 AO8.1 The Development will
Parking and manoeuvring areas are Parking, service areas and manoeuvring areas are setback a Comply
designed to minimum of 2 metres from road frontages to allow for
landscaping, with the exception of Walter Hay Drive, Eenie
1. not unduly conflict with Creek Road and Holts Road frontages, where no development
pedestrians; and occurs within the landscaped frontage setbacks.
2. be
sufficiently setback from AO8.2
road frontages to not In Centre zones, parking, service and manoeuvring areas are
dominate the either integrated within or under buildings and sleeved by usable
streetscape or floor space, or located to the rear of buildings.
surrounding areas;
3. allow for landscaping to Editor's note— REFER TO Figure AP3-11A AND Figure AP3-
reduce the visual impact 11B FOR OUTCOMES FOR CAR PARKING IN CENTRES.
of the parking, servicing
and manoeuvring AO8.3
areas; Where practicable vehicle access is from rear laneways.
4. complement the future
planned character of the
area; and
5. avoid development
within the Walter Hay
Drive, Eenie Creek
Road and Holts
Road frontage setbacks.
PO9 AO9 The Development will
On-site car parking spaces are Car parking spaces are provided for people with disabilities at Comply
identified and reserved for people with the rate specified in the current Australian Standards for Parking
disabilities. Facilities.
PO10 AO10 The Development will
Access and egress points do not Vehicle manoeuvring areas are provided in accordance with the Comply
impact on the safety and operations of current Australian Standards Australian Standards for Parking
the road system. Facilities so vehicles enter and leave the site in a forward gear,
excluding dual occupancy or detached dwellings on local roads.
PO11 AO11 The Development will
Parking areas are designed to At locations where pedestrian and vehicle conflicts are likely to Comply
occur:
1. provide a progressive
reduction in speed 1. sight distances of at least 2.5 seconds of travel
between the external time at the designated speed are provided;
NMA_ECAR_19323
Section 21
road and internal 2. splayed corners on structures are incorporated;
parking spaces; 3. landscaping is designed to allow clear views; and
2. ensure lower speeds 4. sign placement ensures that sight distance
near areas of high requirements are not impeded.
pedestrian activity
through the use of
appropriate road
geometry or devices
designed to limit speed;
and
maintain sight distances which are
appropriate for the likely operating
speeds in all areas of potential
pedestrian/vehicle and vehicle/vehicle
conflict.
PO12 AO12.1 The Development will
A clearly defined pedestrian network is In large open carparks with greater than 200 car parking spaces, Comply
provided that – a pedestrian path between parking spaces is provided on every
second aisle.
1. is located in areas
where people will AO12.2
choose to walk; For a minimum of 50% of car parking spaces,
2. ensures that pedestrian pedestrian access to buildings is not across or through
movement through car driveways, carparks, setdown or manoeuvring areas.
parking areas or
structures are along
aisles rather than
across them.
PO13 The Development will
Provision is made for pedestrian and No acceptable outcome provided Comply
vehicular queues at conflict points.
PO14 AO14 The Development will
Parking areas are lit to provide security Lighting is provided in accordance with the Australian Standard Comply
for night-time users. for Road Lighting - Vehicular Traffic (Category V) Lighting -
Performance Installation and Design Requirements.
PO15 AO15 The Development will
Site facilities encourage users and End-of-trip facilities are maintained and accessible to all users of Comply
employees to access the site by the premises as part of common property.
means of foot or bicycle through
provision of appropriate end of-trip
facilities including bicycle parking and
shower/change rooms.
PO16 Not Applicable
Development with the potential to No acceptable outcome provided
generate significant traffic and parking
impacts gives appropriate
consideration to transport and land use
issues.
Editor’s Note—A DETAILED
TRAFFIC Impact
Assessment REPORT MAY BE
REQUIRED.
PO17 AO17.1 The Development will
Parking and manoeuvring areas are Development providing less than five car parking spaces is Comply
designed to ensure run-off is treated to designed so that the driveway, parking and manoeuvring areas
remove pollutants prior to leaving the are formed to drain to landscaped areas.
premises.
AO17.2
Development providing five or more car parking spaces is
designed to incorporate stormwater treatment methods to
remove water contaminants likely to runoff from the general
operation of the of the driveway, parking and manoeuvring
areas.
NMA_ECAR_19323
Section 22
EDITOR’S NOTE—FURTHER DETAILS ARE PROVIDED IN
THE Water Quality and Drainage Code.
PO18 The Development will
Parking areas are designed to ensure No acceptable outcome provided Comply
drainage without the use of pumps or
other electrical apparatus.
PO19 AO19 The Development will
Site layout and building design Below ground components of buildings, including carparks, do Comply
provides for soft landscaping to be not extend beyond the above ground footprint to allow for the
established. provision of landscaping, particularly within building setbacks.
Table 9.2.4.3
Effects of Works
Drainage A Stormwater
PO1 AO1 management report has
Finished surface levels ensure Filled or excavated areas have a minimum gradient of been prepared
land is free draining. 0.5% and drain to Council’s stormwater infrastructure
where available, or where stormwater infrastructure is not
available, toward the street.
Hydraulics The Development will
PO2 Comply
Change to the levels on site do not No acceptable outcome provided
have an adverse impact on the
flooding and drainage
characteristics off-site.
Geotechnical considerations The Development will
PO3 AO3.1 Comply
Earthworks do not result in Filling works are undertaken in accordance with Council’s
geotechnical instability on-site or to Planning Scheme Policy PSP6 Engineering design
nearby premises. standards - roads, drainage and earthworks.
AO3.2
Where the filling is for residential, commercial or industrial
purposes the works comply with Australian Standard -
Guidelines for earthworks on commercial & residential
development.
Local amenity The Development will
PO4 AO4.1 Comply
Undertaking earthworks does not The following control measures are implemented—
adversely impact on the amenity of
the local area by way of dust, noise 1. regular water spraying of exposed areas to
or visual amenity. suppress dust;
2. provision of dust stabilised or sealed internal
roads;
3. protective covering of exposed areas that are
left for more than 2 weeks; and
4. unless a development permit provides
otherwise, disturbed areas are revegetated
using species identified in Council's Planning
Scheme Policy PSP2 Landscaping.
AO4.2
Earthworks are undertaken only during the hours of
7:00am to 6:00pm, Monday to Friday and 7:00am to
3:00pm on Saturday. No work is undertaken on Sunday or
public holidays.
Vegetative waste The Development will
PO5 AO5.1 Comply
Vegetation cleared from a Cleared vegetation is transported off-site for disposal in an
development site is disposed of in approved green waste disposal facility.
NMA_ECAR_19323
Section 23
an environmentally responsible AO5.2
manner. Cleared vegetation is mulched on-site and reused for
landscaping of the finished development.
AO5.3
Cleared vegetation is disposed of for the purpose of
firewood.
AO5.4
Disposal of vegetative waste by burning off is avoided.
Managing contamination risk The Development will
PO6 AO6.1 Comply
Materials used as fill are suitable Fill material is solid clean earth, free of putrescible or
for development and future use of refuse material, vegetation, acid sulfate soils, building or
the land and filling or excavation construction material or other material or contaminants.
works do not result in the
contamination of land. AO6.2
The site is not on the contaminated land register.
Haulage activity and amenity The Development will
PO7 Comply
Haulage of material to and from No acceptable outcome provided
a site ensures—
1. minimal disturbance
to neighbouring
properties and
properties along the
haulage route; and
Council’s road infrastructure
including pavements is not
adversely affected.
Extent of earthworks The Development will
PO8 AO8 Comply
The layout of the development All earthworks, including cut and fill batters, retaining walls
provides adequate, clearly defined and the like are contained within the subject site.
and easily accessible—
1. on-site vehicle
parking and
manoeuvring areas;
and
2. loading and
manoeuvring areas
for delivery and
service vehicles.
Sloping sites The Development will
PO9 AO9 Comply
On sloping sites development Cut or fill is less than 1.5 metres in depth relative to the
follows the natural landform natural ground level.
wherever practical and excavation
or filling is minimal.
Infrastructure protection The Development will
PO10 Comply
Earthworks and vehicular access do No acceptable outcome provided
not adversely impact on the capacity,
operations and maintenance of
existing infrastructure.
Environmental protection The Development will
PO11 Comply
Earthworks minimise any adverse No acceptable outcome provided
NMA_ECAR_19323
Section 24
impact upon groundwater,
watercourses, drainage lines,
wetlands, and native vegetation.
Dams Not Applicable
PO12
Dam location and construction
does not impact upon neighbouring
properties or road reserves, in
terms of—
Table 9.4.3.3
Setbacks, Easements &
Maintenance
PO1 No acceptable outcome provided The Development will
Development near a stormwater Comply
drain, overland flow path or
associated structure does not—
1. adversely affect the
function of the service;
2. place an additional load
on the service; and
3. unduly increase future
maintenance costs.
PO2 AO2.1 The Development will
Maintenance access is provided to all For trunk infrastructure, a registered easement in favour of Comply
stormwater drains, overland flow paths Council is created over all underground infrastructure located in
and associated structures. private property.
AO2.2
The width of the easement required is in accordance with
Council’s Planning Scheme Policy PSP6 Engineering Design
Standards – Roads, drainage and earthworks.
AO2.3
The easement is centred over the centreline of the infrastructure.
Table 9.4.4.3
Fire Services
Installation of hydrant The Development will
PO1 AO1.1 Comply
Fire hydrants are installed and Fire hydrant placement and technical requirements for
located to enable QFES vehicles residential streets and common access ways within
to access water safely, effectively common private title are in accordance with:
and efficiently.
1. Australian Standard (AS) 2419.1 – 2005 Fire
hydrant installations; and
2. QFES: Fire Hydrant and vehicle access
guidelines for residential, commercial and
industrial lots.
AO1.2
Fire hydrant placement and technical requirements for
commercial and industrial streets and access ways within
streets serving commercial properties, such as factories,
warehouses and offices, are in accordance with:
1. Australian Standard (AS) 2419.1 – 2005 Fire
hydrant installations; and
2. QFES: Fire Hydrant and vehicle access
guidelines for residential, commercial and
industrial lots.
NMA_ECAR_19323
Section 25
Editor’s Note— DESIGN AND TECHNICAL
REQUIREMENTS FOR INFRASTRUCTURE FROM
THIRD PARTY PROVIDERS ARE TO BE IN ADDITION
TO, AND INTEGRATED WHERE POSSIBLE, INTO
THE OVERALL DESIGN, BUILT FORM AND
LANDSCAPING REQUIREMENTS FOR THE
DEVELOPMENT.
Road technical standards The Development will
PO2 No acceptable outcome provided. Comply
Road widths and construction within
the development are adequate for
QFES vehicles to gain access to a
safe working area close to buildings
and near water supplies whether or not
on-street parking spaces are occupied.
Editor’s Note—ROADS SHOULD BE
DESIGNED AND CONSTRUCTED
IN ACCORDANCE WITH Road
Planning and Design manual- 2nd
edition.
Table 9.4.8.3
Stormwater Drainage Design
PO1 A stormwater
The development and its AO1 management plan has
stormwater management system is A stormwater management plan is prepared consistent been prepared
planned and designed having with PSP6 Engineering Design Standards - Roads,
regard to: drainage and earthworks.
1. the natural features of
the site;
2. the need to avoid
impacts and potential
risks to ecologically
important areas;
3. the likely effectiveness
of erosion and sediment
control and stormwater
drainage measures
during rainfall events
during and post
construction; and
the need to protect environmental
values and water quality of receiving
waters both during and post
construction.
PO2 AO2.1 The Development will
Stormwater drainage infrastructure is Stormwater drainage planning, design and construction is in Comply
planned, designed and constructed to: accordance with PSP6 Engineering Design Standards -
Roads, drainage and earthworks and the latest version of the
1. incorporate allowance Queensland Urban Drainage Design Manual.
for increased flood risk
and tidal inundation AO2.2
through pipework as a The stormwater drainage system connects to a lawful point of
result of cilmate change discharge in accordance with PSP6 Engineering Design
and sea level rise; Standards - Roads, drainage and earthworks.
2. ensure the development
is adequately drained; AO2.3
and Stormwater flows discharging from the development are
ensure stormwater is managed and demonstrated to be consistent with pre-development
lawfully discharged without altering characteristics.
stormwater drainage characteristics
external to the site. AO2.4
Development provides for the management of stormwater to
NMA_ECAR_19323
Section 26
incorporate appropriate allowance for climate change impacts
(including rainfall intensity and sea level rise), in accordance
with PSP6 Engineering Design Standards – Roads, Drainage
and Earthworks.
PO3 AO3.1 The Development will
Stormwater drainage infrastructure Stormwater drainage infrastructure meets the desired standards Comply
conveys run-off in a manner that of service for roads functionality set out in PSP6 Engineering
allows roads to deliver desired Design Standards - Roads, Drainage and Earthworks.
standards of service appropriate to the
local conditions and local stormwater
drainage characteristics.
PO4 AO4.1 The Development will
Stormwater infrastructure is compatible The location, design and construction of stormwater drainage Comply
with existing infrastructure, allows for structures is in accordance with PSP6 Engineering Design
easy access for the ongoing Standards - Roads, drainage and earthworks.
maintenance by Council, is cost
effective across its design life. AO4.2
Where infrastructure is located on private land an easement is
dedicated over the infrastructure in accordance with PSP6
Engineering Design Standards - Roads, drainage and
earthworks.
AO4.3
Any alterations or repairs to infrastructure as a result of
the development are made at no cost to Council.
AO4.4
Development avoids stormwater inflow and infiltration to the
sewer infrastructure network.
AO4.5
Stormwater infrastructure is designed to minimise maintenance
costs and the requirement for specialized equipment for
maintenance techniques.
PO5 AO5.1 The Development will
Stormwater drainage infrastructure is Stormwater drainage infrastructure avoids crossing waterways, Comply
aligned to avoid crossing waterways, wetlands drainage lines and ecologically important areas or
wetlands, drainage lines and follows the edge of existing disturbed areas.
ecological important areas, or where it
is demonstrated this is unavoidable, AO5.2
disturbed areas are reinstated and Stormwater drainage infrastructure is co-located with other
revegetated upon completion of works. infrastructure within a combined utility corridor where
appropriate.
AO5.3
Temporary vehicular crossings of waterways must be designed
and constructed to be consistent with the current International
Erosion Control Association Best Practice Book Series.
Stormwater Quality
PO6 The Development will
Development is located, designed, AO6.1 Comply
constructed and operated to protect Stormwater runoff discharging into High Ecological Value waters
and enhance environmental values as a result of development causes no increase in gross
and water quality of waterways, pollutants, total suspended solids, total phosphorous or total
wetlands, lakes, ground waters and nitrogen compared to a pre-development scenario.
drainage systems.
AND
Editor’s note: ENVIRONMENTAL AO6.2
VALUES OF WATERS AND WATER All stormwater runoff is treated to achieve maximum removal of
QUALITY OBJECTIVES ARE nutrients, gross pollutants and suspended solids as determined
PRESCRIBED IN SCHEDULE 1 OF by cost to efficiency ratios. (e.g. bioretention basins must be
THE ENVIRONMENTAL sized to achieve at least 80% reduction in total suspended
PROTECTION (WATER) POLICY solids, 60% reduction in total phosphorous, 45% reduction in
2009 AND ARE IDENTIFIED ON total nitrogen and 90% reduction in gross pollutants >5mm).
NMA_ECAR_19323
Section 27
THE STATE PLANNING POLICY OR
INTERACTIVE MAPPING SYSTEM.
AO6.3
Developments achieve a minimum 3 drop rating consistent with
the Water by Design Living Waterways Scoring Guide (Healthy
Land and Water).
EDITOR’S NOTE— PSP6 Engineering Design Standards -
Roads, Drainage and Earthworks PROVIDES GUIDANCE ON
STORMWATER DESIGN AND MODELLING
REQUIREMENTS.
PO7 AO7.1 The Development will
Water quality treatment systems use Water quality treatment systems are designed to be integrated Comply
natural processes and materials, into the landscape consistent with the technical design guideline
whenever possible, and are integrated published by Healthy Land and Water Water by Design for the
into development to enhance feature. (eG. FOR BIORETENTION BASINS:
biodiversity and landscape benefits. BIORETENTION TECHNICAL DESIGN GUIDELINES
(OCTOBER 2014) AND FOR Wetland SYSTEMS
THE Wetland TECHNICAL DESIGN GUIDELINE (MAY 2017).
PO8 AO8.1 The Development will
Water quality treatment Detailed life cycle costing is provided for the entire treatment Comply
infrastructure to be dedicated as train system including replacement costs of asset parts.
public assets are proven to be
suitable for its use and of a cost AO8.2 Treatment systems dedicated as public assets are
designed to minimise maintenance, renewal and adaption costs
effective and efficient standard. and the requirement for specialised equipment, material or
maintenance techniques.
AO8.3
Vegetated stormwater management systems to be dedicated as
public assets are established and maintained during the
maintenance period to ensure optimal vegetated growth and that
the functional elements of the system achieve the design
function at the end of the maintenance period.
PO9 AO9.1 The Development will
Treatment systems are designed to Free draining inlets and outlets are provided to ensure that Comply
eliminate or minimise health, safety waters do not pond for more than 24 hours.
and aesthetic hazards, including risks
associated with insect breeding, odour AO9.2
and public safety. Developments are designed to eliminate retaining walls in
excess of 0.8m for any water quality treatment device.
Hydrology
PO10 The Development will
Development prevents increased bed AO10 Comply
and bank erosion and sedimentation in The development is designed to:
receiving waterways by avoiding 1. limit the peak 1 year ARI event discharge within
changes in low rate, peak flow run-off the receiving waterway to the pre-development
and flow duration. peak 1 year discharge;
2. maximise pervious areas by using pervious
alternatives for otherwise impervious areas
wherever possible;
3. provide for capture and reuse of stormwater for
non-potable purposes for gardening, toilet
flushing, laundry and hot water supply uses;
4. incorporate appropriate detention features; and
5. incorporate natural channel design principles
EDITOR’S NOTE: THE Sustainable Building Design
Code INCLUDES REQUIREMENTS FOR STORMWATER
CAPTURE AND REUSE.
PO11 AO11.1 The Development will
Water sensitive urban design The design and construction of a natural channel or natural Comply
principles are applied to achieve channel rehabilitation works are in accordance with the Natural
multifunctional design of waterways, Channel Design Guidelines (Brisbane City Council) having
regard to local topography, geology and geomorphology.
NMA_ECAR_19323
Section 28
wetlands and drainage lines that
provide for: AO11.2
1. stormwater conveyance Landscape features, plant species and habitat types used in
that uses natural stormwater conveyance channels are complementary to the
channel design; local context and natural waterways.
2. protection of landscape
features and ecological AO11.3
important areas Bank and bed stability and planting densities result in a stable
including terrestrial and channel over the long term and minimal potential for pest plant
aquatic habitat; species.
3. aesthetic and passive
recreation values; AO11.4
4. flood management and Water Sensitive Design measures are incorporated into the
conveyance of external development, as detailed in the document Water Sensitive
catchment stormwater Designs small improvements, new ideas, concepts and sketch
through the designs for stormwater filtration systems (Healthy Waterways
development; Water by Design).
5. landscaping that
incorporates local native AO11.5
species; and Floodplain management is designed in accordance with the
bed and bank stability. Framework for the Integration of Flood
and Stormwater Management into Open Space published by
Healthy Waterways Water by Design (version current at the time
of development application)
PO12 AO12.1 The Development will
Development protects in-stream Where run-off from or within the site passes through or drains to Comply
ecology by maintaining pre- natural channels, WATERWAYS or WETLANDS, development
development low flow discharge protects in-steam ecology by maintaining pre-development low
regimes and maintaining fish flow discharge regimes in accordance with the frequent flow
management objectives in PSP6 Engineering Design
passages. Standards - Roads, drainage and earthworks
AO12.2
Instream structures such as roads, bridges, culverts, and other
stormwater infrastructure do not cause barriers to fish passage
and facilitate the movement of terrestrial and aquatic fauna
along waterway corridors.
AO12.3
Benthic substrate retains a continuous grade with the
direction of flow consistent with the natural bed profile.
PO13 AO13.1 The Development will
Development is designed and The location and form of stormwater discharge points do not Comply
constructed to maintain surface and alter the pre-development hydrology of receiving surface water
ground water balances that sustain the or groundwater.
environmental values of water
dependent ecosystems, including AO13.2
downstream aquatic, Developments located on groundwater recharge or discharge
riparian, wetland and terrestrial areas are designed and managed in accordance with a
ecosystems. groundwater recharge and discharge management plan
prepared by a suitably experienced and qualified groundwater
hydrologist. The groundwater recharge or discharge must
demonstrate that the development does not affect groundwater
balances beyond the property boundaries.
Editor's Note— PSP6 Engineering Design Standards -
ROADS, DRAINAGE AND EARTHWORKS PROVIDES
GUIDANCE ON PREPARE A GROUNDWATER RECHARGE
AND DISCHARGE PLAN.
Construction & Establishment
PO14 The Development will
Construction methods provide for Comply
appropriate controls to avoid entry AO14.1
and transport of litter, sediment, An erosion and sediment control plan prepared in accordance
with the International Erosion Control Association Best Practice
and associated prescribed water Books demonstrates that the capture and release of stormwater
contaminants into receiving waters.
NMA_ECAR_19323
Section 29
achieves the design objectives listed in TABLE A:
Editor's note— WATER CONSTRUCTION PHASE – STORMWATER MANAGEMENT
CONTAMINANTS ARE DESIGN OBJECTIVES OF THE STATE PLANNING POLICY
PRESCRIBED IN THE (APPENDIX 2).
ENVIRONMENTAL PROTECTION
ACT 1994. Editor’s note— PSP6 Engineering Design Standards - ROADS,
DRAINAGE AND EARTHWORKS PROVIDES GUIDANCE
ON REQUIREMENTS FOR PREPARING AN EROSION
MANAGEMENT PLAN.
AO14.2
Construction works are designed and managed to restrict the
extent of clearing and soil exposure to the minimum necessary
for access, and safe construction at any one time.
AO14.3
For BUILDINGS:
1. upstream runoff is diverted around the
construction site;
2. sediment barriers are provided downslope of
disturbed areas to prevent sediment washing into
gutters, drains
and WATERWAYS , WETLANDS or DRAINAGE
LINES either on or off the site; and
3. temporary or permanent downpipes are
connected to the stormwater system before laying
the roof; or
4. localised erosion is avoided by directing flow from
downpipes over non-erosive areas.
AO14.4
Chemical flocculants used as part of an erosion and sediment
control plan do not harm the environmental values within
receiving waters.
AO14.5
Appropriately sized litter containment areas, with provision for
sorting recyclables are provided for the type of litter expected to
be generated onsite.
Wastewater Management
PO15 AO15 The Development will
Development does not discharge Wastewater (non-sewage) generated from the Comply
wastewater unless it can be development is collected and contained on-site, and is:
demonstrated to not compromise
environmental values of waters 1. lawfully disposed to sewer; or
and water quality objectives. 2. transferred off-site for treatment/disposal to an
appropriately licenced facility;
Editor’s Note— 3. reused on-site in a closed-cycle irrigation scheme,
industrial processes, washing or cleaning or other
ENVIRONMENTAL VALUES OF
purpose; or
WATERS AND WATER 4. treated to meet the drinking water supply
QUALITY OBJECTIVES ARE environmental values prior to release.
PRESCRIBED IN SCHEDULE 1
OF THE ENVIRONMENTAL Editor’s Note—THE PLUMBING AND DRAINAGE ACT
PROTECTION (WATER) 2003 SETS OUT REQUIREMENTS FOR
POLICY 2009. WASTEWATER MANAGEMENT.
PO16 AO16 Not Applicable
On-site effluent treatment and disposal An onsite effluent system and disposal area is:
systems are designed, constructed
and managed to not compromise the 1. not located on a slope greater than 1 in (10%);
environmental values of waters and 2. not located at or below the 1% annual
water quality objectives. exceedance probability (AEP flood event);
3. not located within a riparian buffer area mapped
on a Biodiversity, Waterways and Wetlands
Overlay Map; and
NMA_ECAR_19323
Section 30
4. setback 400 metres minimum from the full supply
level of Lake Macdonald.
Editor’s Note—THE PLUMBING AND DRAINAGE ACT 2003
SETS OUT REQUIREMENTS FOR ON-site EFFLUENT
TREATMENT AND DISPOSAL. THE QUEENSLAND
PLUMBING AND WASTEWATER CODE AND ASSOCIATED
GUIDELINES ARE USED TO CONFIRM THE SUITABILITY
OF EACH site TO ACCOMMODATE AN ON-site SEWERAGE
FACILITY; OR WHERE A CENTRALLY LOCATED GROUP
COLLECTION TREATMENT SYSTEM IS PROPOSED,
CONFIRMATION AS TO THE SUITABILITY OF THE
DESIGNATED site TO ACCOMMODATE THE ON-
site SEWERAGE FACILITY. ADDITIONALLY, WHERE THE
COMBINED TOTAL PEAK DESIGN CAPACITY OF
EFFLUENT TREATMENT IS LESS THAN 21 EQUIVALENT
PERSONS, THE DESIGN OF THE SYSTEM ACHIEVES A
LOW TO MEDIUM RISK CLASSIFICATION IN
ACCORDANCE WITH SEQWATER’S LAND USE RISK
TOOL FOR ONSITE SEWERAGE FACILITIES.
NMA_ECAR_19323
Section 31
ENGINEERING CODE ASSESSMENT REPORT 20004 APPENDIX D – SEWER DRAWINGS NMA_ECAR_19323 [OCR of page images] Neil McKenzie & Associates Oy Ratu aa ie Otel ica ta Co ed Suite 14 /699A Sandgate Road CLAYFIELD QED 4011 P:-07 3862-1886. F:-07 3862-1397 [email protected] APPENDIX D — SEWER DRAWINGS ENGINEERING CODE ASSESSMENT REPORT 20004 NMA_ECAR_19323
Section 32
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LOCALITY PLAN
SCALE 1:5000
APPROVED SCALE 1:230 JOB DESCRIPTION DRAWING TITLE
_—_— ma NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN i NOOSA YOUNGCARE SEWERAGE LAYOUT PLAN
1 CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
MLE. AUST, RP.E.Q. 2097, NP.ER. 3 otnee ee, QLD 4011 APPROVED a ata TAG aun
me | Rasen me pm | NEL MCKENZIE de ASSOCIATES (©) Copyright Pan yy Soon ser OME xD DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C03 NUMBER
Section 33
PROPERTY CONNECTION
= = |
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= = S
2 = a
& = S|
MAINTENANCE HOLE / SHAFT No. - a =
MH / MS COVER TYPE @) |
MH / MS TYPE P2 |
BRANCH DROP TYPE A |
PROPERTY CONNECTION TYPE
EXISTING SEWER PIPE
DATUM 69.00
SW
PROP. DESCRIPTION
FP.
ROAD
PIPE NOMINAL DIAMETER (DN) TYPE, CLASS
DN 150 PVC SN8
DN 150 PVC SN8
GRADE (1 IN X)
20
87
LENGTH
61690
21774
DEPTH OF INVERT BELOW F.S.L.
1.320
1.250
2.90
2.70
INVERT LEVEL (IL)
69.43
69.50
72.25
72.50
FINISHED SURFACE LEVEL (FSL)
70.75
75.15
75.20
EXISTING SURFACE LEVEL (ESL)
70.75
CHAINAGE
0.00
61.690 | 75.15
83.465 75.20
LONGITUDINAL SECTION
SCALE: 1:250 — HORIZONTAL
G
1.
GENERAL NOTES :
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST
QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND STANDARDS.
. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH
THE RELEVANT AUSTRALIAN STANDARDS.
. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE
SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT
COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO
THE SEQ SERVICE PROVIDER SEWERAGE SYSTEM.
. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE
CARRIED OUT BY THE SEQ SERVICE PROVIDER AT THE DEVELOPER'S COST.
. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE
"ACCEPTED PRODUCTS AND MATERIALS” LIST.
. EACH ALLOTMENT SHALL BE SERVED BY A DN110 PE (OR DN100 PVC) PROPERTY
CONNECTION. FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN160 PE (OR
DN150 PVC) PROPERTY CONNECTION SHALL BE PROVIDED.
. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN
THE DRAWINGS.
. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM
OF 300mm AND A MAXIMUM OF 750mm. UNITYWATER REQUIRES MINIMUM EXTENSION
OF 500mm INTO PROPERTY.
. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS
NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION
WHEN TESTED IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION). TESTING
SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES
APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE
PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE REQUIRED
COMPACTION HAS BEEN ACHIEVED.
10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.
. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.
12. SEWERS SHALL BE DISUSED /ABANDONED IN ACCORDANCE WITH PROCEDURES SET
OUT IN THE SEQ SEWER CODE.
13. BENCH MARK AND LEVELS TO AHD.
14. EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION
FROM EXISTING SEWERS SHALL BE PROVIDED BY THE SEQ
SERVICE PROVIDER AT THE DEVELOPERS COST.
ENVIRONMENTAL CONDITIONS:
PLACE ON YOUR DRAWING NOTES AS RECEIVED IN YOUR APPROVAL LETTER FROM
THE ENVIRONMENTAL REGULATOR OR MANAGER. IF NOTES RELEVANT TO THIS
ESTATE ARE NOT SPECIFIED IN YOUR APPROVAL LETTER, TYPICAL NOTES AS
FOLLOWS SHALL BE PLACED ON ALL DRAWINGS.
VEGETATION PROTECTION :
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR 10
CONSTRUCTION, OR REPLACED IF DESTROYED.
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL
BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED
VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR
TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.
C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS
ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE
FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED
ARBORIST.
SOIL:
. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.
. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE
STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT
CONTROLS AROUND STOCKPILES.
C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS FROM THE
RISK ASSESSMENT BASED ON THE QUEENSLAND ACID SULPHATE SOIL TECHNICAL
MANUAL REQUIRES THAT ACID SULPHATE SOILS BE MANAGED AS FOLLOWS:
(DELETE IF NO ACID SULPHATE SOILS)
o>
CREEK CROSSINGS :
A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY
EXCAVATION WORK.
B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT
FROM ENTERING THE CREEK.
C. NO SOIL SHALL BE STOCKPILED WITHIN Sm OF THE CREEK.
4:25 VERTICAL
SCALE AS SHOWN JOB DESCRIPTION DRAWING TITLE
APPROVED HN NEIL McKENZIE & ASSOCIATES PTY. LTD. mam a NOOSA YOUNGCARE SEWERAGE LONGITUDINAL SECTION
CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
MIE. AUST, R.P.E.Q. 2097, N.P.ER. 3 Othe TONE, ono —— ~ car NOOSA HEADS SING
| ao Se aw Ne oe eee i ORR Oo PHONE: (07) 3862 1888 oa aah DELUCA DEVELOPMENT & CONSTRUCTION J sunaes Q20-004-C04 NUMBER
Section 34
ENGINEERING CODE ASSESSMENT REPORT 20004 APPENDIX E – DBYD INFORMATION NMA_ECAR_19323 [OCR of page images] Neil McKenzie & Associates Oy Ratu aa ie Otel ica ta Co ed Suite 14 /699A Sandgate Road CLAYFIELD QED 4011 P:-07 3862-1886. F:-07 3862-1397 [email protected] APPENDIX E — DBYD INFORMATION ENGINEERING CODE ASSESSMENT REPORT 20004 NMA_ECAR_19323
Section 35
PAPER SIZE A3 All underground cables shall be treated as being energised. Where a cable is located that is not represented on the ENERGEX EnerG/Se DBYD map, then ENERGEX shall be contacted immediately. | 4 This output provides details of the ENERGEX elactrical network. As variations may exist no responsibility is incurred by ENERGEX for the accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. For Emergency Situations Please call 13 19 62 UNCONTROLLED COPY a energex GIS DBYD Date: 12 Oct 20 Time: 14.32.30 Requested By: DBYD NOT TO SCALE ° 50m Enquiry No: 102734736 KEY MAP Enquiry Area LOCALITY DIAGRAM PAPER SIZE A3
Section 36
2
6 2
5 5
UNITYWATER DBYD MAP
3
7-4
9 2
6
0
S P
190
823
2
4
Sequence Number: 102734743 1
00SP
147
914 2
3
2
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04SP
151
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Job Number: 20410734 0
S P
152
217
3
7-4
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0
Printed On: 12/10/2020 2
1
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1300 086 489 16
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8 3
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This information on this plan is valid
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for 30 days from "Printed On" date.
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1
4
Extent of Unitywater Area
E
E
RB
1
1
AH
1
2 3
2
Trunk Main
1
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188
650
Water
1
1
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18
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0
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Water Pump Station
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9
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Overflow Main
10 2
8
A
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l Water Service 1 1
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1
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Sewer Pipe (Abandoned) 7 5 2
6 7 JS
r Water Valve 66 1
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P20
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1
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8 5 5
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Water Hydrant
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Pressure Sewer Service
5 9 1
1 9
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207
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Trunk Main
2
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OVERVIEW 1
3
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Reticulation Main
IV
1
9
Recycled Water 2
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2
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2
7272
AD
2
5 9293 3
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Recycled Water Pump Station 1 3
1 3
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Recycled Water 1 8
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Recycled Water Main 11 1
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1 1
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1
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Scale: 1:2051
1
7 1
4 1
3 1
±
2 5 1
7 1
9 1
6 9 2
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(If printed at 100%
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on A3 size paper) 2
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Dial Before You Dig
3 1
9 2
6 4 3
6
B
3
8 3
7
O
Geospatial Information Systems
TT
5 2
1 2
8 2
9
Ground Floor, 33 King St
LE
3
133 3
9
3
5 3
B
7
Caboolture QLD 4510
2
3 3
0 7
R
1
4 3
9 4
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1 4
3 4
Inquiries: 1300 0 Unity (1300 086 489)
SH
2
5 5
3
2 4
7 4
9
A
Email: [email protected]
5
1 5
6
VE
9 1
8 2
7 2 3
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9
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1
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173
872
Disclaimer 4
0RP
889
34
E
2
0 29 3
6 5
4
These Maps are supplied under the following conditions:- 1
5 29 3
8
SU
SU
2
2 31 4
0
W
Mapping details are supplied from information contained in Unitywater’s
N
N
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3
3
SH
SH
2
0A 9
E
O
IN 2
4 2
2
records which may have been furnished to Unitywater by other persons. 4
2
E
E
IN
AR
2
3
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B 5
2
Unitywater gives no warranty or guarantee of any kind, expressed,
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E 1
9 3
3 4
4
T
B
8 A 4
6
IM
IES
2
0
implied, or statutory, to the correctness or accuracy of the map details
EA R
C 2
6 3
5 7 4
8
H 2
1 5
0
R
2
1 1
8
C O
or the degree of compliance with any standards in this matter. Persons
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1
0 1
8
E
A
R
making decisions with financial or legal implications must not rely upon
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3
0
O
G
1
9
A
the map details shown on this plan for the purpose of determining
2
6A
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1 3
7
D
1
6
E
2
5 1
6 3
whether any particular facts or circumstances exist and Unitywater
5 7 9
Section 37
1
7 1
1
(and its officers and agents) expressly disclaim responsibility for any 1
2
7
3
4-3
8 1
4
loss or damage suffered as a result of placing reliance upon this information. 1
4
1
5
Section 38
WARNING: This document is confidential and may also be privileged. Confidentiality nor privilege is not waived or destroyed by virtue of it being
transmitted to an incorrect addressee. Unauthorised use of the contents is therefore strictly prohibited. Any information contained in this document
that has been extracted from our records is believed to be accurate, but no responsibility is assumed for any error or omission.
Optus Plans and information supplied are valid for 30 days from the date of issue. If this timeline has elapsed please raise a new enquiry.
Sequence Number: 102734741 Date Generated: 12/10/2020
For all Optus DBYD plan enquiries –
Email: [email protected]
For urgent onsite assistance contact 1800 505 777
Optus Limited ACN 052 833 208
Section 39
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UNITYWATER DBYD MAP
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The text continues on section 40.