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Appendix F. Civil Engineering Report Part 2
Attached to the e-mail Retail Bus Type 5 & Type 2 & Op Works -Civil Eng Report Pt 2 MCU17/0572 & OPW17/0611.
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Noosa Shire Council – The Noosa Plan
Building Works Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
does not present an appearance of excessive bulk and
overdevelopment when viewed from adjoining and
adjacent properties, any watercourses or the street.
Gross floor area - Noosa Heads Locality, S14.1 Refer to architectural plans
Detached House Zone, 6-14 Park Road
O14 If on premises at 6-14 Park Road Noosa Heads, the prepared by Nettleton Tribe for
The gross floor area and bulk and scale of buildings and maximum gross floor area does not exceed 150m2. details.
other roofed structures–
a) has a low site impact to maximise the opportunity
to retain natural site characteristics such as native
vegetation and natural landforms; and
maintains the safety of people and property from the
risk of landslide and bushfire.
Roof form S15.1 Buildings and structures do not include roof top Refer to architectural plans
O15 Roof forms— terrace areas.
a) contribute positively to the local skyline; prepared by Nettleton Tribe for
b) complement the low density character of the details.
locality;
c) do not present an appearance of excessive bulk to
side neighbours (ie. avoid low pitched roofs or box
profiles/parapets without eaves);
d) use simple traditional roof designs; and
e) do not create opportunities for residents to overlook the
private open space areas of neighbouring properties.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 12 of 20
July 2017
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Full text of sections 2 to 104 (of 138)
Section 2
Noosa Shire Council – The Noosa Plan
Building Works Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
Streetscape & character–Kin Kin village S16.1 If in Kin Kin village, buildings–
a) for the front elevation, have recessed or framed
O16 windows and doorways that are vertically
For Kin Kin village, the predominant Queensland vernacular proportioned and placed symmetrically in the
detached housing form is retained and enhanced by building façade; and
incorporating design elements reflecting or interpreting b) if more than 1 storey in height - have clearly defined
elements of this style of housing. vertical separation of floors by way of design
features such as verandas or changes of materials
or finishes.
Streetscape & character–Boreen Point village S17.1 Refer to architectural plans
O17 If in Boreen Point village and a
For Boreen Point village, the lakeside holiday detached Detached house— prepared by Nettleton Tribe for
housing character is maintained and enhanced by a) any building within 9m of the primary frontage and details.
ensuring the scale, bulk and siting of buildings and more than 1 storey in height, has any upper storeys
structures do not— set back at least 3m further from the primary
a) visually dominate the lot, dwelling units on adjoining frontage than the storey below;
lots or the frontage; S17.2 Refer to architectural plans
b) detract from the visual amenity of the streetscape Where located on a lot less than 600m 2 in area—
and surrounding village; and a) the combined gross floor area of all buildings prepared by Nettleton Tribe for
c) result in a loss of natural light to adjoining does not exceed 180m 2; or details.
dwellings or their private open space areas. b) if the Detached house consists of 3 or more
buildings and at least 2 contain habitable
rooms, the combined gross floor area of all
buildings does not exceed 230m 2.
Garages, carports and other Class 10a S18.1 Refer to architectural plans
buildings Within the Detached Housing, Semi- Attached Housing,
O18 Attached Housing and Visitor Mixed Use Zones, garages, prepared by Nettleton Tribe for
Within the Detached Housing, Semi- Attached Housing, carports and other class 10a buildings— details.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 13 of 20
July 2017
Section 3
Noosa Shire Council – The Noosa Plan
Building Works Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
Attached Housing and Visitor Mixed Use Zones, garages, a) have a front boundary setback of at least 6m; and
carports and other class 10 buildings are designed and b) garage doors that face the street and are visible
sited to visually integrate with any associated dwelling unit from the road frontage have a maximum width of
and avoid dominating the street by— 6m within any one plane, with additional garage
a) minimising the width of the garage or carport; doors setback an additional 1m from the frontage
and to break up the width of the garage façade.
b) minimising projection of the garage or carport
forward of the main face of the dwelling unit,
14.96 Effects of use
Lighting S19.1 Refer to electrical engineers plans
O19 A 1.5m landscaped buffer separates any private tennis
court or other sports court from side property for further details prior to OPW
Lighting associated with the use or works does not have an boundaries; commencement.
adverse impact upon the amenity enjoyed by users of
adjoining or nearby premises nor do it cause unreasonable
disturbance to local fauna. S19.2 Refer to electrical engineers plans
Tennis courts or half courts are fenced with fencing of for further details prior to OPW
3.6m in height for a full sized court or 2.4m in height commencement.
for a half court;
S19.3 Refer to electrical engineers plans
Any lit tennis court or other sports court is located at least for further details prior to OPW
60m from the external wall of an existing or approved commencement.
residential dwelling on an adjacent or nearby lot (as
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 14 of 20
July 2017
Section 4
Noosa Shire Council – The Noosa Plan
Building Works Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
measured from the centre line of the court);
S19.4 Refer to electrical engineers plans
For lighting– for further details prior to OPW
a) the vertical illumination resulting from direct, commencement.
reflected or other incidental lighting emanating
from the site does not exceed 8 lux when
measured at any point 1.5m outside the boundary
and at any level from ground level upward;
b) all flood lighting is hooded or baffled to direct
lighting downward or is of a type that gives no
upward component of light when mounted
horizontally;
c) all flood lighting is setback a minimum of–
i) 6m from the boundary to any
frontage; and
ii) 2m to any other boundary; and
d) lighting structures are not more than 8m in height.
Environmental Protection S20.1
O20 Where there is an existing building envelope on the
lot that contains vegetation protection measures,
The design, siting and construction of buildings and clearing of native vegetation and building works do
structures minimise the clearing of vegetation and where not extend beyond the building envelope, except for
the purposes of a driveway access;
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 15 of 20
July 2017
Section 5
Noosa Shire Council – The Noosa Plan
Building Works Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
there is an existing preliminary approval for the property that S20.2
contains vegetation protection measures, the proposal is Where there is no building envelope existing on the lot,
consistent with those measures. clearing of native vegetation, other than for a driveway
access does not extend beyond—
a) 30m of a building or 10m of a structure on lots
greater than 10ha;
b) 10m of a building or structure on lots 10ha or less
but more than 0.3ha; or
c) 3m of a building or structure on lots 0.3ha or less.
14.97 Self-contained units – building works
O21 S21.1
Building works do not result in an increase in the number of A Detached House or Community residence or
self-contained accommodation units or dwelling units on a dwelling unit contains no more than 1 kitchen and 1
property. laundry.
O22 S22.1
Studios, pavilions or other habitable outbuildings have
A Detached house accommodates 1 household only. a maximum gross floor area of 50m2;
S22.2
No part of a Detached house or Community residence
containing habitable rooms is more than 25m from another
part of the Detached house or Community residence.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 16 of 20
July 2017
Section 6
Noosa Shire Council – The Noosa Plan
Building Works Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
14.98 Protection of Extractive Resources
O23 S23.1
Where located within proximity of protected extractive Where located within an extractive resource area on
resources, building works for Residential Uses and Overlay Maps OM1.5— OM9.5, residential or
Community Uses incorporate design, orientation, and community buildings—
construction measures that mitigate the effects of noise, a) are located at least 200m from the Extractive
dust, ground vibration, or air blast overpressure from the Resource/Processing Area; and
extractive industry. b) achieve a minimum sound transmission class
rating of 30 for any windows or glass doors on the
wall closest to the Extractive Resource/Processing
Area.
14.99 Amenity
O24 S24.1
The removal building does not have an adverse impact Any part of the removal building that is affected by termite
on the amenity of the premises or surrounding premises. attack, borers, dry rot or severe weathering is repaired or
replaced using new or sound second-hand materials;
Editor’s note:
Council’s Environmental Health Section has S24.2
guidelines for the transportation and disposal of Any part of the removal building that is damaged as a
building materials containing asbestos. Locally, consequence of relocation is repaired using new or
asbestos can only be disposed of at Council’s landfill sound second-hand materials;
at Eumundi Road Noosaville.
S24.3
Where located in a town or village, external surfaces of the
removal building are cleaned and painted.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 17 of 20
July 2017
Section 7
Noosa Shire Council – The Noosa Plan
Building Works Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
14.100 Built form
Sloping Sites & Ridgelines S25.1 N/A.
O25 Buildings are not constructed on land with a slope
Detached houses and Ancillary dwelling greater than 1 in 3 (33%);
units in the Rural and Rural Settlement Zones on
sloping sites — S25.2 N/A
Buildings are of split level design that step down the
a) are responsive to the natural topography of the site
slope or are designed with a suspended floor
to minimise the need for cut and fill;
construction to minimise cut and fill;
b) do not visually dominate the hill slope or interrupt
the skyline;
S25.3 Development will comply.
c) are visually integrated with the natural site Cut or fill is less than 2m in depth relative to natural
characteristics including vegetation. ground level;
S25.4 Development will comply.
Buildings present no more than 2 storeys at any one
point;
S25.5 Development will comply.
The distance between the ground and the lowest part of
the floor of the building does not exceed 3m;
S25.6 N/A
The building incorporates undercroft skirting or screening
(e.g. timber battens) to the full height of any undercroft
area exceeding 3m above the ground;
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 18 of 20
July 2017
Section 8
Noosa Shire Council – The Noosa Plan
Building Works Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
S25.7 N/A
The building incorporates landscape screening for the
full height of any undercroft area exceeding 3m above
the ground.
Editor’s note
The following is a useful guide for ensuring that buildings on
sloping sites and ridgelines blend with the natural surrounds
and minimise glare and reflection. Appropriate colours will
depend on the existing native vegetation and backdrop, but
may include muted earth/environmental tones such as–
• green;
• olive green;
• blue green;
• grey green;
• yellow green;
• green blue;
• blue
• violet,
• indigo;
• brown;
• blue grey; and
green yellow.
14.101 Landscaping
O26 S26.1 Refer to landscape architects plans
The flood detention and amenity functions of areas No building works, filling or excavation works are within
adjacent to the revetment walls within Noosa Waters 4.5m of the centre line of the top of the concrete for details.
Estate are retained and enhanced by ensuring— revetment wall;
a) works do not protrude through a batter line of 1:4.5 S26.2
measured from the centre line of the revetment wall; A minimum of 25% of the area within 4.5m of the
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 19 of 20
July 2017
Section 9
Noosa Shire Council – The Noosa Plan
Building Works Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
b) there is no additional load placed on the revetment wall is planted with shrubs and trees with a Refer to landscape architects plans
revetment wall; and mature height of 3m or less; for details.
c) works do not pose a risk to the membrane adjoining
the revetment wall.
S26.3 Refer to landscape architects plans
d) the amenity of the locality is not adversely affected
by the building works, filling or excavation works or A maximum of 25% of the area within 4.5m of the for details.
improvements. revetment wall is under hard pavement and the balance is
to be grass, ground covers or scrubs provided no shrubs
are planted within the first 1m of the revetment wall;
S26.4 Refer to landscape architects plans
No tree species with a mature height of over 3m are
planted within 4.5m of the revetment wall; for details.
S26.5 Refer to landscape architects plans
The ground surface within the first metre from the
revetment wall is turf or groundcover; for details.
S26.6 Refer to landscape architects plans
Side boundary fences within 4.5m of the revetment wall for details.
taper down to a maximum height of 1.2m at the revetment
wall and no more than 1.5m at a distance of 2.25m from the
revetment wall.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 20 of 20
July 2017
Section 10
Noosa Shire Council – The Noosa Plan
Driveways and Carparking Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
14.112 General
O1 S1.1 ✓
Vehicular access is located and designed in
Vehicular access does not adversely impact on safety, accordance withAS/NZS2890.1:2004;
Refer to architectural plans
capacity and operations of the existing or planned road prepared by Nettleton Tribe for
network, the proposed driveway, cycleways or pedestrian details.
pathway systems.
Driveway’s to be constructed in
accordance with NSC guidelines
and standard IPWEAQ drawing RS-
051.
S1.2 ✓
Only one footpath crossing is provided
Refer to architectural plans
prepared by Nettleton Tribe for
details.
To be complied with at detailed
design / construction stages and in
accordance with Council DA and
OPW approval conditions.
S1.3 ✓
Driveways, have a maximum grade in accordance with
Council’s standard requirements.
Driveway’s to be constructed in
accordance with NSC guidelines
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 1 of 8
July 2017
Section 11
Noosa Shire Council – The Noosa Plan
Driveways and Carparking Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
and standard IPWEAQ drawing RS-
051.
O2 S2.1 ✓
Driveways and crossovers— Design of the driveway across the footpath is in
a) are suitable and safe for their intended use; and accordance with Council’s Standard Drawing
Driveway’s to be constructed in
b) match Council infrastructure. requirements as appropriate for the particular type of accordance with NSC guidelines
development as annotated on the drawings; and standard IPWEAQ drawing RS-
051.
S2.2 ✓
Driveways are designed and constructed in accordance
with Council Standard Drawing requirements , as
To be complied with at detailed
appropriate for the particular type of development as design / construction stages and in
annotated on the drawings; accordance with Council DA and
OPW approval conditions.
S2.3 ✓
The change in grades in the driveways and ramps is in To be complied with at detailed
accordance with Council’s Standard Drawing requirements design / construction stages and in
accordance with Council DA and
OPW approval conditions.
O3 S3.1 ✓
In commercial zoned areas, the number of driveways Design of multi-tenanted developments in commercial
across pedestrian footpaths is minimised. zoned areas include shared driveways and parking
Refer to architectural plans
areas; prepared by Nettleton Tribe for
details.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 2 of 8
July 2017
Section 12
Noosa Shire Council – The Noosa Plan
Driveways and Carparking Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
S3.2 ✓
Driveways are located so they abut existing driveways of
adjoining development where practicable and reciprocal
Refer to architectural plans
easements are created to reduce the sealed driveway prepared by Nettleton Tribe for
width. details.
To be complied with at detailed
design / construction stages and in
accordance with Council DA and
OPW approval conditions.
O4 S4.1 ✓
Vehicular access does not adversely impact on the Footpath and kerb crossings are located clear of existing
capacity, operations and maintenance of the existing stormwater inlet structures, water and sewerage
To be complied with at detailed
infrastructure; infrastructure fittings, any other exiting utility design / construction stages.
infrastructure, existing landscaping and vegetation.
O5 S5.1
Vehicular access does not adversely impact on the health Vehicular access avoids disturbance to the tree protection
and integrity of existing landscaping or native vegetation, zone of trees on public land.
where possible.
O6 S6.1 For— ✓
a) Ancillary dwelling unit, Multiple housing Type
Driveway run-off is filtered prior to leaving the premises. 2 if less than 5 carparking spaces, Visitor To be complied with at detailed
accommodation Type 1 and Home- based design / construction stages.
business Type 3—the driveway is formed to drain
to landscaped areas; and
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 3 of 8
July 2017
Section 13
Noosa Shire Council – The Noosa Plan
Driveways and Carparking Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
for other uses—grease and oil arrestors or stormwater
quality improvement devices are incorporated into the
design to treat run-off prior to run-off exiting from the
premises.
14.113 Carpark design and layout
O7 S7.1 Refer to architectural plans
Sufficient carparking is provided to accommodate the The number of parking and loading bays is not less than
number and type of vehicles likely to be generated by the the minimum number specified in Table 14-51 Vehicle prepared by Nettleton Tribe for
development having regard to the specifics of the use Parking Requirements; details.
including—
a) the type and intensity of land use;
b) any existing parking available on the site;
c) hours of operation;
d) likely numbers of users;
e) the peak parking demand periods of uses on the
site; and
the availability of alternative carparking.
O8 S8.1 Refer to architectural plans
The layout of the development provides adequate,
clearly defined and easily accessible— Buildings and structures are setback a minimum of 20m prepared by Nettleton Tribe for
a) on-site vehicle parking and manoeuvring from a water supply pipeline as shown on Overlay Map details.
areas; and OM3.5.
loading and manoeuvring areas for delivery and service
vehicles. S8.2 The number of loading bays is not less than the Refer to architectural plans
minimum number specified in Table 14-51. prepared by Nettleton Tribe for
details.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 4 of 8
July 2017
Section 14
Noosa Shire Council – The Noosa Plan
Driveways and Carparking Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
O9 S9.1 Refer to architectural plans
Parking areas are located where they will not unduly Carparking areas are accessed from rear laneways
conflict with pedestrians and will not dominate the where practicable. prepared by Nettleton Tribe for
streetscape. details.
O10 S10.1 Refer to architectural plans
Provision is made for a reasonable number of onsite car Carparking spaces are provided for people with prepared by Nettleton Tribe for
parking spaces identified and reserved for people with disabilities at the rate specified in the Australian details.
disabilities. Standards for Off-street Carparking.
O11 S11.1 ✓
Access and egress points do not impact on the safety and Vehicle manoeuvring areas are provided in
operations of the road system. accordance with Australian Standards for Off-street
Refer to architectural plans
Carparking so vehicles enter and leave the site in a prepared by Nettleton Tribe for
forward gear. details.
To be complied with at detailed
design / construction stages.
O12 S12.1 ✓
Parking areas are designed to - At locations where pedestrian and vehicle conflicts are
a) provide a progressive reduction in speed between likely to occur –
To be complied with at detailed
the external road and internal parking spaces; a) sight distances of at least 2.5 seconds of travel time design / construction stages.
b) ensure lower speeds near areas of high at the designated speed are provided;
pedestrian activity through the use of b) splayed corners on structures are incorporated;
appropriate road geometry or devices c) landscaping is designed to allow clear views; and
designed to limit speed; and d) sign placement ensures that sight distance
maintain sight distances which are appropriate for the requirements are not impeded.
likely operating speeds in all areas of potential
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 5 of 8
July 2017
Section 15
Noosa Shire Council – The Noosa Plan
Driveways and Carparking Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
pedestrian/vehicle and vehicle/vehicle conflict.
O13 S13.1 N/A
A clearly defined pedestrian network is provided In large open car parks with greater than 200 car
that – parking spaces, a pedestrian path between parking
a) is located in areas where people will choose to walk; spaces is provided on every second aisle.
b) ensures that pedestrian movement through car
parking areas or structures are along aisles rather
than across them.
O14 S14.1
Provision is made for pedestrian and vehicular queues at No probable solution identified;
conflict points.
O15 S15.1 Refer to architectural plans
Parking areas are lit to provide security for night-time users. Lighting is provided in accordance with the Australian prepared by Nettleton Tribe for
Standard for Road Lighting - Vehicular Traffic (Category V) details.
Lighting - Performance Installation and Design
Requirements.
O16 S16.1 N/A
Resident carparking is limited to one space per dwelling
In mixed use areas of Business centres residents do not unit or accommodation unit;
compete with customers for carparking spaces.
S16.2 N/A
Resident carparking is not located in the road reserve or
between the residential or business building and the
principal street frontage.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 6 of 8
July 2017
Section 16
Noosa Shire Council – The Noosa Plan
Driveways and Carparking Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
O17 No solution provided Refer to landscape architects plans
Car parking areas are landscaped to—
a) provide shade; for details.
b) maximise infiltration of stormwater run-off;
c) define parking areas;
d) reduce direct visibility of car parking areas from
external viewpoints; and
e) soften views of hardstand areas.
O18 No solution provided
Development with the potential to generate significant traffic
and parking impacts gives appropriate consideration to
transport and land use issues27.
Motor Cycles & Motor Scooters S19.1 Refer to architectural plans
O19 For Commercial businesses, Entertainment & dining
business, Industrial business Types 1 and 2, Retail prepared by Nettleton Tribe for
Designated Motor cycle or motor scooter parking spaces business Types 2, 4, 5, 6 and 7, Education Types 1 details.
reduce the reliance on cars. and 2, Open Space, Wellbeing Uses and Transport
Types 1, 2, 3 and 4 motor cycle parking spaces accord
with Planning Scheme Policy PSP26 Motor Cycle &
Motor Scooter Parking.
O20 S20.1 ✓
Grease and oil arrestors or stormwater quality
Carparks are designed to ensure run-off is treated to remove improvement devices are incorporated into the
Refer to civil engineering report in
pollutants prior to leaving the premise. design to treat run-off prior to it leaving the premises. specific stormwater quality section
prepared by this office.
O21 No solution provided Development will comply.
Carparking areas are designed to ensure drainage without
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 7 of 8
July 2017
Section 17
Noosa Shire Council – The Noosa Plan
Driveways and Carparking Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
the use of pumps or other electrical apparatus.self-
contained accommodation units or dwelling units on a
property.
O22 S22.1 Refer to landscape architects plans
Site layout and building design provides for
Below ground components of buildings, including car parks, for details.
soft landscaping to be established.
do not extend beyond the above ground footprint to allow
for the provision of landscaping, particularly within building
setbacks.
Education Types 1, 2 or 3 S23.1 Refer to architectural plans
O23 Paved setdown areas are provided within the site;
Carparking and setdown areas are designed and located prepared by Nettleton Tribe for
to facilitate their safe and efficient use. details.
S23.2 Refer to architectural plans
For a minimum of 50% of carparking spaces, pedestrian
access to buildings is not across or through driveways, prepared by Nettleton Tribe for
carparks, setdown or manoeuvring areas; details.
S23.3 Refer to architectural plans
Carparking and setdown areas are visible from off-site,
or signed. prepared by Nettleton Tribe for
details.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 8 of 8
July 2017
Section 18
Noosa Shire Council – The Noosa Plan
Earthworks Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
14.119 Effects of works
Drainage S1.1
O1 The finished surface gradient of any filled or excavated
✓
area is within the range 0.5% to 1.5% and drains to
Finished surface levels ensure land is free draining. Council’s stormwater infrastructure where available or
where stormwater infrastructure is not available, toward the To be complied with at detailed
street. design / construction stages.
Hydraulics No solution provided. N/A
O2
Any change to the level of the land does not have an adverse Site not affected by flooding
flooding impact on the flooding and drainage characteristics
off-site.
Geotechnical considerations For assessable development— ✓
O3 S3.1
Earthworks do not result in geotechnical instability on the
Filling works are undertaken in accordance with To be complied with at detailed
premises or nearby premises.
Section 2.8- Filling of Site of Council’s PSP5 -
Engineering Design Standards- Roads and Drainage &
design / construction stages.
Earthworks
S3.2 ✓
Where the filling is for residential commercial or industrial
purposes the works comply with Australian Standard -
Guidelines for earthworks on commercial & residential To be complied with at detailed
development. design / construction stages.
Local amenity S4.1 ✓
O4 The following control measures are
Earthworks do not cause disturbance to the amenity of the implemented—
neighbouring land. a) regular water spraying of exposed areas to
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 1 of 5
July 2017
Section 19
Noosa Shire Council – The Noosa Plan
Earthworks Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
suppress dust; To be complied with at detailed
b) provision of dust stabilised or sealed internal design / construction stages.
roads;
c) protective covering of exposed areas that are
left for more than 2 weeks; and
d) if there is no valid development permit for the
site, disturbed areas are revegetated using
species identified in PSP3 - Landscaping
Plants and Guidelines;
S4.2 ✓
Earthworks are undertaken only during the hours of 7am
to 6pm, Monday to Friday and 7am to 6pm on Saturday.
No work is undertaken on Sunday or public holidays. To be complied with at detailed
design / construction stages.
Vegetative Waste S5.1 ✓
O5 Cleared vegetation is transported off-site for disposal in
an approved green waste disposal facility;
Vegetation cleared from a development site is disposed of in To be complied with at detailed
an environmentally responsible manner. design / construction stages.
S5.2 ✓
Cleared vegetation is mulched on-site and reused for
landscaping of the finished development;
To be complied with at detailed
design / construction stages.
S5.3 ✓
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 2 of 5
July 2017
Section 20
Noosa Shire Council – The Noosa Plan
Earthworks Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
Cleared vegetation is disposed of for the purpose of To be complied with at detailed
firewood. (Note: Disposal of vegetative waste by burning off design / construction stages.
is not an acceptable method of disposal).
Managing contamination risk S6.1 ✓
O6 The fill material is solid clean earth, free of putrescible or
refuse material, vegetation, acid sulfate soils, building or
Materials used as fill are suitable for development of the land construction material or other material or contaminants; To be complied with at detailed
and filling or excavation works do not result in the design / construction stages.
contamination of land.
S6.2 N/A
The site is not on the contaminated land register.
Haulage activity and amenity ✓
O7 No solution provided
Haulage of material to and from a site ensures—
a) minimal disturbance to neighbouring properties To be complied with at detailed
and properties along the haulage route; and design / construction stages.
b) Council’s road infrastructure including
pavements is not adversely affected.
Extent of earthworks S8.1 ✓
O8 All earthworks, including cut and fill batters, retaining
Earthworks are contained within the subject walls etc are contained within the subject site.
property. To be complied with at detailed
design / construction stages.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 3 of 5
July 2017
Section 21
Noosa Shire Council – The Noosa Plan
Earthworks Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
Sloping sites S9.1 ✓
O9 Cut or fill is less than 2m in depth relative to the natural
On sloping sites, excavation or filling are designed to ground surface.
maximise the use of natural slope and minimise the need To be complied with at detailed
for cut and fill. design / construction stages.
O10 S10.1 ✓
Provision is made for a reasonable number of onsite car Carparking spaces are provided for people with disabilities
parking spaces identified and reserved for people with at the rate specified in the Australian Standards for Off- To be complied with at detailed
disabilities. street Carparking. design / construction stages.
Environmental protection ✓
O10 No solution provided.
Earthworks minimise any adverse impact upon
groundwater, watercourses, drainage lines, wetlands, To be complied with at detailed
and native vegetation. design / construction stages.
Dams S11.1 N/A
O11 Dam location and construction does not impact Where the site is in the Rural Zone—
upon neighbouring properties in terms of— a) the land has a slope of less than 25% (1:4);
a) hydrology; and
b) alteration of existing overland flowpaths and b) the earthworks including cut and fill batters and
patterns; retaining walls are setback a minimum of 50m from
c) landslide or failure of dam wall; and the property boundary; and
d) effluent disposal areas. c) the size of the lot is greater than 5
hectares;
S11.2 N/A
Where the site is in the Rural Settlement Zone or the
Rural Zone where the lot is less than 5 hectares—
a) the land has a slope of less than 1:6; and
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 4 of 5
July 2017
Section 22
Noosa Shire Council – The Noosa Plan
Earthworks Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
b) the earthworks including cut and fill batters and
retaining walls are setback a minimum of 20m from
the property boundary; and
c) involving less than 500m 3 of material;
S11.3 ✓
For all other zones— No solution provided.
To be complied with at detailed
design / construction stages.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 5 of 5
July 2017
Section 23
Noosa Shire Council – The Noosa Plan
Erosion and Sediment Control Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
14.124 Effects of works
Erosion and drainage control, sediment capture S1.1
and stormwater runoff Construction works are designed, planned and
✓
O1 executed with respect to the principles of erosion
reduction, drainage management and sediment capture
Development design, density, layout, and staging provide for in accordance with Appendix 2, Table A of the To be complied with at detailed
erosion control, drainage control and sediment capture and Queensland State Planning Policy and International design / construction stages.
treatment during the construction phase. Erosion Control Association Best Practice Erosion and
Sediment Control (BPESC) 2008;
S1.2 ✓
Construction works are designed and managed to restrict
the extent of clearing and soil exposure to that necessary
for access, and safe construction; To be complied with at detailed
design / construction stages.
Refer to civil engineering report, in
specific stormwater quality section
prepared by this office.
S1.3 ✓
Clean stormwater is diverted or managed around or
through the site without increasing the concentration of
total suspended solids or other contaminants in the flow To be complied with at detailed
and without causing erosion (onsite or offsite); design / construction stages.
Refer to civil engineering report, in
specific stormwater quality section
prepared by this office.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 1 of 3
July 2017
Section 24
Noosa Shire Council – The Noosa Plan
Erosion and Sediment Control Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
S1.4 ✓
Cleared areas are effectively stabilised prior to rainfall if
works are delayed or works are not intended to occur
immediately; To be complied with at detailed
design / construction stages.
Refer to civil engineering report, in
specific stormwater quality section
prepared by this office.
S1.6 ✓
For buildings,
a) upstream runoff must be diverted around the
construction site; and To be complied with at detailed
b) sediment barriers are provided downslope of design / construction stages.
disturbed areas to prevent sediment washing into
gutters, drains and watercourses either on or off the Refer to civil engineering report, in
site; and specific stormwater quality section
c) exposed soil and construction access must be prepared by this office.
managed in accordance with International Erosion
Control Association Best Practice Erosion and
Sediment Control (BPESC) 2008; and
d) temporary or permanent downpipes are connected
to the stormwater system before laying the roof; or
e) localised erosion is avoided by directing flow from
downpipes over non-erosive areas.
O2 S2.1 N/A
Works in a watercourse
Work within waterways must be undertaken in accordance
Construction activities within watercourses are planned to
with Best Practice Erosion and Sediment Control, Appendix
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 2 of 3
July 2017
Section 25
Noosa Shire Council – The Noosa Plan
Erosion and Sediment Control Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
prevent erosion, construction failure and associated I – Instream works, Sections 14 and 16 International
sedimentation. Erosion Control Association 2008
S2.2 ✓
Temporary vehicular crossings of waterways must be
designed and constructed to convey flows for the 50%AEP To be complied with at detailed
event and remain stable for all rainfall events up to design / construction stages.
10%AEP event.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 3 of 3
July 2017
Section 26
Noosa Shire Council – The Noosa Plan
Existing Services Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
Setbacks and easements S1.1 ✓
O1 The footing of any structure or building is located clear of
Development near a sewer, water main, stormwater the zone of influence but no closer than 1.5m (measured
drain, overland flow path or associated structure does horizontally) from infrastructure including sewers, water To be complied with at detailed
not— mains and stormwater structures; design / construction stages.
a) adversely affect the function of the service;
b) place an additional load on the service; and S1.2 ✓
c) unduly increase future maintenance costs. No building or structure overhangs the
zone of influence;
To be complied with at detailed
design / construction stages.
S1.3 ✓
Finished surface levels maintain a minimum of
600mm of cover, but no greater than 3m of cover to
the underground infrastructure; To be complied with at detailed
design / construction stages.
S1.4 ✓
If the existing surface level is altered, surface level
services including manholes and inspection points are
altered to match the new surface level; To be complied with at detailed
design / construction stages.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 1 of 3
July 2017
Section 27
Noosa Shire Council – The Noosa Plan
Existing Services Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
S1.5 ✓
Alterations are constructed in accordance with Section 4
of PSP5 –Engineering Design Standards – Roads,
Drainage and Earthworks and applicable water and To be complied with at detailed
sewerage design standards; design / construction stages.
S1.6 ✓
Existing services are relocated and the design and
construction of the relocated services is in accordance
with Section 4 of PSP5 –Engineering Design Standards – To be complied with at detailed
Roads, Drainage and Earthworks and applicable water design / construction stages.
and sewerage design standards.
O2 S2.1 ✓
Maintenance access is provided to all sewers, water mains,
stormwater drains, overland flow paths and associated For trunk infrastructure a registered easement in favour of
structures. Council is created over all underground infrastructure To be complied with at detailed
located in private property; design / construction stages.
S2.2 ✓
The width of the easement is the greater of 3m or the width
of the zone of influence; To be complied with at detailed
design / construction stages.
S2.3 ✓
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 2 of 3
July 2017
Section 28
Noosa Shire Council – The Noosa Plan
Existing Services Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
The easement is centred over the centreline of the
infrastructure. To be complied with at detailed
design / construction stages.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 3 of 3
July 2017
Section 29
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
14.144 Strategic Transport Network
O1 S1.1 N/A
Traffic generation from the development is considered in a Where the development leads to the need to increase
localised and a Shire wide context to ensure that— transport infrastructure in the Shire, the development
contributes to the transport network in accordance with the
a) the transport network has the capacity to safely requirements of the applicable infrastructure charging
and efficiently accommodate projected instrument and the Priority Infrastructure Plan in
movements; and/or accordance with legislation.
b) the development includes measures to upgrade
the transport network to meet the imposed Editor’s note
demands. Council may for some development require the preparation
of a Transport Impact Assessment Report. Planning
Scheme Policy PSP1 details matters to be addressed in the
Report.
O2 S2.1 N/A
The street network has high street connectivity, both within Road planning and development design facilitates as many
the development and to the surrounding local area. Refer to traffic engineers report
pedestrian and cycle movements as possible and provides
supporting the development.
for future connectivity and integration with adjoining sites;
S2.2 N/A
Arterial and sub-arterial roads are designed so they
can operate with acceptable volumes of traffic during Refer to traffic engineers report
peak times; supporting the development.
S2.3 N/A
Collector and local streets are provided to support short
trips for local traffic moving in and between
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 1 of 16
July 2017
Section 30
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
neighbourhoods. Local traffic is channelled towards Refer to traffic engineers report
collector streets to ensure that traffic volumes on local supporting the development.
street are kept low;
S2.4 N/A
Collector and local streets are designed to discourage
through traffic; Refer to traffic engineers report
supporting the development.
S2.5 N/A
A collector street is provided parallel to arterials
particularly where they pass through town centres; Refer to traffic engineers report
supporting the development.
S2.6 N/A
Appropriate width of road and verge is provided to allow
Refer to traffic engineers report
streets to perform their designated functions in the street
supporting the development.
network;
S2.7 N/A
A network of local streets focused towards an activity
centre or school is provided for safe and efficient Refer to traffic engineers report
pedestrian and bike access to the school, safe supporting the development.
conditions for school buses, setdown facilities, with on-
site parking where practical;
S2.8 N/A
Passive surveillance is maximised by designing streets
to enable development to front all streets and roads, Refer to traffic engineers report
including arterials; supporting the development.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 2 of 16
July 2017
Section 31
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
S2.9 N/A
Streets near Public Passenger Transport facilities are
Refer to traffic engineers report
orientated to optimise the walkable catchments within 800
supporting the development.
metres walking distance;
S2.10 N/A
The street network has no more than 15 percent of lots
Refer to traffic engineers report
fronting cul-de-sacs. The maximum cul-de-sac length is 120
supporting the development.
metres;
S2.11 N/A
Street stubs to adjacent future development areas are
provided at spacings of 200 m or closer to enable future Refer to traffic engineers report
street connections to be made; supporting the development.
S2.12 N/A
Street block lengths are not more than 240 m long, and
Refer to traffic engineers report
predominantly around 150-180 m long. Street block lengths
supporting the development.
are generally shorter closer to town and neighbourhood
centres;
S2.13 ✓
Direct, safe and attractive pedestrian and cycle routes are
provided within and through the development and connect To be complied with at detailed
to bus stops. design / construction stages.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 3 of 16
July 2017
Section 32
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
O3 S3.1 N/A
Development is designed – Higher density development is concentrated along public
a) To encourage travel by community transport, transport Routes; Refer to traffic engineers report
walking and cycling rather than by private car; and supporting the development.
b) To maximise accessibility via existing and planned
community transport facilities S3.2 N/A
There is provision for bus routes through development
sites; Refer to traffic engineers report
supporting the development.
S3.3 N/A
Bus routes are located to maximise patronage
catchment and to consider personal safety, lighting and Refer to traffic engineers report
traffic management; supporting the development.
S3.4 N/A
At least 90 percent of all residents are located within 400
metres of an existing or planned bus route; Refer to traffic engineers report
supporting the development.
S3.5 N/A
Pedestrian and cycle movement is provided within
local streets to and through development; Refer to traffic engineers report
supporting the development.
S3.6 N/A
Attractive and safe pedestrian and cycle connections are
provided with shade trees, graded walking and cycle paths Refer to traffic engineers report
and lighting; supporting the development.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 4 of 16
July 2017
Section 33
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
S3.7 N/A
Buildings and pedestrian entrances are oriented to
the street; Refer to traffic engineers report
supporting the development.
S3.8 N/A
Pathways have ramps at all kerb corners for wheelchair
and pram access; Refer to architectural plans
prepared by Nettleton Tribe for
further details.
S3.9 N/A
Every development has convenient and prominent
pedestrian entrances that cater for all pedestrians Refer to architectural plans
including older people, children and the mobility and prepared by Nettleton Tribe for
vision impaired; further details.
S3.10 N/A
Expanses of ground level blank walls along street
frontages, and large driveways and entrances to Refer to architectural plans
carparks are avoided; prepared by Nettleton Tribe for
further details.
S3.11 N/A
Bus routes are not be located away from activity
centres; and Refer to traffic engineers report
supporting the development.
S3.12 N/A
Facilities for boarding and exiting community transport
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 5 of 16
July 2017
Section 34
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
facilities are incorporated into developments; Refer to traffic engineers report
supporting the development.
S3.13 N/A
Pedestrian and cycle routes within or adjacent to the
development are overlooked by adjoining buildings, make Refer to traffic engineers report
use of views and attractive sights, have lighting and are supporting the development.
signposted;
S3.14 ✓
Suitable car restraint measures are adopted within the
development such as lower speed limits or traffic
calming measures to support greater pedestrian and To be complied with at detailed
cycle movement; design / construction stages.
S3.15 N/A
Traffic management devices on potential bus routes are
provided in accordance with the accepted development Refer to traffic engineers report
subject to requirements code for undertaking road works supporting the development.
on local government roads, under the Transport Planning
and Coordination Regulation 2005;
S3.16 N/A
Streets identified as potential bus routes are— Refer to traffic engineers report
a) collector streets and sub-arterial/arterial roads
supporting the development.
which provide highly accessible and relatively
direct routes wherever practical;
b) those that provide for the shortest and most
direct route for an efficient public transport
service; and
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 6 of 16
July 2017
Section 35
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
c) those that can efficiently service adjoining
development areas.
O4 No solution provided.
Development access does not compromise the functions
of particular roads as indicated in the road hierarchy, and
does not adversely impact on the safety, capacity and
operations of the road system.
14.145 Pedestrian and Cycle Path Infrastructure
O5 S5.1
Pedestrian and cycle path infrastructure is provided – Consideration is given to existing and future pathway
a) to form an integrated component of the movement linkages and pathways link to the Local and Regional Cycle
network and the open space system; Network and to the Priority Infrastructure Plan in Part 15.
b) to encourage walking and cycling; S5.2
c) to add variety and visual interest; Direct and accessible linkages are provided into
d) to conserve street trees, vegetation and other the site.
significant features;
e) to allow equitable access to public areas and
community facilities;
f) with adequate lighting where subject to high night S5.3
time usage; Pathway and landscape works are provided to a high
g) in locations where there is casual standard to Council specifications and assessed for
surveillance; compliance with local government cycling facility design
standards.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 7 of 16
July 2017
Section 36
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
h) or widened at potential conflict points; S5.4 N/A
i) to incorporate—
i) street tree planting to enhance the Pathways are provided to cater for shared use and cater for Refer to architectural plans
streetscape; both commuting and recreational usage and exceed prepared by Nettleton Tribe for
ii) directional signage that is visible under all minimum standards. further details.
conditions.
O6 S6.1
Pedestrian and cycle path infrastructure is designed and Pedestrian and cycle path infrastructure is designed and
constructed to – constructed –
a) provide a stable, smooth surface, including across a) in accordance with AUSTROADS;
driveways, sections and joins; b) to comply with local government design
b) be easily maintained; standards;
c) a width and longitudinal gradient to cater for c) to have navigational signs in accordance with
projected usage, including nearby— Council ‘Wayfinding’ signage specifications; and
i) high activity nodes; d) to incorporate –
ii) public transport; i) kerb ramps at all intersections and
iii) centres; designated crossings;
d) provide clear sight-lines for safe use; and ii) refuge islands on all roads with median strips;
e) be free of any obstructions such as fences, signage and
and bollards. iii) holding rails for cyclists at the intersection
of trunk collector, sub- arterial and arterial
roads that are positioned in accordance
with –
A. Australian Standard 1742.9: 2000 - Manual
of Uniform Traffic Control Devices - Bicycle
Facilities; and
B. AUSTROADS Part 14 - Bicycles - Section
9; and
C. AUSTROADS Part 13 – Pedestrians.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 8 of 16
July 2017
Section 37
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
Editor’s note:
All pathways are considered shared use pathways,
which Cyclists can legally use, unless bicycles are
specifically prohibited through signs or markings (such
as in town centres).
14.146 Road and Drainage and Construction
O7 S7.1
Road planning and design supports the hierarchy and
Roads and pedestrian and cycle paths are planned and functional aspects identified in Sections 2 and 3 of
designed to support the hierarchy and functional aspects PSP5 Engineering Design Standards – Roads,
identified in Sections 2 and 3 of PSP5 Engineering Drainage and Earthworks;
Design Standards – Roads, Drainage and Earthworks and S7.2
to ensure that— Road and pathway planning and design is in accordance
a) design and alignment of the roads, intersections with, in order of precedence—
and all associated works— a) Noosa Integrated Local Transport Plan;
i. provides a safe environment for all users; b) Queensland Transport’s Shaping Up;
ii. is adequate for the design speed c) Queensland Design Code for Residential Streets;
environment; d) AUSTROADS Guide to Traffic
iii. is adequate for predicted traffic volumes; Engineering Practice;
and e) Sections 2 and 3 of PSP5 Engineering Design
iv. maintains the safe and efficient functioning of the Standards – Roads, Drainage and Earthworks; or
road network without the use of traffic signals; f) the Noosa Cycling and Walking Network
v. is compatible with existing roads; Development Plan;
vi. is easily maintained by Council OR
equipment; and g) A combination of the principles in these
vii. where appropriate, has the ability to documents.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 9 of 16
July 2017
Section 38
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
accommodate public transport services; S7.3
b) road pavement surfaces— On-road cycling treatment is utilised to provide safe
i. are durable enough to carry estimated wheel and continuous movement of cyclists along a
loads of travelling and parked vehicles; roadway, such as--
ii. provide for the safe passage of vehicles, a) sealed shoulders;
pedestrians, cyclists, and discharge of b) wide kerbside lane;
stormwater run-off from contributing c) exclusive or peak period bicycle lane;
catchments and the preservation of all weather d) advisory treatments such as Bicycle
access; Awareness Zone;
c) kerb and channel— e) shared parking / bicycle lane;
i. controls vehicle movement by delineating f) contra flow bicycle lane; and
the carriageway for all users; g) bus/bicycle lane.
ii. conveys road pavement run-off to stormwater
drainage in a manner that allows the road to be S7.4
trafficable in Q100 ARI local rainfall events; and The provision of bicycle lanes at intersections is
d) verges and footpaths provide— generally in accordance with AUSTROADS Part 14,
i. safe access for pedestrians and cyclists section 5 and the Manual of Urban Traffic Control
clear of obstructions; Devices (MUTCD) Part 9.
ii. an access area for vehicles onto
properties;
iii. a corridor allocated for services and utilities;
and
iv. additional amenity for minor roads.
O8 S8.1 Development will comply.
Stormwater drainage infrastructure is planned, Stormwater drainage planning, design and construction
designed and constructed to— is in accordance with Section 4 of PSP5 Engineering Refer to civil engineering report
a) be accessible, cost effective and easily Design Standards – Roads, Drainage and Earthworks; prepared by this office.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 10 of 16
July 2017
Section 39
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
maintainable; S8.2 Development will comply.
b) protect downstream capacity; As Constructed data is submitted in accordance with
c) protect downstream water quality; Section 6 of PSP5 Engineering Design Standards –
d) maximise on-site stormwater retention and Roads, Drainage and Earthworks;
retardation; and S8.3 ✓
e) convey run-off to stormwater drainage in a
Stormwater drainage planning, design and construction is
manner that allows roads to be trafficable in
Q100 ARI local rainfall events. in accordance with the Queensland Urban Drainage Design To be complied with at detailed
Manual. design / construction stages.
Refer to civil engineering report
prepared by this office.
O9 S9.1 ✓
Roads and stormwater drainage infrastructure is Roads and stormwater drainage infrastructure is
constructed— constructed in accordance with—
a) in accordance with appropriate a) Sections 2, 3 and 4 of PSP5 Engineering Design To be complied with at detailed
engineering standards; and Standards – Roads, Drainage and Earthworks; design / construction stages.
b) to minimise adverse environmental b) Queensland Design Code for Residential Streets;
impacts, including from run-off and c) AUSTROADS; or Refer to civil engineering report
erosion. d) A combination of the principles in these prepared by this office.
documents;
S9.2 ✓
Erosion and sediment control measures are designed
and implemented in accordance with the Institution of
Engineers Australia (Queensland Division) Soil Erosion To be complied with at detailed
and Sediment Control - Guidelines for Queensland design / construction stages.
Construction Sites.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 11 of 16
July 2017
Section 40
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
Refer to civil engineering report
prepared by this office.
Environmental Protection S10.1
O10 Roads and stormwater drainage follow the edge of
Roads and stormwater drainage infrastructure are located existing disturbed areas, or alternatively, these works
and aligned so as to— are co-located within a combined utility corridor;
a) minimise disturbance to native vegetation S10.2
and/or other habitat areas; Roads avoid native vegetation and provide for fauna
b) protect and maintain wildlife corridor movements and underpasses and associated fencing where
the safety of native fauna; appropriate;
c) minimise changes to the hydrological regime, S10.3
including drainage patterns, run-off and water quality;
Road infrastructure within or adjacent to native habitat
d) avoid crossing watercourses, drainage lines and
wetlands, but where such crossings are unavoidable, incorporates fences which allow for protected wildlife
disturbed areas are reinstated and revegetated on movement and controls unrestricted access of domestic
completion of works; and cats and dogs;
minimise bulk earthworks. S10.4
Native vegetation is protected from clearing or
construction activities by—
a) clearly marking vegetation to be retained with
flagging tap;
b) installing protective fencing around the
dripline of vegetation; and
c) ensuring stock piling, storage and vehicle parking
occur outside the areas of vegetation to be
retained;
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 12 of 16
July 2017
Section 41
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
S10.5
Low impact construction techniques are used around areas
of vegetation to be retained to minimise interference with
the vegetation.
O11 No solution provided
Roads and stormwater drainage infrastructure is proven
to be suitable for its use prior to Council accepting the
dedicated asset.
O12 S12.1 ✓
Alignment of stormwater drainage infrastructure is to The location, design and construction of stormwater
allow for easy access for the ongoing maintenance by drainage structures is in accordance with Sections 4 and
Council. 5 of PSP5, Engineering Design Standards - Roads, To be complied with at detailed
Drainage and Earthworks; design / construction stages.
S12.2 ✓
Where infrastructure is located on private land an
easement is dedicated over the infrastructure in
accordance with Section 4 of PSP 5, Engineering Design To be complied with at detailed
Standards – Roads, Drainage and Earthworks. design / construction stages.
14.147 Frontage works
O13 S13.1 ✓
Development is provided with external roadworks along the The following infrastructure components already exist at
full extent of the frontage of the site to an appropriate the frontage of the site or are provided at the
standard having regard to the specified function of the road. developer’s expense—
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 13 of 16
July 2017
Section 42
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
a) full width sealed road; To be complied with at detailed
b) concrete kerb and channel where design / construction stages.
appropriate;
c) forming and grading to footpaths;
d) vehicular kerb and footpath crossings;
e) a constructed bikeway;
f) a constructed footpath;
g) a constructed carriageway;
h) required alterations to public utility mains, services
or installations;
i) construction of any required alterations to public
utility mains, services or installations;
j) stormwater drainage works; and
k) installation of electrical conduits;
S13.2 ✓
Road and drainage design and construction is in
accordance with Sections 3 and 4 of PSP5 Engineering
Design Standards – Roads, Drainage and Earthworks. To be complied with at detailed
design / construction stages.
14.148 Road and rail corridors
O14 S14.1 N/A
Noise sensitive uses including residential uses are not Noise sensitive uses including residential uses are
subjected to high traffic noise levels from the major road separated by a minimum of—
network or rail corridors. a) 40m from the property boundary of roads within
the major road network; and
b) 80m from the property boundary of rail
corridors;
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 14 of 16
July 2017
Section 43
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
S14.2 N/A
Development in the vicinity of road corridors meets
the following external design criteria for roads in the
major road network—
a) 54dB(A)L10 (18hours) based on predicted traffic
volumes ten years hence;
S14.3 N/A
Development in the vicinity of rail corridors meets the
following external design level noise criteria—
a) 65dB(a), assessed as the 24hour average
equivalent continuous A- weighted sound
pressure level; and
b) 87dB(A), assessed as a single event
maximum sound pressure level.
14.149 Staged development
O15 Staged development is planned, designed and No solution provided. N/A
constructed to ensure that—
a) each stage of the development can be
constructed without interruption to services and
utilities provided to the previous stages;
b) the infrastructure provided is capable of servicing
the entire development; and
c) the materials used are consistent throughout the
development.
14.150 Alterations to services and utilities
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 15 of 16
July 2017
Section 44
Noosa Shire Council – The Noosa Plan
Transport, Roads and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
O16 S16.1 Development will comply.
Any alterations or repairs to infrastructure as a result of Any alterations or repair to infrastructure as a result of the
the development are made at no cost to Council. development are completed at the developer’s expense.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 16 of 16
July 2017
Section 45
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
Maintenance of environmental values and water S1.1
quality objectives Development meets the applicable performance
✓
O1 outcomes of the State Planning Policy Appendix 2 SPP
Downstream ecosystems, properties and infrastructure Code: Water Quality;
are not adversely impacted by either changes to flow, To be complied with at detailed
water quality or ecosystem health caused by design / construction stages.
development.
Refer to civil engineering report,
in specific stormwater quality
section prepared by this office.
S1.2 Development will Comply.
Design and construction methods for stormwater quality
treatment assets are in accordance with Healthy
Waterways Water By Design Guidelines; To be complied with at detailed
design / construction stages.
Refer to civil engineering report,
in specific stormwater quality
section prepared by this office.
S1.3 Development will Comply.
Commitments are made to implement a cost effective
maintenance strategy for the life cycle of any engineered
water quality treatment device; To be complied with at detailed
design / construction stages.
Refer to civil engineering report,
in specific stormwater quality
section prepared by this office.
S1.4 N/A – site less than 2,500m2
Water quality nutrient load modelling is undertaken in hence no treatment train
accordance with Water by Design Music Modelling modelling required in accordance
Guidelines to demonstrate compliance with the SPP
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 1 of 5
July 2017
Section 46
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
nutrient reduction requirements; with SPP 2017.
S1.5 ✓
Stormwater outlets that directly discharge to naturally acidic
environments are managed to prevent eutrophication;
To be complied with at detailed
design / construction stages.
Refer to civil engineering report,
in specific stormwater quality
section prepared by this office.
Stormwater outlets directly into
existing Council infrastructure.
S1.6 ✓
Suitable methods are incorporated to prevent the spread of
invasive environmental weed species at stormwater outlets.
To be complied with at detailed
design / construction stages.
Refer to civil engineering report,
in specific stormwater quality
section prepared by this office.
Water demand S2.1 ✓
O2 Captured water is plumbed to be available for all
Urban development reduces the need for mains water by external uses including gardening, irrigation, ponds
capturing and utilising run-off from appropriate areas on and outdoor cleaning. To be complied with at detailed
site. design / construction stages.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 2 of 5
July 2017
Section 47
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
O3 S3.1 Refer to landscape architects plans
Urban development reduces the need for mains water by Planting is in accordance with PSP 3 Landscaping
eliminating requirement for irrigation via the use the Plans and Guidelines. for further details.
endemic plant landscaping design.
O4 S4.1 ✓
Backflow devices or similar systems are installed, where A suitable backflow prevention device is installed to
necessary, to ensure water reuse facilities have no protect the drinking water within the reticulated water
impact on the quality of the town mains water. supply in accordance with AS/NZS 3500:2003 Plumbing To be complied with at detailed
and Drainage. design / construction stages.
Refer to hydraulic engineers plans
during detailed design phase.
Shire Business Centre No probable solution
O5
Within the Shire Business Centre site, as shown on Map
SBC run-off treatment is contained within the
developable areas of the site and drainage lines are only
used for final polishing of run-off;
O6 No probable solution
Within the Shire Business Centre site, as shown on Map
SBC, on-site detention measures are contained within the
developable areas of the site, clear of drainage lines and
Open Space Precincts.
Use of natural treatments and systems S7.1
O7 No probable solution
Natural treatment strategies, including grass swales and
bio-retention systems, vegetated filtration strips and
gross pollutant traps, are used wherever possible.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 3 of 5
July 2017
Section 48
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
O8 S8.1 ✓
Development design including density and scale provides Integration of stormwater quality treatment is in
adequate footprint to integrate all elements of stormwater accordance Healthy Waterways Water Sensitive Urban
quality and quantity treatment infrastructure including, Design Guidelines for South East Queensland and the To be complied with at detailed
where relevant, bio retention basin batters and Water by Design Bio retention Technical Design design / construction stages.
maintenance access, without the need for retaining walls. Guideline.
Refer to civil engineering report,
in specific stormwater quality
section prepared by this office.
O9 S9.1 ✓
Stormwater conveyance channels use natural channel Landscape and ecological features (e.g. plant species
design principles to convey external catchment stormwater and habitat types) used in stormwater conveyance
through the development site and support landscape, channels are complementary to the local context, To be complied with at detailed
passive recreation and ecological values. including natural waterways; design / construction stages.
Refer to landscape architects
plans for further details.
S9.2 ✓
Planting densities result in a stable channel over the
long term and minimize potential for invasive weed
growth. To be complied with at detailed
design / construction stages.
Refer to landscape architects
plans for further details.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 4 of 5
July 2017
Section 49
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
O10 S10.1 ✓
Development design and operation facilitates nil increase in Methods to prevent gross pollutants entering stormwater
gross pollutants entering stormwater systems. systems and waterways are adopted that—
a) are low maintenance; To be complied with at detailed
b) prevent nutrient leaching in the event scheduled design / construction stages.
maintenance is delayed; and
c) facilitate human behaviour change (e.g. Refer to civil engineering report,
signage, bins). in specific stormwater quality
section prepared by this office.
Solution: ✓ = Acceptable Solution
A/S = Alternative Solution
N/A = Not applicable to this proposal
Page 5 of 5
July 2017
Section 50
State Planning Policy (April 2016)
Appendix 3, SPP Code: Water Quality
Performance
Acceptable Outcomes (AO) Response
Outcomes (PO)
Plan to avoid/minimise new impacts
PO1 AO1.1
The development is A site stormwater quality management plan (SQMP) is Complies. Refer to ADG
planned and designed prepared, and: Engineers Civil Engineering
considering the land a. is consistent with any local area stormwater Report for further details.
use constraints of the management planning, and
site for achieving b. provides for achievable stormwater quality treatment
stormwater design measures meeting design objectives listed below in
Table A (construction phase) and Table B (post
objectives.
construction phase), or current best practice
environmental management, reflecting land use
constraints, such as:
• erosive, dispersive and/or saline soil types
• landscape features (including landform)
• acid sulfate soil and management of nutrients of
concern
• rainfall erosivity.
PO2 AO2.1
Development does not A wastewater management plan (WWMP) is prepared by a Not applicable.
discharge wastewater suitably qualified person and addresses: Development does not
to a waterway or off site include on-site waste
a. wastewater type, and
unless demonstrated water treatment. Existing
to be best practice b. climatic conditions, and Council sewer
environmental c. water quality objectives (WQOs), and infrastructure to service
management d. best-practice environmental management, and the proposed
for that site. development.
AO2.2 A02.2 – N/A
The WWMP provides that wastewater is managed in
accordance with a waste management hierarchy that:
a. avoids wastewater discharges to waterways, or
b. if wastewater discharge to waterways cannot
practicably be avoided, minimises wastewater
discharge to waterways by re-use, recycling, recovery
and treatment for disposal to sewer, surface water and
groundwater.
PO3 AO3.1
Not applicable. No
Any non-tidal artificial If the proposed development involves a non-tidal artificial
artificial waterways
waterway is located in a waterway:
a. environmental values in downstream waterways proposed for future
way that is compatible
are protected, and development.
with the land use
constraints of the site for b. any groundwater recharge areas are not affected,
protecting water and
environmental values in c. the location of the waterway incorporates low lying
areas of a catchment connected to an existing
existing natural
waterway, and
waterways.
d. existing areas of ponded water are included, and
Project Address – Project Description
ADG Engineers Aust. Pty Ltd
Page 1
Section 51
State Planning Policy (April 2016)
Appendix 3, SPP Code: Water Quality
AO3.2
A03.2 – N/A
Non-tidal artificial waterways are located:
a. outside natural wetlands and any associated
buffer areas, and
b. to minimise disturbing soils or sediments, and
c. to avoid altering the natural hydrologic regime in
acid sulfate soil and nutrient hazardous areas.
PO4 AO4.1
Any non-tidal artificial Where a non-tidal artificial waterway is located
Not applicable. No non-
waterway is located in adjacent to, or is connected to, a tidal waterway by
tidal artificial waterways
a way that is means of a weir, lock, pumping system or similar:
proposed for future
compatible with
development.
existing tidal a. there is sufficient flushing or a tidal range of
waterways. >0.3 m, or
b. any tidal flow alteration does not adversely
impact on the tidal waterway, or
c. there is no introduction of salt water into
freshwater environments.
Design to avoid/minimise new impacts
PO5 AO5.1
Any non-tidal artificial Any non-tidal artificial waterway is designed and Not applicable. No non-
waterway is not managed for any of the following end-use purposes: tidal artificial waterways
designed only for proposed for future
a. amenity including aesthetics, landscaping and
stormwater flow development.
recreation, or
management or
stormwater quality b. flood management, or
management.
c. stormwater harvesting as part of an integrated
water cycle management plan, or
d. aquatic habitat, and
AO5.2 A05.2 – N/A
The end-use purpose of any non-tidal artificial
waterway is designed and operated in a way that
protects water environmental values.
Project Address – Project Description
ADG Engineers Aust. Pty Ltd
Page 2
Section 52
State Planning Policy (April 2016)
Appendix 3, SPP Code: Water Quality
Construct to avoid/minimise new impacts
PO6 AO6.1
Construction activities An erosion and sediment control plan (ESCP) An erosion and sediment
for the development demonstrates that release of sediment-laden control plan (ESCP) will
avoid or minimise stormwater is avoided for the nominated design be prepared as part of a
adverse impacts on storm, and minimised when the nominated design future operational works
stormwater quality. storm is exceeded, by addressing design objectives application.
listed below in Table A (construction phase) or local
equivalent, for:
a. drainage control, and
b. erosion control, and
c. sediment control, and
d. water quality outcomes, and
AO6.2 A06.2 – N/A
Erosion and sediment control practices (including any
proprietary erosion and sediment control products)
are designed, installed, constructed, operated,
monitored and maintained, and any other erosion
and sediment control practices are carried out in
accordance with local conditions and appropriate
recommendations from a suitably qualified person, or
AO6.3 A06.3 – N/A
The ESCP demonstrates how stormwater quality will
be managed in accordance with an acceptable
regional or local guideline so that target contaminants
are treated to a design objective at least equivalent to
Acceptable Outcome AO6.1.
PO7 AO7.1
Operational activities Development incorporates stormwater flow control Further details of
for the development measures to achieve the design objectives set out construction controls will
avoid or minimises below in Table A (construction phase) and Table B be provided as part of
changes to waterway (post construction phase). Both the construction and future operational works
hydrology from operational phases for the development comply with applications. Please
adverse impacts of design objectives in Table A (construction phase), refer to the ADG
altered stormwater and Table B (post construction phase), or current Engineers Civil
quality and flow. best practice environmental management, including Engineering Report for
management of frequent flows, peak flows, and operational compliance.
construction phase hydrological impacts.
PO8 AO8.1
Any treatment and See AO2.1 Not applicable.
disposal of waste Development does not
water to a waterway include on-site waste
accounts for: water treatment. Existing
Council sewer
• the applicable water
infrastructure to service
quality objectives for the proposed
the receiving waters, development.
and
• adverse impact on
ecosystem health or
receiving waters,
Project Address – Project Description
ADG Engineers Aust. Pty Ltd
Page 3
Section 53
State Planning Policy (April 2016)
Appendix 3, SPP Code: Water Quality
and
• in waters mapped as
being of high
ecological value, the
adverse impacts of
such releases and
their offset.
PO9 AO9.1
Wastewater discharge Wastewater discharge to non-tidal artificial Not applicable.
to a non-tidal artificial waterways is managed to avoid or minimise the Development does not
waterway is managed release of nutrients of concern so as to minimise the include on-site waste
in a way that occurrence, frequency and intensity of coastal algal water treatment or non-
maintains ecological blooms, and tidal artificial waterway.
processes, riparian
AO9.2
vegetation, waterway A09.2 – N/A
integrity, and Development in coastal catchments avoids or
downstream minimises and appropriately manages soil
ecosystem health. disturbance or altering natural hydrology, and
Editor’s note: Compliance with this outcome may be
demonstrated by following the management advice in the
guideline: Implementing Policies and Plans for Managing
Nutrients of Concern for Coastal Algal Blooms in Queensland
by the Department of Environment and Heritage Protection.
AO9.3
A09.3 – N/A
Development in coastal catchments:
a. avoids lowering groundwater levels where potential or
actual acid sulfate soils are present, and
b. manages wastewaters so that:
(i) the pH of any wastewater discharged is maintained
between 6.5 and 8.5 to avoid mobilisation of acid,
iron, aluminium, and metals, and
(ii) holding times of neutralised wastewaters ensures
the flocculation and removal of any dissolved iron
prior to release, and
(iii) visible iron floc is not present in any discharge, and
(iv) precipitated iron floc is contained and disposed of,
and
(v) wastewater and precipitates that cannot be
contained and treated for discharge on site are
removed and disposed of through trade waste or
another lawful method.
Project Address – Project Description
ADG Engineers Aust. Pty Ltd
Page 4
Section 54
State Planning Policy (April 2016)
Appendix 3, SPP Code: Water Quality
AO10.1
Not applicable.
Any non-tidal artificial waterway is designed, Development does not
constructed and managed under the responsibility of include non-tidal artificial
a suitably qualified registered professional engineer, waterway.
Queensland (RPEQ) with specific experience in
establishing and managing artificial waterways, and
A010.2 – N/A
AO10.2
Monitoring and maintenance programs adaptively
manage water quality in any non-tidal artificial
waterway to achieve relevant water-quality objectives
downstream of the waterway, and
AO10.3 A010.3 – N/A
Aquatic weeds are managed in any non-tidal artificial
waterway to achieve a low percentage of coverage of
the water surface area (less than 10%). Pests and
vectors (such as mosquitoes) are managed through
avoiding stagnant water areas, providing for native
fish predators, and any other best practices for
monitoring and treating pests, and
AO10.4 A010.4 – N/A
Any non-tidal artificial waterway is managed and
operated by a responsible entity under agreement for
the life of the waterway. The responsible entity is to
implement a deed of agreement for the management
and operation of the waterway that:
a. identifies the waterway, and
b. states a period of responsibility for the entity,
and
c. states a process for any transfer of responsibility
for the waterway, and
d. states required actions under the agreement for
monitoring the water quality of the waterway
and receiving waters, and
e. states required actions under the agreement for
maintaining the waterway to achieve the
outcomes of this code and any relevant
conditions of a development approval, and
f. identifies funding sources for the above,
including bonds, headworks charges or levies.
Project Address – Project Description
ADG Engineers Aust. Pty Ltd
Page 5
Section 55
Proposed Service Station – 175 Eumundi Noosa Road, Noosaville
Ref: 20769 C R001 Rev 05 15.12.17
December 2017
Appendix E
NSC Erosion Hazard Assessment
BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH
Section 56
SCHEDULE 2—EROSION AND SEDIMENT CONTROL
Proposed Amendments August 2015
ASSESSMENT
The Noosa Plan
1. 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—
A better looking, more marketable site;
Improved wet weather working conditions;
Reduced stockpile losses;
Less mud and dust problems;
Reduced clean-up costs;
Fewer public complaints;
Better public image;
Cleaner watercourses; and
Better fishing and swimming in our nearby watercourses.
2. Erosion Hazard Assessment Form
Controlling Factors Points Score Checking
Predominant slope1 of the whole site, prior to
building works:
0 - 3% slope 0
>3% - 5% slope 1
>5% - 10% slope 2 1
>10% - 15% slope 4
> 15% slope 5
Soil type: (see 1 below)
Sandy soil/gravel 0
Sandy loam 1 2
1
The term ‘predominant slope’ is defined in Part 2 Section 2.12.
S2.1
Section 57
Controlling Factors Points Score Checking
Clay loam 2
Proposed Amendments August 2015
The Noosa Plan
Clay soil 2
Anticipated duration of site disturbance: (see 2 below)
Duration < 2 weeks 0
2 weeks Duration < 3 months 2 2
3 months Duration < 6 months 4
Duration > 6 months 5
Month that works are undertaken: (see 3 below)
August, September 0
April, May, June, July, November, October 1 3
March December 2
January February 3
Offsite sediment control (i.e. down slope of the soil
disturbance):
Score 1 point if there is no purpose built, operational 1
and well maintained sediment traps (eg. sediment 0
basin, gross pollutant trap or purpose built wetland)
to catch sediment before it enters a water body with
environmental values (eg. creek, natural wetland,
river or bay) (see 4 below)
Run-off entering the site:
Score 1 point if stormwater run off entering the site is 1 0
not diverted away from the soil disturbance
Extent of site disturbance:
Score 2 points if building work requires reshaping of
the ground surface (eg. ‘cut and fill’ works) (see 5 2
below) 5
Score 5 points if the area to be disturbed is greater 5
than 600m²
Works within environmentally sensitive areas:
Score 11 points if the disturbance is within the banks
of a watercourse (see 6 below) 11
Score 5 points if the disturbance is within 50m of the 0
top of bank of a watercourse 5
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) 13 LOW
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. For a high risk site, the total score is 14 points.
8. For a low risk site, the total score is < 14 points.
S2.2
Section 58
Proposed Amendments August 2015
3. Erosion and Sediment Control Methods
The Noosa Plan
Element 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.
Purpose designed geotextile sediment
fabric (i.e. not shadecloth) attached to posts
with the geotextile buried in an upstream
trench; or
Place turf of a minimum 600mm width along
kerb line; or
Straw bales, staked in a 100mm (min) deep
trench.
Single gravelled entry-exit Restrict vehicle access to one entry-exit point.
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.
S2.3
Section 59
Proposed Service Station – 175 Eumundi Noosa Road, Noosaville
Ref: 20769 C R001 Rev 05 15.12.17
December 2017
Appendix F
Rational Method Calculations
BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH
Section 60
CIVIL DESIGN SPREADSHEETS
Project Job # Rev
Noosaville Servo 20769 0
Made by / date
BP Nov-17
Subject Checked / date
Pre-Development Catchment Runoff MVI Nov-17
RATIONAL METHOD CALCULATIONS (PRE-DEVELOPMENT)
Sheet Sheet Channel Time of Q1 Q100 Q1 Q10 Q100
Impervious Pervious Mannings
PRE-DEV AREA Fi C10 C1 C100 CA100 Flow Slope Flow Flow Conc. Rainfall Rainfall Peak Peak Peak
Area Area "n"
CATCH- Length Time Time "tc" Intensity Intensity Flow Flow Flow
MENT ID (ha) (ha) (ha) (m) (%) (mins) (mins) (mins) (mm/hr) (mm/hr) (m3/s) (m3/s) (m3/s)
EX1 0.197 0.95 0.187 0.010 0.89 0.71 1 0.197 40 4.80 0.035 5 0 5.0 129.4 320.6 0.050 0.109 0.176
0 0.000 0.00 0.000 0.000 0.00 0 0 0.000 0 0.00 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000
0 0.000 0.00 0.000 0.000 0.00 0 0 0.000 0 0.00 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000
0 0.000 0.00 0.000 0.000 0.00 0 0 0.000 0 0.00 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000
Notes: 1) Rational method calculations are in accordance with QUDM (2013) Volume 1 Chapter 4.0 where Q = CIA/360
2) Fraction Impervious and Mannings 'n' value estimated from site aerial imagery and topographical information
3) Intesity Frequency Duration Rainfall Data extracted from online Bureau of Meteorology 'Rainfall IFD Data System'
4) Time of concentration is sum of overland sheet flow time (Friend's eq.) plus channel time (Argue method)
5) C10 value for Fi values less than 0.10 assumes "medium" soil permeability and "poor" grass coverage
Project Job # Rev
Noosaville Servo 20769 0
Made by / date
BP Nov-17
Subject Checked / date
Post-Development Catchment Runoff MVI Nov-17
RATIONAL METHOD CALCULATIONS (POST-DEVELOPMENT)
Sheet Sheet Channel Time of Q1 Q100 Q1 Q10 Q100
Impervious Pervious Mannings
POST-DEV AREA Fi C10 C1 C100 CA100 Flow Slope Flow Flow Conc. Rainfall Rainfall Peak Peak Peak
Area Area "n"
CATCH- Length Time Time "tc" Intensity Intensity Flow Flow Flow
MENT ID (ha) (ha) (ha) (m) (%) (mins) (mins) (mins) (mm/hr) (mm/hr) (m3/s) (m3/s) (m3/s)
C1 0.197 0.85 0.168 0.030 0.87 0.7 1 0.197 0 0.00 0 0 0 5.0 129.4 320.6 0.049 0.106 0.176
0 0.000 0.00 0.000 0.000 0.00 0 0 0.000 0 0.00 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000
0 0.000 0.00 0.000 0.000 0.00 0 0 0.000 0 0.00 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000
0 0.000 0.00 0.000 0.000 0.00 0 0 0.000 0 0.00 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000
0 0.000 0.00 0.000 0.000 0.00 0 0 0.000 0 0.00 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000
Notes: 1) Rational method calculations are in accordance with QUDM (2013) Volume 1 Chapter 4.0 where Q = CIA/360
2) Fraction Impervious and Mannings 'n' value estimated from site aerial imagery and topographical information
3) Intesity Frequency Duration Rainfall Data extracted from online Bureau of Meteorology 'Rainfall IFD Data System'
4) Time of concentration is sum of overland sheet flow time (Friend's eq.) plus channel time (Argue method)
5) C10 value for Fi values less than 0.10 assumes "medium" soil permeability and "poor" grass coverage
Project Job # Rev
Noosaville Servo 20769 0
Made by / date
BP Nov-17
Subject Checked / date
Comparison of Pre vs Post Development Flows MVI Nov-17
RATIONAL METHOD SUMMARY (PRE vs POST-DEVELOPMENT FLOWS)
Sheet Sheet Channel Time of Q1 Q100 Q1 Q10 Q100
Impervious Pervious Mannings
POST-DEV AREA Fi C10 C1 C100 CA100 Flow Slope Flow Flow Conc. Rainfall Rainfall Peak Peak Peak
Area Area "n"
CATCH- Length Time Time "tc" Intensity Intensity Flow Flow Flow
MENT ID (ha) (ha) (ha) (m) (%) (mins) (mins) (mins) (mm/hr) (mm/hr) (m3/s) (m3/s) (m3/s)
TOTAL EX 0.197 0.95 0.187 0.010 0.89 0.71 1 0.197 300 0.47 0 0 1 5.0 129.4 320.6 0.050 0.109 0.176
TOTAL PR 0.197 0.85 0.168 0.030 0.87 0.7 1 0.197 300 0.47 0 0 1 5.0 129.4 320.6 0.049 0.106 0.176
Project Job # Rev
Noosaville Servo 20769 0
Made by / date
BP Nov-17
Subject Checked / date
Initial Detention Volume Calculation - QUDM Method MVI Nov-17
DETENTION SIZING (RATIONAL BASED METHODS)
Post- Desired
Volumetric Coefficients of Inflow Reducti Detention Volume Calculation
Storm Event Rainfall Intensities Development Outflow (Pre- Maximum of Methods
Runoff Volume on Methods QUDM 5.05.1
Peak Inflow Development) Ratio
ARI Exist Cv Post-Dev Cv Exist I Post-Dev I Qi Qo Vi r CULP BOYD CARROL BASHA MAX
(yr) (mm/hr) (mm/hr) (m3/s) (m3/s) (m3) (m3) (m3) (m3) (m3) (m3)
1 0.712 0.696 129.4 129.4 0.049 0.050 20 -0.023 -0.1 -0.5 -0.2 -0.3 -0.1
2 0.757 0.740 164.1 164.1 0.066 0.068 27 -0.023 -0.2 -0.6 -0.2 -0.4 -0.2
5 0.846 0.827 201.6 201.6 0.091 0.093 37 -0.023 -0.3 -0.8 -0.3 -0.6 -0.3
10 0.890 0.870 223.0 223.0 0.106 0.109 43 -0.023 -0.3 -1.0 -0.4 -0.6 -0.3
20 0.935 0.914 252.6 252.6 0.126 0.129 51 -0.023 -0.4 -1.2 -0.4 -0.8 -0.4
50 1.000 1.000 291.3 291.3 0.160 0.160 64 0 0.0 0.0 0.0 0.0 0.0
100 1.000 1.000 320.6 320.6 0.176 0.176 70 0 0.0 0.0 0.0 0.0 0.0
Section 61
Proposed Service Station – 175 Eumundi Noosa Road, Noosaville
Ref: 20769 C R001 Rev 05 15.12.17
December 2017
Appendix G
SQID Maintenance
BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH
Section 62
SPEL Separator Commisioning Operation and Maintenance
Puraceptor Class 1
Operation and Maintenance Manual
13 SPEL or 13 77 35
AUSTRALIA WIDE
Section 63
Introduction
Congratulations on your purchase of a SPEL Environmental Stormwater Quality Improvements Device.
With proper care and by following a few simple guide lines your system will give you many years
of dependable service.
Important
Only qualified personnel should maintain, operate and repair you Stormwater system. Any wiring of equipment should be
performed by a qualified electrician.
Warning
Operation may cause injury. Take all necessary precautions, wear protective equipment, refer to Engineers Department.
For your own safety, read all instruction manuals prior to working on equipment.
Safety Precautions
• Follow all “occupation, health and safety” regulations.
• Ensure maintenance personnel are aware of “Confined Spaces” guidelines, which must be followed.
• Make sure that there is sufficient oxygen and that there are no poisonous gases present.
• Check the explosion risk before wielding or using electric hand tools.
• Do not ignore health hazards. Observe strict cleanliness.
• Ensure that the lifting equipment (where required) is in good condition.
• All personnel who are to work with these systems should be vaccinated against diseases that can occur.
• Keep a first aid kit handy.
Health & Safety
Maintenace should be carried out by a competent contractor in accordance with the above procedures.
Health and Safety at Work legislation and good building practice.
A warning notice should be visible at the top of each access shaft - ‘danger, harmful fumes’ and ‘ respirators should be
worn in this tank.’ Before entering persons must be qualified in accordance with ‘confined space’ requirements
Information contained in this data sheet is approximate and for general guidance only. In accordance with the companies
policy of constant improvement and development SPEL Products reserves the right to change the specification without
prior notice.
Section 64
Puraceptor Class 1
Operation and
Maintenance Manual
Service Stations
Fuel Depots
Windfarms
Switchyards
Sub Stations
Power Stations
Industrial Locations
Contents
SPEL Puraceptor - How it works page 2
SPEL Puraceptor Maintenance page 3
SPEL Coalescer Units page 4
SPEL Auto Closure Device page 5
SPEL Oil Alert System page 6
Spare Parts List page 8
13 SPEL or 13 77 35
AUSTRALIA WIDE
Section 65
Oil containment
“How it works”
2,6
4
1
5A 5B
3
SPEL PURACEPTORTM is a FULL RETENTION 2 FULL RETENTION
separator that treats all flows and is sized to All liquid is treated. There is no by-pass operation.
contain more than the anticipated maximum 3 COALESCER EQUIPPED
oil spillage enabling it to be fully operational Provides a coalescing process for the separation of
at all times. smaller globular of light liquid pollutants to reduce the light
liquid content in the outlet to
It has two chambers, a coalescer and is fitted with an 5mg/litre or less.
automatic closure device specifically designed to treat and
contain major oil spills thereby making it suitable for high risk 4 INLET DIP PIPE - FLAME TRAP
applications. For minimum turbulence and to prevent fire and
inflammable vapours passing through to the drainage
It achieves a water discharge quality of 5mg light liquids per
system.
litre complying to European Standard BS EN 858.1. 2006.
Treatable flow rates range from 2LPS to 200LPS. Pipe sizes 5 TWO CHAMBER
range from 100mm to 450mm (larger sizes on request). A non-turbulant flow through two horizontal treatment
chambers, utilising the underflow principle to retain light
Careful and proper planning by corporate Australia and
liquids in all flow conditions.
government bodies is essential when designing and
implementing systems that are effective in protecting our A. CONTAINMENT CHAMBER: Where Total Suspended
environment.The proven and independently accredited SPEL Solids (TSS ) silt, sediments, sludge and gross pollutants
PURACEPTORTM (complies to European Standard BS EN are trapped and settle on the chamber floor and where
858.1 2006) is an Australian made stormwater treatment light liquids are contained.
and oil containment device that can contain and prevent light
liquid pollutants from discharging into our waterways. B. COALESCER CHAMBER: Where light liquids
separation is enhanced reducing it to 5mg/litre or less
1 AUTOMATIC CLOSURE DEVICE prior to discharge.
The AUTOMATIC CLOSURE DEVICE (A.C.D.) is a
precisely engineered device comprising a water-bouyant 6 GRAVITY OPERATED
ball that is sensitive to any change in the water density Will function in the event of power failure and fits into
as a consequence of light liquids build up, thereby existing pipe drainage systems or new sites.
automatically activating a process of depressing the
A.C.D. to SHUT OFF the separator, preventing pollutants 7 MAINTENANCE
from discharging to drains Easy and safe with no entering of the tank required.
and waterways.
2
Section 66
SPEL PURACEPTORTM
PuraceptorsTM should be inspected at three - six - or twelve monthly intervals depending on site conditions, to determine the depth of
retained pollutants and silt in both chambers and the correct operating of the ACD (automatic closure device). When the depth of the
oil/fuel retained has reached the predetermined design level, (approx. 50mm) or after a spill it should be cleaned out.
1 CONTAINMENT CHAMBER: Where silt, sediments, sludge, gross pollutants settle out and light liquids are retained. The auto closure
device operates in its retaining tube next to the oil alert sensor probe.
2 COALESCER CHAMBER: Where light liquids separation is enhanced prior to discharge and where the coalescer unit is incorporated,
the coalescer should be removed and cleaned in accordance with the requirements set out in the coalescer data sheet.
F B C D A E
2
1
MAINTENANCE PROCEDURE
A Coalescer unit C Sucking out oil/fuel and silt E Re-insert coalescer unit and ACD
Use the lifting handle or the Suck off the retained oil from both chambers of the PuraceptorTM and then Re-insert the foam insert into the stainless steel coalescer
chain and lift the coalescer the silt deposited on the bottom, leaving sufficient water to ensure the unit and re-insert the coalescer unit into the PuraceptorTM
unit out of the tank and place (auto closure device) ACD remains floating. as provided with the SPEL lifting/location/locking system.
it near the PuraceptorTM. In a
retained area so pollutants do
D Sucking out complete contents (if necessary) Partially fill the PuraceptorTM with clean water (if necessary)
If the quantity of pollutants exceeds recommended level, the to ensure the ACD when re-inserted remains floating.
not escape.
complete contents of the PuraceptorTM may need to be removed. Re-insert the ACD.
B Cleaning foam insert After sucking out completely, remove the ACD. Using a pole with
Finally check the ACD is floating after it
Remove foam insert and wash a hook, lift out the ACD using the lifting eye on the float, if fitted.
has been replaced to safeguard against its removal by
with normal water pressure unauthorised persons, unless depth of tank precludes doing
ensuring the dirty water runs so from ground level.
into the PuraceptorTM.
F SPEL automatic alarm/monitoring system
The SPEL automatic alarm/monitoring system probe should
Important note: be lifted out of the probe protection tube, wiped clean and
When cleaning out, ensure both chambers are sucked out equally starting with the first chamber and re-inserted. the system should now be reset according to
then the second chamber and back again. Ensuring even water pressure against baffle wall. instructions.
3
Section 67
SPEL COALESCER UNITS
The SPEL PuraceptorTM Class 1 separator and the SPEL StormceptorTM Class 1 by-pass separators incorporate
coalescer units. The coalescer units provide a coalescence process for the separation of small globules of light
liquid pollutants before final discharge to the surface water drain.
Coalescers are found in the second chamber of the SPEL PuraceptorTM and the second chamber of the SPEL
StormceptorTM Class 1
Prior to installation
1. Remove any strapping / ropes which have been used to hold the coalescer units from shifting in transit.
2 The access shaft(s) above the coalescer units should be covered to prevent ingress of
concrete, dust, debris etc., which could clog the foam inserts.
3. On completion of installation, check that the coalescer unit is inserted securely into the base socket. Retaining
On heavily polluted sites silt and contaminants may build up in the coalescer unit foam inserts clip
and add significantly to it’s weight. Use lifting chain sets that are on hooks at ground level
for safe lifting with a tripod or hoist. Extension shaft
Installation
During installation, it is important that the foam inserts are not clogged with dust, debris or
drops of wet concrete. To safeguard against this, we recommend covering the access shaft
with a sheet of polythene, if not already covered.
Static water level
Commissioning
On completion of installation, check the foam insert is fitted inside the stainless steel coalescer
unit and the coalescer unit is inserted securely into the base socket. Lifting handle
Maintenance
1. Lift handle and coalescer unit out of the tank and place in a retained area so pollutants do not escape. Coalescer unit
2. Remove foam insert and wash with normal water pressure ensuring the dirty water runs into the
PuraceptorTM / StormceptorTM.
3. Make sure the hole in the centre of the coalescer foam is facing towards the manhole
when installed in the tank.
4. Re-insert the foam insert into the stainless steel coalescer unit and re-insert the coalescer into the Figure 1. Coalescer unit with lifting chains
PuraceptorTM / StormceptorTM. After the tank has been cleaned.
SPEL COALESCER UNITS GUIDE RAIL SYSTEM/LIFTING, Handle with locating/
LOCATING AND LOCKING SYSTEM locking bracket to guide
rail system
SPEL coalescer unit guide rail system
This facilitates easy insertion and removal of coalescer units. The system is robust, manufactured Handle extension
(optional extra with
throughout in stainless steel and is action positive, leaving no doubt the coalescer
extension shafts)
unit is located properly.
Brackets fixed to the top and bottom of the coalescer unit simply engage the stainless steel
guide rail fixed to the top of the stub access shaft. The coalescer is then lowered in the normal way,
being guided at the correct angle into the conical base unit which finally locates the coalescer unit Coalescer guide
into it’s final position. rail system
Extension guide rails can be incorporated into the SPEL extension shafts to suit
(preferably when ordered with the separator).
However, when the separator is full of water, debris or sludge accumulated over a period
could prevent the coalescer unit from re-seating correctly after servicing.
The coalescer unit lifting / locating / locking system ensures the coalescer unit is seated
correctly and can be locked into position to prevent tampering. Lifting hook
The stainless steel lifting handle can be extended to suit deep tank inverts and provide easy
access for lifting manually or with a tripod and hoist utilising the lifting hook.
Figure 2. SPEL coalescer unit guide rail
system/lifting, locating and locking system
4
Section 68
SPEL AUTO CLOSURE DEVICE (ACD)
• SPEL ACDThe Automatic Closure Device (ACD) is found in the first chamber of a PuraceptorTM. The purpose of
the ACD is to close the separator off automatically when the maximum storage capacity of light liquid is attained.
The ACD is to ensure that in the event of a major spillage, pollutants do not pass into the drainage system; it
should not be regarded as a substitute for an automatic alarm / monitoring system.
Prior to installation
Prior to installation the ACD retaining tube should be covered to prevent ingress of concrete etc., which could fall onto the ACD and
upset it’s calibration.
Operation and Maintenance
If the tank should fill with light liquid, the ACD which is calibrated for a specific gravity of 0.85, will automatically sink and
close off the SPEL PuraceptorTM.
Normally routine maintenance would include removing light liquid intercepted within the PuraceptorTM. If a SPEL automatic alarm / monitoring
system is incorporated, it will automatically indicate when the PuraceptorTM should be emptied. Only in an emergency will the PuraceptorTM fill to
it’s maximum and operate the ACD.
In such an event the PuraceptorTM should be completely sucked out and the ACD lifted out. Check that the ACD is in good working condition – ie.
Lifting hook secure and sealed; float not leaking; knuckle joint free and clean; sealing ring intact and complete. Clean with warm soapy water
before re-inserting.
To re-insert the ACD, partially fill the PuraceptorTM with clean water (if necessary) to ensure the ACD when re-inserted remains floating.
Re-insert the ACD.
Finally check the ACD is floating after it has been replaced.
Automatic closure device SPEL PuraceptorTM Class 1
separators (two chamber)
SPEL PuraceptorTM Class 1 separators – Two Chamber Models
Commissioning
After the tank has been installed, leave the water in.
1. Remove the ACD from the packing box, taking care not S/S lifting hook, if fitted
to cause damage.
Water level
2. Insert the ACD into the retaining tube using the lifting eye, if fitted, Initial operating position
ensuring it floats correctly with the float (top section approx. 50mm) of the automatic closure
just visible above the water level. device (no oil present)
Automatic closure
device tube
Automatic closure device
(closed position)
5
Section 69
SPEL Automatic Alarm/Monitoring System
The SPEL automatic alarm/monitoring system provides a audible warning alarm when the level of the oil in the SPEL separator reaches
approximately 10% of the storage volume under static liquid level conditions. This is a early warning system that is used for spills
or lack of maintenance.
The system comprises of a probe mounted in the main separation chamber which senses when the designed volume of light liquids has
accumulated and sends a signal to the electronic control unit activating a red ‘empty now’ warning light and an audible alarm,
Safe area Operation
Hazardous area Control The probe is freely suspended in the probe protection tube in
SPEL seperator Unit the separator at the correct level. When the oil-layer or depth
of hydrocarbons reaches the predetermined level, the top of
the probe will be immersed in the oil, breaking the circuit and
activating the alarm. It is a ‘fail-safe’ system providing
complete assurance that it is operative. If a fault occurs it will be
signalled immediately.
Installation
Control unit (general positioning)
The control unit has been designed to be located indoors and
outdoors, within a nonhazardous area. It should be wall mounted
and positioned such that the LED display and push switches
on the front panel can be readily seen and accessed. The unit
can be secured to the wall by using the four mounting holes
provided. Included within the control is an intrinsically safe
circuit (approved according to ATEX Directive 94/9/EC), to
which the probe unit is connected.
Cable to control unit Probe junction box
Access shaft
Maintenance
When the separator is maintained, lift the probe out of the probe
protection tube, check it operates the alarm (see under Tests Ref. 10.2) Cable coiled for
Location cap adjustment and
and at the same time wipe oil and contaminants from the probe to testing
prevent a fake alarm after re-inserting.
Probe protection tube
Probe
Insert probe onsite
The probe protection tube is factory fitted and the probe
matched to ensure the alarm is activated when the light liquids
reach approximately 10% of the storage volume the SPEL
separator is designed for.
All that is required on site is to undertake the electrical
installation in accordance with the instructions provided and
lower the probe with the pre-fixed location cap into the probe
protection tube. When the cap locates onto the top of the probe
protection tube, the probe is suspended at the correct level.
6
Section 70
SPEL Automatic Alarm/Monitoring System
Control unit (electrical connections) Probe
1. Mains voltage connection; The probe is installed freely suspended in the SPEL separator within the probe
The control unit should be connected to a suitable protection tube. The 3-core cable is connected into the junction box mounted in
220/240V AC supply and fused at 3 amps. the access shaft above the probe protection tube. Extra cable is provided to enable
raising the junction box where extension shafts are incorporated.
Note: This appliance must be earthed.
Important note: In all cases good, standard electrical practice should be followed
2. Control unit/probe junction box connection and the installation must conform to the Australian Wiring Rules – AS 3000 – 2007.
Wiring from the control unit to the probe junction box In essence, the installation must be such that the intrinsic safety is
in the separator chamber requires a 3-core screened. no compromised by:
0.75mm core section cable.
• Exposure to risk of mechanical damage
Maximum cable length: 300 metres.
• Unauthorised modification of interference
3. Probe connection
• Exposure to moisture, dust and foreign bodies
A 5 metre 3-core probe cable is normally fitted to the
junction box and the probe. • Excessive heat
After all connections have been made, the cables must • Invasion of intrinsically safe circuit by other electrical equipment or circuitry
be secured by tightening each entry gland.
Certificate of conformity
The alarm device has been approved to be used in explosion-hazardous areas. The
control unit and probe are approved according to ATEX Directive 94/9/EC. These
approvals mean that the probes can be installed in Zone 0, which is continuously
explosion-hazardous.
The SPEL oilset control unit must be located in the safe area, but it can be
connected to the probe without any barrier.
Tests (10.2)
The function can be tested by lifting the probe within the probe protection tube. In
approximately 5 seconds, the alarm is given by a red light and audible signal. Both
relays release. Push the RESET button - the buzzer goes off and relay pulls in.
When the probe is placed in water again, relay pulls in and the red light goes off.
Cable break and short circuit test
Also the function can be tested in case of cable fault or short circuit. First cause
short circuit in probe cable terminals 1 and 2. Then the yellow light of short circuit
is lit. Both the relays pick up and the buzzer goes on. Remove the short circuit and
reset the buzzer.
Simulated Function Test
The function of probe, cable and electronics can be tested. Push the TEST button for
2 to 5 seconds. Both relays pick up, and the red light is lit. When the TEST button is
released, the red light goes off and relay returns to its normal position. The buzzer
and relay must be reset.
Installation
Important note: It is important that installation is carried out by a competent
technician familiar with this type of equipment or contact our Special Products
Division for installation, commissioning and maintenance service.
7
Section 71
SPARE PARTS LIST
DATE:
INVOICE NO:
TYPE:
MODEL:
SERIAL NO:
JOB NO:
LINE DESCRIPTION QTY PART No.
1
2
3
4
5
6
7
8
For all spare parts enquiries, please ring 13 SPEL or 13 77 35
8
Section 72
MAINTENANCE SERVICE LEDGER
MODEL No
INSTALLATION ADDRESS
INITIAL OPERATING DATE
WORKING CAPACITY
PRIMARY CHAMBER SPILL CAPACITY
OIL ALERT PROBE trigger threshold
MINUMUM MAINTENANCE ANNUALLY from the initial operational date or if
FREQUENCIES indicated by the oil alert probe alarm
Note: Oil Alert Probe alarm is triggered when fuel/oil hydrocarbons reaches 10% of primary chamber
capacity.
MAINTENANCE RECORD
PRIMARY SECONDARY
OIL ALERT
CHAMBER CHAMBER
PROBE
SERVICE COALESCER SEDIMENT SEDIMENT SERVICE MANAGER
CLEANED &
DATE FLUSHED REMOVED & REMOVED & NAME & SIGNATURE
ALARM
HYDROCARBONS HYDROCARBONS
CHECKED
SKIMMED SKIMMED
Section 73
MAINTENANCE RECORD
PRIMARY SECONDARY
OIL ALERT
CHAMBER CHAMBER
PROBE SERVICE STATION
SERVICE COALESCER SEDIMENT SEDIMENT
CLEANED & MANAGER NAME &
DATE FLUSHED REMOVED & REMOVED &
ALARM SIGNATURE
HYDROCARBONS HYDROCARBONS
CHECKED
SKIMMED SKIMMED
Section 74
SPEL Ecoceptor
In-Line Gross Pollutant Trap (GPT)
www.spel.com.au
[OCR of page images]
SPEL Ecoceptor
In-Line Gross Pollutant Trap (GPT)
www.spel.com.au
INTEGRATED WATER SOLUTIONS
Section 75
Introduction
The SPEL Ecoceptor is a hydrodynamic in-line Gross The cylindrical shape of the SPEL Ecoceptor with its
Pollutant Trap (GPT) that has a unique treatment action sloped cone-configured base ensures sediment accretes
producing low velocity conditions producing discharge at the centre of the Ecoceptor's base facilitating easy and
water quality outcomes complying to statutory guidelines simple cleaning.
across Australia.
The poly/fibreglass construction ensures that oil and
It separates and captures sediments, silt, total suspended grease are removed without sticking to the sides of the
solids, and oil and grease. Oil & grease rise to the internal walls.
"oil-capture" zone of the treatment chamber and are
contained in all flow events. Flow rates on standard units of up to 1400 LPS and
can fit pipe sizes from 225mm to 1200mm (other sizes
Areas with a high fraction of impervious surfaces,including available on request.)
car parks, ports, streeetscapes, roads, subdivisions and
industrial estates that require stormwater treatment are
ideal for the SPEL Ecoceptor. MUSIC node is available
on request.
The one-piece, self-contained fibreglass construction ,
is lightweight and yet robust in strength making it simple
and cost-effective when performing installations.
The SPEL Ecoceptor is delivered to site fully assembled
saving on installation time and crane costs. The SPEL
Ecoceptor fibreglass GPT can be installed in all types of
trafficable zones, including vehicular truck (Class D).
2
Section 76
Maintenance
INSPECTION AND CLEANING IMPORTANT
The regularity of inspections of the SPEL Ecoceptor SPEL Environmental takes safety seriously and
is contingent on the features and properties of the recommends that prior to the entry of any of its devices,
catchment area. that maintenance personnel undertake relevant safety
checks and use appropriate safety equipment. SPEL
SPEL recommends inspection of the Ecoceptor one devices are considered confined spaces and should
month after installation to determine the volume of only be entered by appropriately trained and certified
trapped silt and pollutants. personnel with the necessary safety equipment.
Information sourced can be useful in factoring the
frequency of on-going inspections or cleaning operations.
In the event of excessive rain or an oil spill, an inspection
is recommended immediately.
Ascertain silt depth and if build-up is evident, then a
vacuum-loader truck should be engaged for the cleaning
of the tank.
SPEL Ecoceptor cleaning procedure is simple, by simply
lifting the external lid (two persons may be required),
resting it securely in a safe manner and then inserting
suction hose into the chamber.
Ensure that the chamber is thoroughly cleaned of all
refuse and debris before accessing the chamber - if
required.
The chamber is cleaned by inserting the suction hose
through the manhole at ground level.
Always commence cleaning from the inlet side of the
chamber and ensure on completion of the cleaning
operation that the lid is secured to its normal position
(and locked if necessary) before departing the site.
3
Section 77
ECOCEPTOR
1000 SERIES
SELECTION CHART
Weight approximately 300kg each
Model E/102222 E/103030
1000
E/103737 E/104545
Inlet (mm) 225 300 375 450
Outlet (mm) 225 300 375 450
Invert* Level
900 900 900 900
(mm)
Overall* Height
2200 2200 2200 2200
(mm)
Diameter (mm) 1900 1900 1900 1900
Manhole Opening
900 x 600 900 x 600 900 x 600 900 x 600
(mm)
Manhole Quantity 1 1 1 1
Max Silt Capacity
1200 1200 1200 1200
(Litre)
Max Hydrocarbon
1200 1200 1200 1200
Capacity (Litre)
Max Capacity
3500 3500 3500 3500
(Litre)
SPEL Environmental accepts no responsibility for any loss or damage resulting from any person acting
on this information. The details and dimensions contained in this document may change, please check
with SPEL Environmental for confirmation of current specifications. *Height does not include lid.
4
Section 78
PLAN
1100 1100
740
1000
INLET OUTLET
1290
ELEVATIONS
2200 950 950
1040
600
1900
900
2290
ALL DIMENSIONS IN MM
DATE REVISED BY TITLE:
SPEL - ECOCEPTOR
1000 SERIES
POLY
STORMWATER QUALITY
IMPROVEMENT DEVICE SIZE CODE DWG No: REV
100 SILVERWATER RD, SILVERWATER A4 N/A SP11-10130 0
NSW. 2128.
PH: + 61 2 8705 0255
FAX: + 61 2 9630 0369 SCALE DRAWN BY: P.LEE SHEET
EMAIL: [email protected] N.T.S 1 of 1
www.spel.com.au DATE: 27/8/2012
5
Section 79
ECOCEPTOR
2000 SERIES
SELECTION CHART
Weight approximately 350kg each
Model E/202222 E/203030
2000E/203737 E/204545
Inlet (mm) 225 300 375 450
Outlet (mm) 225 300 375 450
Invert* Level
990 990 990 990
(mm)
Overall* Height
2200 2200 2200 2200
(mm)
Diameter (mm) 1800 1800 1800 1800
Manhole Opening
600 x 600 600 x 600 600 x 600 600 x 600
(mm)
Manhole Quantity 1 1 1 1
Max Silt Capacity
1200 1200 1200 1200
(Litre)
Max Hydrocarbon
1200 1200 1200 1200
Capacity (Litre)
Max Capacity
4400 4400 4400 4400
(Litre)
SPEL Environmental accepts no responsibility for any loss or damage resulting from any person acting
on this information. The details and dimensions contained in this document may change, please check
with SPEL Environmental for confirmation of current specifications. *Height does not include lid.
6
Section 80
PLAN
800
100
600
200
2200
990
990
200
INLET OUTLET
200
ELEVATIONS
800
600
800
600
Ø1200
Ø1600
Ø1700
ALL DIMENSIONS IN MM
DATE REVISED BY TITLE:
SPEL - ECOCEPTOR
2000 SERIES
STORMWATER QUALITY
IMPROVEMENT DEVICE SIZE CODE DWG No: REV
100 SILVERWATER RD, SILVERWATER A4 N/A SP11-7410 0
NSW. 2128.
PH: + 61 2 8705 0255
FAX: + 61 2 9630 0369 SCALE DRAWN BY: P.LEE SHEET
EMAIL: [email protected] N.T.S 1 of 1
www.spel.com.au DATE: 27/8/2012
7
Section 81
ECOCEPTOR
4000 SERIES
SELECTION CHART
Weight approximately 500kg each
Model E/403737 E/404545
4000E/405252 E/406060
Inlet (mm) 375 450 520 600
Outlet (mm) 375 450 520 600
Invert* Level
1390 1390 1390 1390
(mm)
Overall* Height
3000 3000 3000 3000
(mm)
Diameter (mm) 2000 2000 2000 2000
Manhole Opening
600 x 900 600 x 900 600 x 900 600 x 900
(mm)
Manhole Quantity 1 1 1 1
Max Silt Capacity
2500 2500 2500 2500
(Litre)
Max Hydrocarbon
1500 1500 1500 1500
Capacity (Litre)
Max Capacity (Litre) 7600 7600 7600 7600
SPEL Environmental accepts no responsibility for any loss or damage resulting from any person acting
on this information. The details and dimensions contained in this document may change, please check
with SPEL Environmental for confirmation of current specifications. *Height does not include lid.
8
Section 82
PLAN
800
600
250 100
300
3000
1390
1390
INLET OUTLET
300
ELEVATIONS
800
600
1100
900
Ø1300
Ø1800
Ø1900
ALL DIMENSIONS IN MM
DATE REVISED BY TITLE:
SPEL - ECOCEPTOR
4000 SERIES
STORMWATER QUALITY
IMPROVEMENT DEVICE SIZE CODE DWG No: REV
100 SILVERWATER RD, SILVERWATER A4 N/A SP11-16010 0
NSW. 2128.
PH: + 61 2 8705 0255
FAX: + 61 2 9630 0369 SCALE DRAWN BY: P.LEE SHEET
EMAIL: [email protected] N.T.S 1 of 1
www.spel.com.au DATE: 27/8/2012
9
Section 83
ECOCEPTOR
6000 SERIES
SELECTION CHART
Weight approximately 700kg each
Model E/606767 E/607575
6000 E/609090
Inlet (mm) 675 750 900
Outlet (mm) 675 750 900
Invert* Level (mm) 1690 1690 1690
Overall* Height (mm) 3300 3300 3300
Diameter (mm) 2400 2400 2400
Manhole Opening (mm) 600 x 600 600 x 600 600 x 600
Manhole Quantity 2 2 2
Max Silt Capacity (Litre) 6000 6000 6000
Max Hydrocarbon
2200 2200 2200
Capacity (Litre)
Max Capacity (Litre) 12500 12500 12500
SPEL Environmental accepts no responsibility for any loss or damage resulting from any person acting
on this information. The details and dimensions contained in this document may change, please check
with SPEL Environmental for confirmation of current specifications. *Height does not include lid.
10
Section 84
PLAN
800
600
300 100
290
3300
1690
1690
INLET OUTLET
290
ELEVATIONS
800
600
800
600
800
600
600
Ø1600
Ø2200
Ø2300
ALL DIMENSIONS IN MM
DATE REVISED BY TITLE:
SPEL - ECOCEPTOR
6000 SERIES
STORMWATER QUALITY
IMPROVEMENT DEVICE SIZE CODE DWG No: REV
100 SILVERWATER RD, SILVERWATER A4 N/A SP11-15610 0
NSW. 2128.
PH: + 61 2 8705 0255
FAX: + 61 2 9630 0369 SCALE DRAWN BY: P.LEE SHEET
EMAIL: [email protected] N.T.S 1 of 1
www.spel.com.au DATE: 27/8/2012
11
Section 85
HEAD OFFICE
PO Box 6144
Silverwater NSW 1811
100 Silverwater Rd
Silverwater NSW 2128
Phone: +61 2 8705 0255
Fax: +61 2 8014 8699
DESIGN OFFICES
New South Wales 61 2 8705 0255
Canberra 61 2 6128 1000
Queensland 61 7 3271 6960
Victoria & Tasmania 61 3 5274 1336
South Australia 61 8 8275 8000
West Australia 61 8 9350 1000
Northern Territory 61 2 8705 0255
New Zealand 64 9 276 9045
www.spel.com.au
SPEL Environmental accepts no responsibility for any loss or damage resulting
from any person acting on this information. The details and dimensions contained
in this document may change, please check with SPEL Environmental for
confirmation of current specifications.
SPEL Ecoceptor Selector 2.0
Section 86
Proposed Service Station – 175 Eumundi Noosa Road, Noosaville
Ref: 20769 C R001 Rev 05 15.12.17
December 2017
Appendix H
Noosa Shire Council (Interactive) & Unitywater Mapping
BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH
Section 87
Unitywater Map November 14, 2017 1:1,000 »4 Water System Vale Water Fitting Water Reticulation Main Sewer Gravity Main Easement 0 0.0075 0.015 0.03 mi Water Auxiliary Valve Tee —— Reticulation Main Reticulation Main Unitywater Operational Area 0 0.0175 0.035 0.07 km a Air 4 End Cap Sewer Manhole i=l Approved Development Applications Water Hydrant © TappingDevce © Maintenance Shaft (NNN) Unapproved Development Applications Sources: Esr, HERE, DeLorme, Intermap, increment P Corp., * Hydrant Water Trunk Main ® Manhole Cadastral Parcels Gouc mec he Midieaco” es Trunk Mairi Base swisstopo, Mapmyindia, © OpenStreetMap contributors, and the GIS Unitywater NPSR, Es, © OpenStreetMap contributors, HERE, Garmin, USGS | © State of Queensland (Department of Natural Resources and Mines), 2016 |
Section 88
Noosa Shire Council does not warrant the accuracy of information in this publication and any person using or relying 9/11/2017
upon such information does so on the basis that Noosa Shire Council shall bear no responsibility or liability
whatsoever for any errors, faults, defects or omissions in the information.
1:500
Section 89
Proposed Service Station – 175 Eumundi Noosa Road, Noosaville
Ref: 20769 C R001 Rev 05 15.12.17
December 2017
Appendix I
DBYD Information
BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH
Section 90
Phone: 1100
Job No 13224872 www.1100.com.au
Caller Details
Contact: Mr ADG Engineers Caller Id: 1776390 Phone: 1300 657 402
Company: ADG Engineers (Aust.) PTY LTD Mobile: Not Supplied Fax: Not Supplied
Address: PO Box 208 1 Short Street Email: [email protected]
Southport QLD 4215
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: 20769
Working on Behalf of:
Other
Enquiry Date: Start Date: End Date:
07/11/2017 09/11/2017 11/11/2017
Address:
20769 175 Eumundi Noosa Road
Noosaville QLD 4566
Job Purpose: Excavation
Onsite Activity: Mechanical Excavation
Location of Workplace: Both
Location in Road: CarriageWay,Footpath,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
● 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
66003645 Energex, Electricity (Qld) 0736645400 NOTIFIED
66003649 NBN Co, Qld 1800626762 NOTIFIED
66003644 Noosa Council 0753296272 NOTIFIED
66003647 Optus and/or Uecomm, Qld 1800505777 NOTIFIED
66003643 PIPE Networks, Qld 1800201100 NOTIFIED
66003646 Telstra QLD, South East 1800653935 NOTIFIED
66003648 Unitywater North 1300086489 NOTIFIED
END OF UTILITIES LIST
Lodge Your Free Enquiry Online – 24 Hours a Day, Seven Days a Week
Section 91
ENERGEX DBYD RESPONSE
“ASSETS FOUND - EXISTING”
Our search has revealed there is existing ENERGEX Underground Assets within
the nominated search area. They are shown on the attached plan(s).
To: Mr ADG Engineers DBYD Sequence No: 66003645
Company: ADG Engineers (Aust.) PTY LTD Date of Response: 07-Nov-2017
Address: PO Box 208 1 Short Street Period of Plan Validity: 28 Days
Southport QLD 4215
Email Address: Phone: Mobile: Fax:
[email protected] 1300 657 402 Not Supplied Not Supplied
Location of Search: 175 Eumundi Noosa Road
Noosaville QLD 4566
UBD Map Ref: 18E2,18E3,18F2,18F3
External Comments (if any):
It is important that you note:
1. Please read and understand all the information and disclaimers provided – including the Terms and Conditions on
the attached pages.
2. We have only searched that area which has been nominated. If this nominated area is not what you require,
please resubmit another enquiry with DBYD
3. Plans provided by ENERGEX are only an indication of the presence of Underground assets within the nominated
locations provided are approximate and the plans are not suitable for scaling purposes as exact ground cover and
alignments cannot be provided.
4. Plans provided by ENERGEX do not show the presence of any Overhead Network.
5. That in addition to underground cables marked on attached plan there maybe underground Earth Conductors or
Consumers Mains in the vicinity of the nominated work area(s) that are not marked on the plans.
6. This advice does not identify the presence of private underground cables (inc. consumers’ mains) that may run
from ENERGEX mains onto private property. Assets located on private property are the responsibility of the
owner for identification and location.
7. Underground Cable Locators can be found in the Yellow Pages under Electronic Detectors, or Underground
Service Locators on an Internet search.
8. The ENERGEX Dial Before You Dig information provides the vicinity of underground cable and will not be
adequate for conveyancing purposes. A Solicitor's Search can be arranged through ENERGEX.
9. In the event that excavation does not commence within 28 days of receipt of a plan, a new plan should be
obtained.
10. For Cable Support advice around the 33Kv and 110Kv Underground Networks please note that you should allow
for a minimum of twenty (20) working days advance notice in your construction program to permit ENERGEX time
to allocate the necessary resources to carry out the investigations. Please contact the ENERGEX DBYD team on
the details listed below.
11. Immediately report life threatening emergencies to ENERGEX on 13 19 62
ENERGEX Limited - ABN 40 078 849 055 24 Hour Loss of Supply 13 62 62
26 Reddacliff Street Newstead QLD 4006 24 Hour Emergencies 13 19 62
GPO Box 1461 Brisbane Queensland 4001 General Enquires 13 12 53
Contact ENERGEX DBYD Monday to Friday from 7 am to 3:30 pm on (07) 3664 5400 or [email protected]
www.energex.com.au
To resubmit or change the nominated search area contact DBYD via Phone 1100 or www.1100.com.au
Section 92
0080 11.04.2016
Page 1 of 3
Energex DBYD Electricity Emergencies
Business Hours Contact Dial Before You Dig (DBYD) All Areas – 24 Hours
(7am – 3:30pm Weekdays)
Ph. (07) 3664 5400 Terms and Conditions 13 19 62
Email - [email protected]
“Duty of Care” for Everyone”
U
1. Responsibilities – (When Working in the Vicinity of Energex Plant)
Everyone has a legal “Duty of Care” that must be observed, particularly when working in the vicinity of electrical plant. Electrical plant includes
underground cables, conduits and other associated underground equipment. When discharging this “Duty of Care” in relation to Energex plant, the
following points must be considered:
1. It is the responsibility of the architect, consulting engineer, developer, and head contractor in the project planning stages to design for minimal impact
and protection of Energex plant.
2. It is the constructor’s responsibility to:
a) Anticipate and request plans of Energex plant for a particular location at a reasonable time before construction begins.
b) Visually locate Energex plant by hand or vacuum excavation where construction activities may damage or interfere with Energex plant.
c) Contact Energex (see above for details) if Energex plant is wholly or partly affected by planned construction activities.
d) For proposed excavations within 500mm of any 33kV & 110/132kV underground networks, please allow a minimum of 20 working days’ notice
in your construction program for Energex to review proposed designs, provide comment and allow some time for any required modifications to
be made.
e) To notify Energex if the information provided is found to be not accurate or assets are found on site that are not recorded on the Energex
DBYD plans.
f) Read and understand all the information and disclaimers provided
IMPORTANT NOTES:
Plans and or details provided by Energex are current for one month from the date of dispatch and should be disposed of by shredding or any
other secure disposal method after use. A new DBYD enquiry must be made for proposed works/activities to be undertaken outside of the 30 day
period.
As the alignment and boundaries of road ways with other properties (and roads within road ways) frequently change, the alignm ents and boundaries
contained within Energex plans and maps will frequently differ from present alignments and boundaries “on the ground”. Accordingly, in every case
where it appears that alignments and boundaries have shifted, or new road ways have been added, the constructor should obtain confirmation of
the actual position of Energex cables and pipelines under the road ways. In no case should the constructor rely on statements of third parties in
relation to the position of Energex cables and pipelines. It is the applicant’s responsibility to accurately locate all services as part of the design
and/or prior to excavation.
Energex does not provide information on private underground installations, including consumers’ mains that may run from Energex mains onto
private property. Assets located on private property are the responsibility of the owner for identification and location.
Energex retains copyright of all plans and details provided in connection with your request.
Energex plans or other details are provided for the use of the applicant, its servants, or agents, and shall not be used for any unauthorised purpose.
Energex plans are circuit diagrams or pipe indication diagrams only and indicate the presence of plant in the general vicinit y of the geographical
area shown. Exact ground cover and alignments cannot be given with any certainty; as such levels can change over time.
Energex, its servants or agents shall not be liable for any loss or damage caused or occasioned by the use of plans and or details so supplied to the
applicant, its servants and agents, and the applicant agrees to indemnify Energex against any claim or demand for any such loss or damage.
The constructor is responsible for all plant damages when works commence prior to obtaining Energex plans, or failure to foll ow agreed instructions,
or failure to demonstrate all reasonable measures were taken to prevent the damage once plans were received from Energex.
Energex reserves all rights to recover compensation for loss or damage caused by interference or damage, inclu ding consequential loss and
damages to its cable network, or other property.
All underground conduits are presumed to contain asbestos. Refer to “Code of Practice for the Management and Control of Asbestos in Workplaces
[NOHSC: 2018 (2005)]
Plans provided by Energex do not show the presence of any Overhead Network
In addition to underground cables marked on attached plan there maybe underground Earth Conductors in the vicinity of the nominated work area(s)
that are not marked on the plans.
There may also be other buried assets such as tanks for fluid filled cables that do not appear on GIS plots but are shown on detailed as constructed
drawings.
Being aware of your obligations in [s 304] Excavation work— underground essential services information under the Work Health and Safety
Regulation 2011, Chapter 6 Construction work, Part 6.3 Duties of person conducting business or undertaking. This includes but is not limited to
taking reasonable steps to obtain the current information & providing this information to persons engaged to carry out the excavation work. For
further information please refer to: - http://www.legislation.qld.gov.au/LEGISLTN/SLS/2011/11SL240.pdf
Energex plans are designed to be printed in colour and as an A4 Landscape orientation.
Energex Limited GPO Box 1461 Brisbane Queensland 4001 ABN 40 078 849 055
Section 93
0080 30.09.2013
Page 2 of 3
2. Conditions – (When Working in the Vicinity of Energex Plant)
2.1 Records:
The first step before any excavation commences is to obtain records of Energex plant in the vicinity of the work. For new work, records should be
obtained during the planning and design stage. The records provided by Energex must be made available to all construction groups on site. Where
plant information is transferred to plans for the proposed work, care must be exercised to ensure that important detail is not lost in the process.
2.2 Location of Cables:
Examining the records is not sufficient, as reference points may change from the time of installation. Records must also be physically proven when
working in close proximity to them. The exact location of plant likely to be affected shall be confirmed by use of an electronic cable and pipe locater
followed by careful hand or vacuum excavation to the level of cover slabs or conduits. When conducting locations Please be aware that no
unauthorised access is permitted to Energex Assets– including Pits, Low Voltage Disconnection Boxes, Low Voltage Pillars or High Voltage Link Boxes.
Hand or vacuum excavation must be used in advance of excavators. In any case, where any doubt exists with respect to interpretation of cable
records, Energex shall be contacted. For after hour’s emergencies Energex should be contacted on Ph. 13 62 62.
2.3 Electrical Cable Installation Methods:
Energex cables are installed with a variety of protection devices including:
1. Clay paving bricks or tiles marked “Electricity” or similar (also unmarked) 2. Concrete or PVC cover slabs
3. PVC, A/C or fibro conduit, fibre reinforced concrete, iron or steel pipe 4. Concrete encased PVC or steel pipe
5. Thin plastic marker tape 6. Large pipes housing multiple ducts
7. Multiple duct systems, including earthenware or concrete 2-, 4-, and 6-way ducts and shamrocks
Note: Some cables are known to be buried without covers and cables may change depth or alignment along the route.
2.4 Excavating Near Cables:
For all work within 2.5 m of nominal location, the constructor is required to hand or vacuum excavate (pothole) and expose th e plant, hence proving its
exact location before work can commence.
2.5 Excavating Parallel to Cables:
If construction work is parallel to Energex cables, then hand or vacuum excavation (potholing) at least every 4 m is required to establish the location of
all cables, hence confirming nominal locations before work can commence. Generally, there is no restriction to excavations parallel to Energex cables to
a depth not exceeding that of the cable. If an excavation exceeds the depth of the cables and it is likely that the covers or bedding material around the
cables/pipes will move, Energex must be contacted .Note: Cable depths & alignment may change suddenly.
2.6 Separation from Cables:
Any service(s) must be located at the minimum separation as per the tables below:
Table 1. Minimum Separation Requirements for Underground Services Running Parallel with Energex Assets
(Minimum Separation required in mm)
Voltage Gas Communication Water Sanitary drainage Storm
Level or TV Water
≤DN 200 >DN200 ≤DN 200 >DN 200
LV 100
250 500 *1000 500 1000 500
HV 300
*Contact Energex/council to obtain specific separation distances
Table 2. Minimum Separation Requirements for Underground Services Crossing Energex Assets
(Minimum Separation required in mm)
Voltage Gas Communication Water Sanitary drainage Storm Water
Level or TV
LV & HV
100 100 300 300 100
Where the above table does not list a separation requirement for a particular underground service then 300mm shall be used.
2.7 Excavating Across Cables:
The standard clearance between services shall be maintained as set down in Table 2 above. If the width or depth of the excavation is such that the
cables will be exposed or unsupported, then Energex shall be contacted to determine whether the cables should be taken out of service, or whether
they need to be protected or supported. In no case shall a cable cover be removed without approval. A cable cover may only be removed under the
supervision of an Energex authorised representative. Protective cover strips when removed must be replaced under Energex supervision. Under no
circumstances shall they be omitted to allow separation between Energex cables and other services.
2.8 Heavy Machinery Operation Over Cables:
Where heavy “Crawler” or “Vibration” type machinery is operated over the top of cables, a minimum cover of 450 mm to the cabl e protective cover
mains must be maintained using load bearing protection whilst the machinery is in operation. For sensitive cables (i.e. 33 and 110kV fluid and gas filled
cables), there may be additional constraints placed on vibration and settlement by Energex.
2.9 Directional Boring Near Cables:
When boring parallel to cables, it is essential that trial holes are carefully hand or vacuum excavated at regular intervals to prove the actual location of
the conduits/cables before using boring machinery. Where it is required to bore across the line of cables, the actual locati on of the cables shall first be
proven by hand or vacuum excavation. A trench shall be excavated one metre from the side of the cables where the auger will approach to ensure a
minimum clearance of 500mm above and below all LV, 11kV, 33kV & 110/132kV cables shall be maintained.
Energex Limited GPO Box 1461 Brisbane Queensland 4001 ABN 40 078 849 055
Section 94
0080 30.09.2013
Page 3 of 3
2.10 Explosives:
Explosives must not be used within 5 metres of cables, unless an engineering report is provided indicating that no damage will be sustained. Clearances
should be obtained from Energex’s Planning Engineer for use of explosives in the vicinity of Energex cables.
2.11 Damage Reporting:
All damage to cables, conduits and pipes must be reported no matter how insignificant the damage appears to be. Even very minor damage to cable
protective coverings can lead to eventual failure of cables through corrosion of metal sheaths and moisture ingress.
All work in the vicinity of damaged plant should cease and the area should be vacated until a clearance to continue work has been obtained from an
Energex officer.
2.12 Plant Solutions and Assistance:
If plant location plans or visual location of Energex plant by hand or vacuum excavation reveals that the location of Energex plant is situated wholly or
partly where the developer or constructor plans to work, then Energex shall be contacted to arrange for possible engineering solutions.
If Energex relocation or protection works are part of the agreed solution, then payment to Energex for the cost of this work shall be the responsibility of
the principal developer or constructor. Energex will provide an estimated quotation for wor k on receipt of the developer’s or constructor’s order number
before work proceeds.
It will be necessary for the developer or constructor to provide Energex with a written Work Method Statement for all works i n the vicinity of, or involving
Energex plant. This Work Method Statement should form part of the tendering documentation and work instruction.
2.13 Remote or On-Site Location Advice: This service shall be provided at Energex’s discretion:
In response to your request, Energex may provide a site visit when 33kV or above cables are present only, however any markings or pegs placed on the
site will be indications of approximate equipment locations only. All markings must be confirmed by careful hand or vacuum excavation.
Energex may provide either remote over the phone or on-site location advice to assist in the location of Energex plant, including how to visually locate
and protect the plant when excavating.
Where on-site location advice is provided, the constructor is responsible for all hand or vacuum excavation (potholing) to visually locate and expose
Energex plant.
2.14 Vacuum Excavations (Hydro Vac)
When operating hydro vac equipment to excavate in vicinity of underground electrical assets (cables/conduits):
Fitted with:
Nonconductive (neoprene rubber or equivalent) vacuum (suction) hose.
Oscillating nozzle on pressure wand with water pressure adjusted to not exceeding 2000 psi.
Maintain a minimum distance of 200mm between end of pressure wand and underground electrical assets. DO NOT insert the pressure wand jet
directly into subsoil.
Ensure pressure wand is not directly aimed at underground electrical assets (cables/conduits).
2.15 Safety Notices (Underground Work)
There is no exclusion zone applicable for underground electrical assets – conduits, cables (unless cable is damaged, or conductors or terminations have
been exposed) therefore there is no requirement for a written Safety Advice to be obtained provided the work location does not contain overhead
electric lines or other exposed live parts.
Thank you for your interest in maintaining a safe and secure Electricity Distribution network.
Energex welcomes your feedback on this document via email to [email protected]
Energex Limited GPO Box 1461 Brisbane Queensland 4001 ABN 40 078 849 055
Section 95
PAPER SIZE A3
All underground cables shall be treated as being energised. Where a cable is located that is not represented For Emergency Situations
on the ENERGEX EnerGISe DBYD map, then ENERGEX shall be contacted immediately. Please call 13 19 62 <8, ates ay
/ oi PRL Wy
- 7 \ energex
‘
5 | GIs
DBYD
Date: 07 Nov 17 Time: 16.57.40
Requested By: DBYD
NOT TO SCALE
° 100m
Enquiry No: 66003645
KEY MAP
Enquiry Area
LOCALITY DIAGRAM
Noo
!
|
!
|
!
!
!
This output provides details of the ENERGEX olectrical network. As variations may exist no responsibility is incurred by ENERGEX for the UNCONTROLLED (OPY
of the infor ic d, Exact positions of cables and electrical connectivity should be confirmed on site.
PAPER SIZE A3
Section 96
PAPER SIZE A3 Map has been designed to be reproduced in colour
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.
4200
8800
P1297654
8700
©P1297659
5
oe!
_——
181
707 8600m N
A
4300 4400
168
For Emergency Situations
Please call 13 19 62
———} 8800
8700
8600
894200m
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.
4300 4400
UNCONTROLLED COPY
alee
*
SgQyD
energex
GIS
DBYD
Date: 07 Nov 17 Time: 16.57.52
Requested By: DBYD
SCALE 1:1000
20 ° 20m
-
Enquiry No: 66003645
STRIP No: 1
—- Cable Voltage
(A Ground Transformer Less Than 33k
Cubicle Transformer ™@™ Cable Voltage
33kV or Higher
fa Ring Main Unit
@) Metering Unit © Direer-Lay
wv Link Pillar O Conduit
[Service Pillar Multi-Section
Duct
Junction Pillar
i ’ Trench
J Pit
ma Cable Joint Cable Tray
b> Cable Termination LE] Tunnel
4 Cable Marker
Street Light Pole
li Earth
Works Order
Polygon
INDEX TO SHEETS
LOCALITY DIAGRAM
i a 2
Ce a
C LA
NOOSAVILLE _ \
a)
PAPER SIZE A3 Map has been designed to be reproduced in colour
Section 97
Working near
nbn cables TM
nbn has partnered with Dial Before You Dig to give you a single point of contact to
get information about nbn underground services owned by nbn and other utility/service
provider in your area including communications, electricity, gas and other services. Contact
with underground power cables and gas services can result in serious injury to the worker, and
damage and costly repairs. You must familiarise yourself with all of the Referral Conditions
(meaning the referral conditions referred to in the DBYD Notice provided by nbn).
Practice safe work habits
Once the DBYD plans are reviewed, the Four P’s of Excavation should be adopted in conjunction with your safe
work practices (which must be compliant with the relevant state Electrical Safety Act and Safe Work Australia
“Excavation Work Code of Practice”, as a minimum) to ensure the risk of any contact with underground nbn
assets are minimised.
Plan: Plan your job Pothole: Non-destructive Protect: Protecting and Proceed: Proceed only
ensuring the plans potholing (i.e. hand supporting the exposed when the appropriate
received are current and digging or hydro nbn underground asset planning, potholing and
apply to the work to be excavation) should is the responsibility of protective measures are in
performed. Also check for be used to positively the worker. Exclusion place.
any visual cues that may locate nbn underground zones for nbn assets are
indicate the presence of assets with minimal risk clearly stated in the plan
services not covered in of contact and service and appropriate controls
the DBYD plans. damage. must be implemented to
ensure that encroachment
into the exclusion zone
by machinery or activities
with the potential to
damage the asset is
prevented.
Section 98
Working near nbn cables TM
Identify all electrical hazards, When using excavators and other Workers and equipment must
assess the risks and establish machinery, also check the location maintain safety exclusion zones
control measures. of overhead power lines. around power lines.
Once all work is completed, the excavation should be re-instated with the same type of
excavated material unless specified by nbn. Please note:
• Construction Partners of nbn may require additional controls to be in place when performing
excavation activities.
• The information contained within this pamphlet must be used in conjunction with other
material supplied as part of this request for information to adequately control the risk of
potential asset damage.
Contact
In the event of the nbnTM network facility damage
please call 1800 626 329
Disclaimer
This brochure is a guide only. It does not address all the matters you need to consider when working near our cables. You must
familiarise yourself with other material provided (including the Referral Conditions) and make your own inquiries as appropriate.
nbn will not be liable or responsible for any loss, damage or costs incurred as a result of reliance on this brochure.
This document is provided for information purposes only. This document is subject to the information classification set out on this
page. If no information classification has been included, this document must be treated as UNCLASSIFIED, SENSITIVE and must not
be disclosed other than with the consent of nbn co. The recipient (including third parties) must make and rely on their own inquiries
as to the currency, accuracy and completeness of the information contained herein and must not use this document other than with
the consent of nbn co. Copyright © 2017 nbn co limited. All rights reserved.
Section 99
Indicative Plans
Issue Date: 07/11/2017
175 Eumundi Noosa
Location:
Road,Noosaville,QLD-4566
Section 100
LEGEND Type: Telco Technology :Copper/Fibre -—}-. Assets 0 SHALE 60 Meters 12000 IN-SERVICE: Cable/ Duct/ Trench 1 cm equals 20 m s DESIGNED/CONSTRUCTED: Cable/ Duct/ Trench || Pit/Manhole mm Level 11, 100 Arthur Street, North Sydney NSW 2060 © 2015 nbn co limited | ABN 86 136 533 741 Email [email protected] Web nbn.com.au
Section 101
Emergency Contacts You must immediately report any damage to nbn™ network that you are/become aware of. Notification may be by telephone - 1800 626 329.
Section 102
To: Mr ADG Engineers
Phone: 1300 657 402
Fax: Not Supplied
Email: [email protected]
Dial before you dig
13224872
Job #:
Sequence # 66003649
Issue Date: 07/11/2017
175 Eumundi Noosa
Location:
Road,Noosaville,QLD-4566
Information
The area of interest requested by you contains one or more assets.
nbn Assets Search Results
Communications Asset identified
Electricity No assets
In this notice NBN Facilities means underground fibre optic, telecommunications and/or power
facilities, including but not limited to cables, owned and controlled by nbn
Location of Underground Power Facilities
We thank you for your enquiry. In relation to your enquiry at the above address:
• nbn's records indicate that there ARE nbn Facilities in the vicinity of the location
identified above ("Location").
• nbn indicative plan/s are attached with this notice ("Indicative Plans").
Section 103
• The Indicative Plan/s show general depth and alignment information only and are not
an exact, scale or accurate depiction of the location, depth and alignment of nbn
Facilities shown on the Plan/s.
• In particular, the fact that the Indicative Plans show that a facility is installed in a
straight line, or at uniform depth along its length cannot be relied upon as evidence
that the facility is, in fact, installed in a straight line or at uniform depth.
• You should read the Indicative Plans in conjunction with this notice and in particular,
the notes below.
• You should note that, at the present time, the Indicative Plans are likely to be more
accurate in showing location of fibre optics and telecommunications cables than power
cables. There may be a variation between the line depicted on the Indicative Plans and
the location of any power cables. As such, consistent with the notes below, particular
care must be taken by you to make your own enquiries and investigations to precisely
locate any power cables and manage the risk arising from such cables accordingly.
• The information contained in the Indicative Plan/s is valid for 28 days from the date of
issue set out above.You are expected to make your own inquiries and perform your
own investigations (including engaging appropriately qualified plant locators at your
cost to locate nbn Facilities during any activities you carry out on site).
We thank you for your enquiry and appreciate your continued use of the Dial Before You Dig
Service.If you are planning to excavate and require further information, please contact nbn on
1800 626 329. For any enquiries related to moving assets or Planning and Design activities,
please email the nbn at [email protected]:
1. You are now aware that there are nbn Facilities in the vicinity of the above property that could be
damaged as a result activities carried out (or proposed to be carried out) by you in the vicinity of the
Location.
2. You should have regard to section 474.6 and 474.7 of the Criminal Code Act 1995 (CoA) which deals
with the consequences of interfering or tampering with a telecommunications facility. Only persons
authorised by nbn can interact with nbn's network facilities.
3. Any information provided is valid only for 28 days from the date of issue set out above.
Referral Conditions
The following are conditions on which nbn provides you with the Indicative Plans. By
accepting the plans,you are agreeing to these conditions. These conditions are in
addition, and not in replacement of, any duties and obligations you have under
applicable law.
1. nbn does not accept any responsibility for any inaccuracies of its plans including the
Indicative Plans. You are expected to make your own inquiries and perform your own
Section 104
investigations (including engaging appropriately qualified plant locators at your
expense to locate nbn Facilities during any activities you carry out on site).
2. You acknowledge that nbn has specifically notified you above that the Indicative Plans
are likely to be more accurate in showing location of fibre optics and
telecommunications cables than power cables. There may be a variation between the
line depicted on the Indicative Plans and the location of any power cables.
3. You should not assume that nbn Facilities follow straight lines or are installed at
uniformed depths along their lengths, even if they are indicated on plans provided to
you. Careful onsite investigations are essential to locate the exact position of cables.
4. In carrying out any works in the vicinity of nbn Facilities, you must maintain the
following minimum clearances:
• 300mm when laying assets inline, horizontally or vertically.
• 500mm when operating vibrating equipment, for example: jackhammers or
vibrating plates.
• 1000mm when operating mechanical excavators.
• Adherence to clearances as directed by other asset owner's instructions and
take into account any uncertainty for power cables.
5. You are aware that there are inherent risks and dangers associated with carrying out
work in the vicinity of underground facilities (such as nbn fibre optic,copper and coaxial
cables,and power cable feed to nbn assets).Damage to underground electric cables
may result in:
• Injury from electric shock or severe burns, with the possibility of death.
• Interruption of the electricity supply to wide areas of the city.
• Damage to your excavating plant.
• Responsibility for the cost of repairs.
6. You must take all reasonable precautions to avoid damaging nbn Facilities. These
precautions may include but not limited to the following:
• All excavation sites should be examined for underground cables by careful
hand excavation. Cable cover slabs if present must not be disturbed. Hand
excavation needs to be undertaken with extreme care to minimise the likelihood
of damage to the cable, for example: the blades of hand equipment should be
aligned parallel to the line of the cable rather than digging across the cable.
• If any undisclosed underground cables are located, notify nbn immediately.
• All personnel must be properly briefed, particularly those associated with the
use of earth-moving equipment, trenching, boring and pneumatic equipment.
• The safety of the public and other workers must be ensured.
• All excavations must be undertaken in accordance with all relevant legislation
and regulations.
7. You will be responsible for all damage to nbn Facilities that are connected whether
directly, or indirectly with work you carry out (or work that is carried out for you or on
your behalf) at the Location. This will include, without limitation, all losses expenses
incurred by nbn as a result of any such damage.
8. You must immediately report any damage to nbn™ network that you are/become
aware of. Notification may be by telephone - 1800 626 329.
The text continues on section 105.