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2019-01-14 General Committee Agenda - Attachment 1 to Item 1 - Original Court Approval for Bottling Plant
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Attachment 1
Attachment 1 to Item 1
General Committee Meeting Agenda, 14 January 2019
. . _ Attachment 1 to Item 1 Mecmen|
Te “General Committee Meeting Agenda, 14 January 2019
Inthe Planning andEnvironmentCout —s—“‘ éw#*~*!*!”!*!CUNO 8402008000”
Held at: Maroochydore
Between: JOHN HARDING, JOHN FORTH, Appellants
ADRIENNE FORTH, JOAN ALEXANDER,
IAN BENNETT AND PETER MOON ;
And: SUNSHINE COAST REGIONAL COUNCIL Respondent
And: COOROY MOUNTAIN SPRING WATER Co-Respondent
PTY LTD ACN 053 498 285 ,
JUDGMENT
Before His Honour Judge Dodds
Date of Hearing: 2 August 2010
Date of Judgment: 2 August 2010
THIS MATTER HAVING on this day come on for hearing by way of an appeal
against the Respondent’s approval of a development application for a Development
Permit for a Material Change of Use (Resource- Based Spring Water Bottling Plant)
in relation to Land at 314 Cooroy Mountain Road, Cooroy and also described as Lot 2
on SP 143409.
IT IS ADJUDGED that the appeal be dismissed.
Filedon 06.08 . xaJ0/Q
Filed by: Connor O’Meara Solicitors
Service address: Level 5, 370 Queen Street, Brisbane 4000
Phone: (07) 3221 3033
Fax: (07) 3221 6661 on tty WY
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_ + + 5. JUDGMENT 7 CONNOR O'MEARA
NEES Filed on behalf of the Co-Respondent Solicitors
af 9 \z- Form PEC-7 Level 5, 370 Queen Street
=) OMS de BRISBANE 4000
i \ Sar fe. Phone: 3221 3033
ws ef Fax: 3221 6661
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Section 2
‘ ° cee a _
In the Planning and Environment Court No 318 of 2008 oO
Held at: Maroochydore
Between: COOROY MOUNTAIN SPRING WATER Appellant
PTY LTD ACN 053 498 285
And: SUNSHINE COAST REGIONAL COUNCIL Respondent
And: JOHN HARDING, JOHN FORTH, Co-Respondents by
ADRIENNE FORTH, JOAN ALEXANDER, | Election
IAN BENNETT AND PETER MOON :
JUDGMENT
Before His Honour Judge Dodds . ,
Date of Hearing: 2 August 2010
Date of Judgment: 2 August 2010
THIS MATTER HAVING on this day come on for hearing by way of an appeal
against the Respondent’s approval of a development application for a Development
Permit for a Material Change of Use (Resource- Based Spring Water Bottling Plant)
in relation to Land at 314 Cooroy Mountain Road, Cooroy and also described as Lot 2
on SP 143409.
UPON the Court being satisfied that the changes to the plans of development are
“minor” within the meaning of section 4.1.52(2)(b) of the Jntegrated Planning Act
1997 as amended by sections 821 and 350 of the Sustainable Planning Act 2009.
IT IS ADJUDGED that:
1. the appeal be allowed in part; .
2. the changed application be approved subject to the amended conditions -
attached hereto and marked “Attachment A”;
ARN A JUDGMENT CONNOR O’MEARA
ics ils: Filed on behalf of the | Appel lant Solicitors
i KS ve Form PEC-7 Level 5, 370 Queen Street
(Sf ef. \F\. BRISBANE 4000
| y ES I= : Phone: 3221 3033
Yt tee
\Be "4 ° Fax: 3221 6661
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3. there be liberty to apply. ee
Filedon OLo. D6- ISOsria
Filed by: Connor O’Meara Solicitors
_° Service address: Level 5, 370 Queen Street, Brisbane 4000 ~
Phone: (07) 3221 3033
Fax: (07) 3221 6661
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1 APPLICATION DETAILS
Application No: 2006/268
Street address: 314 Cooroy Mountain Road, Cooroy Mountain
os Real property Lot 2 SP 143409
description: ;
Planning Scheme: The Noosa Plan
2 RELEVANT PERIOD OF APPROVAL | | |
The relevant period for this Development Approval is identified in the Assessment Manager conditions.
3 ASSESSMENT MANAGER CONDITIONS | |
Land Use |
1. | Development undertaken in accordance with this approval must generally comply with the approved
plans of development. The approved plans are numbered SKO1 and SKO2 dated 2 August 2010and
as may be amended by these conditions.
2. The development must be undertaken and operated in a manner that causes no detrimental effect
upon the amenity of the neighbourhood by reason of the creation of excessive noise, fighting
nuisance or other emissions.
Vehicle and Truck Movements
3. All vehicles associated with the use shall travel to the site via the western end of Cooroy Mountain
Road.
4. -,
5.
5A. Trucks are not to arrive at or leave the premises outside the hours of 7:00 am to 6:00pm Monday to
Friday.
5B. Prior to the Council completing the staged upgrade works to Cooroy Mountain Road, weekly Trucks
shall be limited as follows:
(a) 40 water carrying trucks (namely ail semi-trailers, tankers and other trucks carrying water but
excluding B-Doubles) per week;
(b) 20 ancillary trucks (namely non-articulated trucks and non-water carrying trucks).
5C. After the Council has completed the staged upgrade works to Cooroy Mountain Road, weekly
Trucks shall be limited as follows:
(a) 50 water carrying trucks (namely all semi-trailers, tankers and other trucks carrying water but
excluding B-Doubles) per week;
(b) 25 ancillary trucks (namely non-articulated trucks and non-water carrying trucks).
Note: The road upgrade referred to is the upgrading of the remaining 2.2 kilometres of Cooroy
Mountain Road to provide two (2) 3.5 metre wide traffic lanes with a 1.0 metre wide sealed shoulder
to a total formation width of 9.0 metres. It is envisaged that the upgrade works to Cooroy Mountain.
road will be completed in the financial year 2012/2013.
5D. Truck drivers will comply with the requirements of the “Truck Drivers Code of Conduct” dated 2
August 2010 which requires, amongst other things but is not limited to:
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(a) the use of engine/exhaust brakes along Topaz Street and Cooroy Mountain Road be
prohibited except in case of an emergency (i.e. safety requirement);
(b) Maximum speed on Topaz Street and Cooroy Mountain Road to be 60 km/hr.
Hours of operation
5—. The hours of operation for the use are limited to:
* 6:00am to 10:00pm Monday to Friday;
* 8:00am to 5:00pm on no more than five (5) Saturdays per year, where production has
been disrupted during the week due to breakdown.
Maximum staff
SF. Amaximum number of 48 staff (including drivers) are permitted on the premises during the hours of
operation and are not permitted to arrive at the premises prior to 6:00 am except for:
* 1 employee (maintenance worker) who is permitted to arrive at 5:00 am Monday to Friday;
* 1 employee (maintenance worker) who is permitted to arrive at 5:30 am Monday to Friday;
and
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* 8 employees (production workers) who are permitted to arrive at 5:45 am Monday | Friday. «
5G. Administrative staff will be relocated from the site by 31 October 2012 such that the maximum
number of staff on site from that time forward will be 30, generally represented by 15 production
staff, 7 semi-trailer drivers, 3 management staff (from time to time), 2 ancillary truck drivers and 2
maintenance workers.
Home and office deliveries .
5H. No home or office delivery staff or vehicles shall operate from the premises.
Miscellaneous
6. Existing trees on the site and within road reserves are to be retained, except where required to be
removed due to building operations or the conduct of the approved use. These landscape plans
required to be submitted are to denote areas of existing vegetation or existing trees proposed or
required to be retained.
7. Any advertising sign or device is to comply with Council's policies on advertising.
Land Development ,
Vehicle Access and Frontage works
8. The applicant shall relocate the existing site access to a location between 80 and 110 metres east
of the existing site access on Cooroy Mountain Road, to the reasonable satisfaction of Council. The
intersection between Cooroy Mountain Road and the relocated site access shall be designed and
constructed to provide safe turning areas for the vehicles likely to use the access. In this respect the
intersection between Cooroy Mountain Road and the relocated access shall be designed and
: constructed in accordance with the most recent edition of the Department of Main Roads Road
Planning and Design Manual and The Noosa Plan Planning Scheme Policy 5 Engineering Design
Standards - Roads, Drainage and Earthworks. The redundant access (i.e. the existing access
driveway) shall not be used for vehicular access. To ensure vehicular access via the redundant
access does not occur, the redundant access point within the Cooroy Mountain Road reserve shall
be revegetated in accordance with Council standards.
9. The relocated driveway from Cooroy Mountain Road to the car parking loading area shall be sealed,
designed and constructed in accordance with AS/NZS 2890.1-2004, AS 2890.2-2002 and The
Noosa Plan Planning Scheme Policy 5 Engineering Design Standards - Roads, Drainage and
Earthworks. The relocated driveway shall be designed and constructed to grades that prevent
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vehicles from scraping and/or bottoming whilst also allowing pedestrians movements along the
footpath without any step or level difference. Should any driveways be constructed to grades that
do not comply with AS/NZS 2890.1-2004 and AS 2890.2-2002, Council will require that the
driveway be removed and reconstructed to levels that do comply.
10. All vehicles shall enter and leave the site in a forward direction.
Loading Areas
11. Sealed loading and manoeuvring areas for the heavy vehicles shall be provided on site generally as
shown on drawing number SK-01, dated 2 August 2010and shail comply with the requirements of
AS 2890.2-2002 where applicable.
Car Parking
12. A sealed car parking area shall be provided on site generally as shown on drawing number SK-01,
dated 2 August 2010 and shall comply with the requirements of AS/NZS 2890.1-2004 where
applicable.
13. A minimum of 25 uncovered carpark spaces shail be provided on site, including 1 clearly defined
disabled carpark space.
14. All carparking shall be kept, maintained and tine-marked in a condition fit for use.
Roadworks Contributions
15. Accontribution of $5,960 shall be paid to the Council towards the cost of improvements to the major
road network of Cooroy, as a result of increase traffic generation caused by the proposed
development. The contribution shall be paid to the Council prior to obtaining a Development Permit
for Operational Works. This amount will be subject to variations in the Consumer Price Index, All
Groups Brisbane from December 2007 until the date of payment.
16. Acontribution of $160,975 shall be paid to the Council towards the cost of improvements to Cooroy
Mountain Road, as a result of increase traffic generation caused by the proposed development. The
contribution shall be paid to the Council prior to obtaining a Development Permit for Operational
Works. This amount will be subject to variations in the Consumer Price Index, All Groups Brisbane
from December 2007 until the date of payment.
Water Quality
17. The applicant shall submit a Water Management Plan for Council approval prior to the issue of any
. Operational Works Permit. The Water Management Plan shall be prepared by a suitably qualified
Environmental Engineer and certified by a Registered Professional Engineer of Queensland.
The Water Management Plan shail detail water quantity and quality requirements of environments
receiving runoff from the site. The Water Management Plan shall demonstrate that appropriate
treatment measures will be incorporated into the proposed use to ensure the existing water quantity
and water quality within environments receiving runoff from all aspects of the proposed use (i.e.
including but not limited to effluent, carpark runoff and any by products of industrial use occurring on
site) are maintained in accordance with The Noosa Plan and the Environmental Protection (Water)
Policy 1997.
Effluent Disposal
18. +,
18A. The design and construction of the on-site effluent disposal system and disposal area shail be in
accordance with the Conceptual Effiuent Treatment and Disposal Strategy prepared by Gilbert and
Sutherjiand, dated Seteber goo: subject to the following requirements:
, _ HouemBbe & ,
(i) ongoing monitoring of treatment process and disposal areas shall be undertaken to
ensure both are functioning effectively over time. They shall be undertaken generally
as follows: .
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* Annual monitoring shall be undertaken from the time of commissioning to determine
the quality of the wastewater produced from the effluent treatment system;
* Monitoring of the soils, vegetation and groundwater in the application area shall be
undertaken every three years to establish that such is not percolating into the
groundwater;
. * Sampling and testing shall be in accordance with relevant regulatory requirements and
manuals such as those provided by the Environmental Protection Agency, with testing
undertaken by an accredited Laboratory; ;
* Continuous monitoring shall be undertaken by the system for any water on the surface
of the application area, downslope resurfacing, changing plant growth on or around
the application area and any other signs of problems, and addressed through
maintenance or servicing.
~ (ii) A reserve disposal area 100% the size of the primary disposal area shall be nominated
and located outside required buffer areas. The location shali be provided as part of the
detailed design report at the Operational Works application stage.
(iit) A minimum of secondary standard effluent treatment with disinfection to achieve the
required microbiological quality (i.e. 200 cfu/100 mL with no sample over 1000
. cfu/100mL) shall be adopted.
(iv) Detailed MEDLI modelling shail be undertaken at the operational Works application stage
to confirm the appropriate size for the effluent disposal area to ensure this is equal to
plant uptake, soil storage and environmentally acceptable release rates. .
(v) More information on the source/s and respective volumes of wastewater produced during
bottling etc shall be provided in a detailed site-based stormwater management plan
(SBSWMP) at the Operational Works application stage, including monitoring of actual
wastewater production rates.
(vi) Washing plant, equipment or vehicles shall be undertaken off-site. If on-site washing of
any plant or equipment is necessary, all wastewater shall be collected in a sump and
disposed of off-site as trade waste by a registered operator.
(vii) Additional monitoring of wastewater discharge at Outflow Point 1 (G & S drawing H
J0085.1.7) is to be carried out to demonstrate compliance with the desired SVSWMP
water quality objectives in support of an operational Works approval, and on an on-going mrontl,
basis to demonstrate continued compliance with SBSWMP water quality objectives. This \
monitoring and assessment of the impact must be carried out compliance with the _
Ecoaccess operational policy “Wastewater Discharge to Queensland Waters”.
(viii) Rehabilitation of the waterway of the site, as indicated by the 1997 Strategic Plan (Open
Space-Conservation & Waterway Protection) is to be undertaken in addition to replanting
as detailed in Drawing H J0085.1.2 of the Conceptua! Site-Based Stormwater
Management Plan.
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18B. The Conceptual Effluent Treatment and Disposal Strategy prepared by Gilbert and Sutherland,
~ dated October 2009 assumes a combined bottied/bulk water production volume of 24 ML/annum,
which produces 7.2 ML/annum of waste water. If the production rate increases over 24 ML/annum,
additional settlement ponds, chemical treatment and flocculation is required in addition to those
measures specified in the Conceptual Effluent Treatment and Disposal Strategy and condition 18A
of this approval. These additional measures are to be achieved through larger (vertical) holding
tanks and chemical dosing within the approved development footprint. Erosion & Sediment
Control .
19. Any person acting on this permit shall prevent erosion and sediment export from leaving the site.
Site contro) measures such as silt fencing, controlled gravel access to the site and controlled
disposal of waste, will be necessary. In this regard plans detailing the methods of controlling
erosion and sediment are required to be submitted to the: Council for approval prior to obtaining a
Development Permit for Operational Works.
General
20. For the following classes of work associated with development, a Development Permit for
. . Operational Works must be obtained prior to commencement of works relating to that class of work.
The application may combine any or all of these classes of work:-
° Access and/or Carparking.
° Roadworks.
° Stormwater Drainage.
° Frontage Works.
° Erosion & Sediment Control
21. A suitably qualified Registered Professional Engineer shali prepare engineering drawings and
specifications for all engineering works that will become Council infrastructure, which shall be
submitted in conjunction with an application for a Development Permit for Operational Works. in
this regard a DXF/DWG file on GDA94 zone 56 grid of the proposed cadastre layout is to be
submitted in conjunction with any application for Operational Works.
22. Digital detailed designs inctuding drawings, calculations, specifications and a schedule of works,
shall be submitted with any application for a Development Permit for Operational Works in respect
of roadworks and stormwater drainage works. The design shall be in accordance with Council's
Planning Scheme Policy PSPOS - Engineering Design Standards - Roads, Drainage and
Earthworks. To avoid conflict with underground pipes or services, all existing and proposed
services required by the development shall be shown on the plans.
23. To facilitate production of As Constructed drawings it is suggested that all design drawings are
submitted in the Asset Design and As Constructed (ADAC) digital format. (Guidelines on the use of
ADAC are available at www.adac.com.au).
24. As Constructed drawings and data shall be certified by a qualified experienced Civil Engineer for
design intent, and a Licensed Surveyor shall certify the cadastre and the location, level and type of
all services and structures. All of which shall be submitted to Council for checking and for Council's
records.
The data must fully detail levels for all engineering works including but not limited to drainage
structures, finished ground levels and pavement surface levels. The data shall be submitted in the
Asset Design and As Constructed (ADAC) digital format. (Guidelines on the use of ADAC are
available at www.adac.com.au).
Approval of works shail not be granted until all As Constructed information has been supplied and :
accepted by Council. .
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Environmental Health
25. The developer must provide waste storage and disposal facilities in accordance with Planning
Scheme Policy No 9 “Waste Management Multi-Dwellings and Commercial and Industrial
Premises’, including an external imperviously paved area correctly sized for all refuse and recycling
containers and suitably screened from public places and neighbouring properties. A roofed
waste/bin wash area is required with a cold-water tap, hose and drain outlet connected to sewer, or
approved wastewater disposal system via a bucket trap and grease arrestor.
26. The development must allow refuse-loading areas to be located off street. All vehicles associated
with the collection of waste/recyclables, shall enter and leave the site in a forward direction, without _
the need for any unsafe maneuvering.
27. A Waste Management Plan (Operational) in accordance with Planning Scheme Policy No. 9
“Waste Management Multi-Dwellings and Commercial and Industrial Premises”, must be submitted
for the day-to-day operation of the development and approved by Council's Health Section prior to
issue of development permit for operational works. ,
It is critical that waste areas are properly planned. A copy of Planning Scheme Policy No. 9
explaining exactly how to predict waste quantities and design waste areas is available from Council
and the web. The Plan shall include the following information: - ;
° The types of waste that will be generated from the activities approved within the
development. ,
° Estimated volumes or tonnage of both recyclables and waste generated. :
° Methods to be used for deating with garden waste.
° Initiatives to minimize waste either by waste prevention, reduction, re-use or recycling.
° Description of procedures for getting all waste to the bins; the storage of bins and the
collection of bins by the contractor.
° A description of the design details of waste storage and recycling areas including size,
location, elevation and floor plan, methods of bin washing and system to prevent storm
water getting into sewer via the bin wash.
° A description of types and volume of waste storage containers to be used.
° The waste and recycting storage area shall include the provision of containers for all
waste and recycling materials including putresable matter, non-recycling waste, paper/
« cardboard, glass, aluminum/steel cans, waste oil, styrofoam boxes, etc, and bin washing
facilities connected to sewer.
. A detailed description of vehicular access to collect waste. Where collection is off street,
access must allow vehictes to enter and leave the site in a forward direction.
: 28. As no Plumbing Final has been issued through Noosa Council Plumbing Services, all existing
; _ plumbing and drainage, along with Backflow Prevention Devices, are to be assessed to ensure
compliance with current Legislation and Acts.
(4__APPROVED PLANSIDOCUMENTS
The approved plans and / or documents for this development approval are listed in the Assessment
Manager conditions.
5 ADVISORYNOTES i
The following Advisory Notes are for information purposes only and do not form conditions of approval:
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41. We advise ‘interested parties’ i.e. ‘developer’, ‘owner’, ‘tenant’ to consider their responsibilities
under the Disability Discrimination Act (DDA) in regard to the installation of disabled access and the
provision of disabled facilities, and that access to this building and the provision of sanitary facilities
may need to comply with the requirements of Section D Part D3 and Section F Clause F2.4 of the
Building Code of Australia.
2. Noise from building works associated with commercial and or industrial development should comply
with the following —
° Limited to between 7:00am to 6:30pm Monday to Saturday.
° All reasonable measures are taken to minimise noise emissions.
. Not permitted on Sunday or public holidays.
3. In accordance with the Environmental Protection (Water) Policy 1997, al! sand, silt, mud, paint,
cement, concrete, builder's waste or rubbish should not be permitted to enter or be placed where it °
could reasonably be expected to move into a roadside gutter, storm water drain or a watercourse.
On the spot fines apply for such offences. |
4. The applicant is informed that payment via credit card transaction will not be an acceptable method
of payment for development contributions conditioned in this permit or for infrastructure charge
notices issued separately.
Aboriginal Cultural Heritage Act 2003 .
There may be a requirement to establish a Cultural Heritage Management Plan and/or obtain approvals
pursuant to the Aboriginal Cultural Heritage Act 2003 (ACH Act).
The ACH Act establishes a cultura! heritage duty of care which provides that: “A person who caries out
an activity must take all reasonable and practicable measures to ensure the activity does not harm
Aboriginal cultural heritage”. \t is an offence to fail to comply with the duty of care. Substantial monetary
penalties may apply to individuals or corporations breaching this duty of care. Injunctions may also be
issued by the Land and Resources Tribunal, and the Minister administering the ACH Act can also issue
stop orders for an activity that is harming or is likely to harm Aboriginal cultural heritage or the cultural
_ heritage value of Aboriginal cultural heritage.
You should contact the Cultural Heritage Co-ordination Unit on 07 3238 3838 to discuss any obligations
under the ACH Act.
6 _ PROPERTYNOTES ose wwii vaa tes me tensa at
Not applicable
7 PRELIMINARY APPROVAL OVERRIDING SCHEME,
Not applicable
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8 FURTHER DEVELOPMENT PERMITS REQUIRED .
Type of Development Permit Subject of the required Development Permit
required
Development Permit for Building Works All Building Works
Development Permit for Operational Access, Carparking, Roadworks, Stormwater Drainage,
Works Frontage Works and Erosion and Sediment Control.
9 SELF ASSESSABLE CODES EG
The developer must comply with the following codes for self-assessable development related to the
development approved under this Decision Notice: .
Advertising Devices Code
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4 _ COOROY MOUNTAIN SPRING WATER FACTORY UPPER LEVEL PLAN /™ SCALE 1:200 {42}
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Truck Drivers Code of Coniduct
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Cooroy Mountain Spring Water Bae
314 Cooroy Mountain Road, Cooroy we Oo ee ,
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Driver’s Code for All Heavy Vehicle Deliveries to Site’. oe
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Cooroy Mountain Spring water operate a water bottling’facility-at'314 Cooroy Mountain Road, Cooroy.
Trucks access the site to deliver raw materials ie bottles 'and:to remove both bottled water and bulk
water. Access to the site from the Bruce-HighWay,is via the township of Cooory using streets including
Topaz Street and Cooroy Mountain Road. “0 “"+‘s,., eae
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The transport route requiresitravel through-areas with.-established:-residential dwellings. Cooroy
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Mountain Spring Watefshas madé'.a:commitment;to;the Local ‘Authority and the Local Community to
undertake delivery and despatch of product via road‘transport trucks in a manner which protects the
environment and the amenity-of the.local,community.*:, "
FO ee . _ _
It must,-bez;remembered,, that asa truck drivér.-accéssing our site, your driving behaviour is a
fente ee ety, oe . . . _
representation of the Company impact.that the general public experience and we require all driving
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behaviour to:comply with the following'standards at all times.
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To achieve the desired outcomes the following
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¢ All drivers must obey all Signs, directions and instructions and display respect and courtesy for
THs ates
other road users.*<3:". oF:/5"s ;
¢ The use of engine brakes is prohibited in residential areas in close proximity to the site including
along Topaz Street and Cooroy Mountain Road except in the case of an emergency ie safety -
requirement,
e All vehicles entering our site must be fully roadworthy and maintained. CMSW reserve the right
to inspect any vehicle or request maintenance records for any vehicle. CMSW reserves ali rights
to prohibit any vehicle from the site if we believe it may not be roadworthy, safe to operate or
generates excessive noise.
e Any accidents, incidents, complaints, spillages or near misses that occur are to be reported to
the CMWS General Manager as soon as possible after the occurrence.
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e Any litter is to be placed in the litter bins provided on site.
e Notrucks are to access the site prior to 7am on any day of the week. :
e Delivery hours for trucks are limited to the time period 7am to 6pm Monday to Saturday.
e The use of engine/exhaust brakes along Topaz Street and Cooroy Mountain Road is to be :
prohibited except in the case of an emergency ie safety requirement. ~
@ Maximum speed of Travel on Topaz Street and Cooroy Mountain Road is to be 60 km/h. :
e Maximum speed of travel on site is 30 km/hr. .
Drivers who are found to not comply with the above Code of‘Conduct shall be issued a warning, any .
subsequent infringements may result in disciplinary action:béing taken.
SEP Es !
PEPE HEE ETE TEETH EEE TEESE EE TEETH TEES EEE tT EEE ,
Cooroy Mountain, Spring Water * oo
Confirmation of Understanding of the Code "T a = ,
(print) nie a - en
Of (company) aren fe si a
Have read/had the Drivers Code explained to mend ufderstand-the requirements of the Code. |
confirm that | will comply.with the requirements of:the Drivers Code:
Signed: ie EER, ot
Date: ee PR ‘os,
Endorsed by: Pa aie
(CMSW Representative}.
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BY Se . : .Section 16
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| GILBERT+SUTHERLANG
|
{ _ Conceptual Effluent Treatment
and Disposal Strategy
. Redevelopment of Cooroy Mountain
[ Spring Water bottling facility
{ Cooroy Mountain Road,
Mt. Cooroy, Queensland
Prepared for
[ Cooroy Mountain Spring Water Pty Ltd
[
{ November, 2009
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Cooroy Mountain Spring Water CEDA Cooroy Mountain Road, Mt. Cooroy QLD {
. |
Document contro!
Document: HJ0085-1_CEDA_RGH1F1 Gilbert & Sutherland P/L
. | Title: Conceptual Effluent Treatment and ABN 56 077 310 840 |.
Disposal Strategy, Redevelopment of — .
Cooroy Mountain Spring Water bottling Originating Office: Kawana | |
facility, Cooroy Mountain Road, Suite 1, Level 2
Mt. Cooroy, Queensland Regatta Lake commercial
6 Innovation Parkway
Project Neil Collins Birtinya, Q4575
Manager: |
. Telephone 07 $493 9911
Author: Greg Holland & Dan Smith Facsimile 07 5493 9877
Client: Cooroy Mountain Spring Water Pty Ltd Also at Robina |
Client Contact: Greg Dinsey and Brisbane |
Client
Reference: |
Synopsis: This report describes the proposed wastewater loadings, treatment method and disposal | .
strategy for the redeveloped Cooroy Mountain Spring Water bottling facility, Lot 2
SP143409, 314 Cooroy Mountain Road, Mt Cooroy, Queensland. |
Revision History
Distribution |
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Cooroy Mountain Spring .
Water . |
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GILBERT+SUTHERLANG,
| Summary
This report describes the proposed wastewater loadings, treatment method and disposal
{ . strategy for the redeveloped Cooroy Mountain Spring Water bottling facility, Lot 2 $P143409,
314 Cooroy Mountain Road, Mt Cooroy, Queensland.
| An Effluent Disposal Report has been previously prepared for the site as part of the MCU
i - Development Application. This current conceptual assessment constitutes a revision of the site
effluent treatment and disposal strategy in accordance with AS/NZS 1547:2000 ‘On-site
domestic wastewater management’ and the experts agreement dated 2 September 2009, and
I. refers to the findings of the previous report where relevant.
{ In performing this assessment site physical characteristics and site soil suitability have been
. reviewed.
An approved secondary wastewater treatment system will be used to manage wastewater
, generated by the development. An irrigation area of 1,180m? will be required to assimilate the
i proposed volume of treated wastewater. We consider there is sufficient land area on the site to
accommodate the irrigation area and an increase in area if required.
This report concludes that sustainable irrigation of treated wastewater within the site, in
{ accordance with the advice contained herein and applicable guidelines, is achievable.
[ As this is a conceptual design, a further detailed effluent treatment and disposal! strategy
’ including MEOLI modelling will need to be prepared to support future operational works
[ applications for this site.
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| GILBERT+SUTHERLAND
1 ) Introd uction staffing and waste generation
; e taking account of current plant
: Cooroy Mountain Springwater Pty Ltd figures. A conceptual ET&DS
{ commissioned Gilbert & Sutherland Pty Ltd should be completed by G&S to
(G&S) to prepare a Conceptual Effluent support the current application, to
{ Treatment and Disposal Strategy for Lot 2 outline EP's to be treated,
$P143409, 314 Cooroy Mountain Road, treatment process, and disposal - ,
¢ Cooroy Queensland (‘the site’). The site areas and locations. This work
occupies a total area of 48.17 hectares and should include suitable sampling
is shown on Drawing HJ0085.1.1. ‘and testing of the current waste
{ stream discharge, appropriate to .
An Effluent Disposal Report was previously the relevant sources.
f prepared for the site by Global Testing Pty
Ltd in 2007'. ¢ A further investigation of actual
i ‘ . EP's being generated by the
. This current assessment constitutes a combination of plant, wash down
revision of the site effluent treatment and and staff wastewater is to be
{ . disposal strategy in accordance with AS/NZS carried out by G&S to support the
. 1547:2000 ‘On-site domestic wastewater current application, and to assess if
[. management’ and the experts agreement additional ERA licensing is required
dated 2 September 2009. for the site.
. The issues raised in the Report of Experts In performing this assessment site physical
[ Meeting September 2, 2009 relevant to this characteristics and soil suitability have been
: conceptual assessment are reproduced reviewed.
[ below.
e An updated effluent treatment and
f . disposal strategy (ET&DS) is
required for the project, to
i demonstrate that adequate
- treatment of wastewater from
t plant and wash down, and from
staff and suitable on site disposal,
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{ + ‘Pinkney, M.S., 2007, Effluent Disposal Report -
= ee Existing residence & proposed extensions to existing .
_ lass Wy 3 factory, 314 Cooroy Mountain Road, Cooroy, Global
| hae Zs Testing , Noosaville, Queensland,
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, ° GILBERT+SUTHERLAN COOROY MOUNTAIN SPRINGWATER « .
° a agriculture - water -environment\ | MT COOROY BOTTLING FACILITY *... , . . , :
| Cees ° a , | Suite 1, Level 2 Regatta Lake Commercial =” : COOROY MOUNTAIN ROAD .” =“ ™ a
OBEY ronesioasarracsasoer” | | SITELOCATION, Sf ic tf cs
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Pome ee
GILBERT+SUTHERLANG
{ 2) Proposed development by the redevelopment will be treated to a
It is proposed that wastewater generated
The proposed development the subject of secondary standard before being irrigated
| the MCU application consists of: onto an appropriate disposal area which
* asingle on-site residential dwelling, meets all planning requirements.
f e asteel framed shed complex containing O ;
bottle wash and filling areas, storage The calculation of the wastewater loadings
- area, holding tanks and loading areas, used in this assessment is detailed in Section
. * areas of hardstand surrounding the 5 of this report. The anticipated wastewater
. above shed for car parks, loading bays loadings from the development will be
[. and site access; and equivalent to a 17 EP sewage treatment
¢ office wing including reception, system. Therefore, this proposal will not
{ administration and staff amenities. require an ERA63 licence.
Drawing HJ0085.1.5 shows the proposed ;
redevelopment layout.
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i GILBERT+SUTHERLAN COOROY MOUNTAIN SPRINGWATER..::.. 3
ik agriculture - water -environment\ | MT COOROY BOTTLING FACILITY are ot
i Suite 1, Level 2 Regatta Lake Commercias COOROY MOUNTAIN ROAD. - a
———"S a 6 Innovation Parkway, Birtinya Qid. 4575 “oo |
a FiamsGieneitasienT ~ . PROPOSED REDEVELOPMENT PLAN: |
ieee Cas ramen ouoscaro [OD Td
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GE READ (i PREFERENCE . > . 4Section 24
| . ~ ce me = _ _ __. —. ot
GILBERT+SUTHERLAND,
| 3) Site characteristics ‘moderately inclined’ (>20%).*
: ieti typically ‘very gently inclined’ (<3%) to
{ 3.1 Site location Runoff from the site flows towards a small
The proposed development site is focated __un-named waterway flowing across the
| at 314 Cooroy Mountain Road, Mt. Cooroy, site. This waterway flows from the south-
Queensland. The site is properly described west corner of the site toward the north-
‘_ as Lot 2 on $P143409, Parish of Tewantin. east and eventually onto Lake McDonald.
3.2 Geolog A number of small dams are located on-site
| . y which serve to provide water for grazing
A review of the Queensland Department of stock and capture site run-off for irrigation
f Mines and Energy 1:100,000 Gympie Special of landscaped areas.
Sheet? geology map indicates that the
[ elevated sections of the site are underlain 3.5 Vegetation
by Tertiary Rhyolite formations while the . .
lower portions of the site surrounding With the exception of the relatively small
waterways are located over early to middle The majority of the site is cleared and
Triassic Arenite, Argillite and Phyllite of the covered by pasture grasses for cattle
i Kin Kin Beds formation. grazing purposes. The bottling facility site
was also previously cleared and planted to
[ 3.3 Soil classification pasture for this purpose. .
While no on-site soil studies have been A significant area of mature trees and other
[ . undertaken by Gilbert & Sutherland as part planted vegetation is located to the east of
of this assessment, the above geology is the bottling facility and incorporates the
f ; known to give rise to a number of soil eastern drainage line, with scattered
types’. riparian vegetation (both pre-existing and
j planted) occupying the banks of the main
Soils based ‘on Tertiary Rhyolite formations tributary to the west of the bottling facility
[ are generally acidic in nature and produce and towards the northern boundary. This
- Tenosols, Sodosols and Kurosols. vegetation is currently mapped as regrowth
area under the Queensland Regional
f Kin Kin bed derived soils tend not to be as Ecosystem (RE) classification.
acidic and have been found to produce red
f and yellow Chromosols and Tenosols. Further dense vegetation exists on the
eastern boundary which is mapped as
{ A detailed soil survey and permeability dominant “Of Concern” and remnant “Not
testing would be undertaken as part of the of Concern” under the Queensland
[ detailed assessment at Operational Works Regiona! Ecosystem (RE) classification.
. application stage.
L. 3.4 Topography and drainage
[ Elevation at the site ranges from
. - approximately RL105 metres along the .
central waterway to greater than RL140
. metres in the steeper south-eastern and
eastern portion of the site. The slopes are
, x .
S
| &
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u
{ . ©: 2 Queensland Department of Mines and Energy, 1999,
oO Gympie Special Sheet, 1:100,000 geology map, —_—_ ho
| # Queensland Government, Brisbane. “ McDonald, RC, Isbell, RF, Speight, JG, Walker, J and
oe 70 3 Shields, P., 1995, Geology and Soils of Noosa Shire, Hopkins, MS 1990, Australian Soil and Land Survey
eee Sane o Noosa Shire Planning Scheme Review, Noosa Shire Field Handbook, Australian Soil and Land Survey
| Min Qabedi ie Council, Tewantin, Queensland. Handbooks, 2nd edn, vol 1, Inkata Press, Melbourne.
hee Ness
S Sty se ys
‘| = Be..
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| aac 7 |Section 25
“s enti en | |
Cooroy Mountain Spring Water CEDA Cooroy Mountain Road, Mt. Cooroy QLD
|
4) Previous assessment 4.3 Permeability |
The outcomes of the previous assessment Three separate infiltration tests were used
Global Testing are as follows. to determine that the average permeability
by Global Testing are ws for the chosen disposal site was 0.22m/day
. and consequently a design irrigation rate , |
4.1 Wastewater loading (from AS1547) of 20mm/week was adopted.
At the time the report was prepared the |
predicted wastewater loading was a total 4.4 Irrigation area
f 1950) comprised of:
° Uday compri ° . Based on the above information Global |
* 900L/day from the existing 3 Testing recommended that a gypsum
bedroom household; and treated surface spray irrigated area of |
* 1050L/day from the extended 683m? would be sufficient to assimilate the
ernen sen act Persons @ 50L wastewater generated. |
per person per day).
. In accordance with the required Noosa
4.2 Soil types Shire setback distance for properties !
Soil encountered at the site of the located with the Lake MacDonald
proposed irrigation area was defined as a catchment the proposed area was to be |
moist brown silty, sandy clay overlying a focated near the western lot boundary to
moist red/brown silty, sandy clay. No the south of the access road. |
indication of soil structure was given.
|
|
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| GILBERT+SUTHERLANG,
{ 5S) Effluent treatment ASINGS 1247 2000
data obtained from Appendix 4.2D of
system and land
: . Table 5.1.1 lists the wastewater generating
application area activities at the redeveloped site during the
{ This Conceptual Effluent Treatment and peak summer period when the facility is -
Disposal Strategy was conducted using a fully staffed (48 persons).
f combination of new data and data taken
from the previous site investigation Table 5.1.1 Proposed wastewater volumes
undertaken by Global Testing in 2007. Volume | Number | Volume
[ a per of of waste-
The proposed treatment and application person | people water
j methods to be employed on-site are based on (L) (Uday)
the following guidelines and authorities: On-site
[ « the ‘Queensland Plumbing and residence
Wastewater Code, 2006' Dual flush 27.5
{ e AS/NZS 1547:2000 ‘On-site Domestic . toilet*
Wastewater Management’ * Hand
° panning Guidelines for Water Supply and re ee a
ewerage |Kitchen | ST a8 240
‘ ° Queensland Water Recycling Guidelines, | Misc. | 10 | 48 | 480 |
| 2005. Prorat 3.328
. . att *Assumes 11/5.5 dual flush cistern, with 1 full
site use, it is proposed that the most seimes OX ch washes per Cay.
. effecti d flexibl thod of irrigati . . es
treat od wart ewater f or th eite Moen ba For the on-site residence it is assumed that
[ via surface sprinkler it will be a permanent 5 person household
, connected to a bore water supply (i.e.
| In calculating a suitable disposal area for 180L/person/day).
the predicted wastewater loadings, the site . . . _, .
was assigned a conservative permeability of For the bottling facility and administration
f 0.22m/day in accordance with Category 5 block, the above loadings assume a total of
soils as detailed in Table 4.2A4 of AS/NZS 50.5L/person/day. This is in line with the
{ ; 1547:2000. A conservative proposed loadings for industrial use (SOL per person)
irrigation area for the expected effluent from AS1547:2000.
[ loadings was therefore calcujated . i
incorporating the recommended design 5.2 Bottling facility wash down
[ aTegetOn rate (DIR) of 20 mmiweek for a in addition to the above tabled wastewater
- category 5 soil from Table 4.2A4 of AS/NZS ti diections there i | ¢
1547 (2000). This is detailed in Section 5.4. generation projections there ts a volume o
{ . water used on a weekly basis to hose down
-- . the internal shed floors. This is performed ‘
. 5.1 Wastewater loadings once a week using a pressure cleaner to
: The following proposed wastewater conserve water and expedite the task.
loadings are based on interviews with . . .
I - Cooroy Mountain Spring Water staff and This water is currently collected in a
connected series of concrete drains
j embedded in the shed floor. It is proposed .
- BO that these will drain to a central
{ S —* Standards Australia/Standards New Zealand, 2000, underground sump equipped with a pump
Si ASINZS 1547:2000 On-site domestic wastewater and float switch to enable the contained
;" Management. waters to be pumped to the effluent
L c Department of Natural Resources & Mines, 2005, disposal system as the sump level requires.
c Planning Guidelines for Water Supply and Sewerage.
| 2 Chapter 5 - Demand/Flow and Projections - Table A. . As . h h i
. a 7 Queensland Government, Environmental Protection suming that the pressure cleaner uses
_. “Agency, 2005, WaterWise Queenstand. Queensland 600L per hour and the wash down takes
{ os 0,23 = Water Recycling Guidelines 2005. half an hour, it is estimated that the
oats vA, Ree .
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: ed . |
|
Cooroy Mountain Spring Water CEDA Cooroy Mountain Road, Mt. Cooroy QLD |
|
volume of water required undertaking this Queensland Water Recycling Guidelines and
task will be 300L per week or an average of AS/NZS 1547:2000, including the following: |
43L per day. Added to the total above the + The designated land application area must
total volume of wastewater to be treated comply with setback distance |
, will be 3,367U/day. requirements.
+ The presence of buried pipes shall be
Wastewater loadings from the bottling indicated by using underground marking
plant process are dealt with in the tape to AS/NZS 2648.1 or be indicated by
Conceptual Stormwater Assessment report warning signs at the boundaries of the .
by Gilbert & Sutherland (2009). designated area, clearly visible to property
users, which would read in English and |
5.3 Licensing requirement any other appropriate community
. . language: ‘Sewage effluent pipework i
Using the formulae presented in the installed below. DO NOT DIG’. |
Queensland Environmental Protection policy + Warning signs should be erected near the ,
(Water) 1994 - Environmental Pr otection wastewater treatment system, be clearly
- Regulation (2008) Section 63, one Equivalent visible and read in English and any other
Person (EP) generates 200L per day. Thus the appropriate community language: {
proposed development will require a-~17 EP "RECYCLED WATER BEING USED - DO NOT
wastewater treatment system. As this is less DRINK’.
than the 21 EP threshold the system does * All recycled water signs should comply ‘
not constitute an Environmentally Relevant with AS1319-1994 Safety Signs for the
Activity (ERA) 63 licence and does not Occupational Environment.
require Department of Environment and ¢ No run-off or seepage of effluent should ‘
Resource Management (DERM) approval. occur beyond the designated irrigation
area.
5.4 Proposed wastewater + Effluent must not come into contact with |
treatment system people, domestic or farm animals or any
It is proposed that wastewater generated . Thee intended a syatemn nut one ©
on-site will be treated to a secondary @ contract with an organization |
standard within a water treatment plant authorised by Councit and/or EPA for the ,
(WTP) utilising either of the following servicing of the unit on a regular basis.
treatment methods: * The land application area/s should be |
* activated sludge system maintained with purposely planted
* biological trickling filter system grass/turf or trees/shrubs to maximise the |
* extended aeration system nutrient uptake and minimise deep
* aerated/aerobic sand filter system percolation of nutrients through the soil |
profile.
5.5 Proposed method of disposal
It is proposed that the treated effluent 5.6 Proposed irrigation area
from the bottling facility redevelopment In order to estimate an appropriate land |
will be surface irrigated onto a designated application area for the expected loadings, -
irrigation area. the method of calculation for an irrigation |
oo area from AS1547—1994 was used.
The surface-spray irrigation system
proposed will allow regular small The equation for sizing a surface irrigation |
applications to be applied to the area from Section 3.6.2(¢) of AS1547—1994
nominated irrigation area to maintain is as follows: |
optimal soil moisture levels while
minimising deep percolation and surface Ai = qw/DIR
run-off. Additionally, surface spray
applications maximise evaporation further Where
assisting with wastewater disposal. . oo, .
. Ai = irrigation area required
All such irrigation would be undertaken in qw = total quantity of effluent |
accordance with the requirements of the generated in a week, in litres
Lo |
if /f . 5-2 .
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* |Section 28
{ - Te sn me -
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| Tee ee
GILBERT+SUTHERLAN, .
DIR = = design irrigation rate in mm/week ¢ 4m from property boundaries, pedestrian
| paths, footings of buildings, walkways,
Therefore: recreation areas or retaining wall
{ footings and the like when located
qw = 3,367L (from Table 5.1.1) x 7 days downslope from the disposal area, or 2m
f = 23,569L/week when upslope or level.
r- DIR = 20mm/week (adopted from Global For public health reasons the disposal areas
t Testing report in Section 3) must have signage in accordance with
[ Ai = 23,569/20 = 1,180m? AS/NZS 1547:2000.
5.8 Additional buffer requirement
| Assuming the conservative DIR of
20mm/week determined above, a minimum Further to the above recommended setback
| of 1,180m? is required for irrigation. distances the Noosa Shire Plan Planning
Scheme Policy 24 - Effluent Disposal
. Drawing number HJ0085.1.5 shows the (effective February 3, 2006) requires that all
[ proposed redevelopment layout and effluent disposal irrigation areas are to be
proposed irrigation area locations. located not less than 100m from any
j ; permanent or intermittent watercourse.
[ 5.7 Buffer distances To this end it is proposed that the irrigation
- To protect downstream environmental area for this site will be located near the
. values and prevent potential human health western lot boundary to the south of the
- impacts, the following setback distances access road, See Drawing No.HJ0085.1.6 (at
apply for effluent irrigation areas the end of this section).
f . (Queensland Plumbing and Wastewater .
Code (2007)):
. Secondary treated effluent
[ * 6m from an in-ground rainwater tank
. used as a potable water supply for
humans or animals.
IL : * 30m from a dam, bore, weil or
permanent watercourse (embankment).
{ . ¢ 30m from an intermittent watercourse
(embankment) or drainage channel
I provided that they are not
: directly/indirectly used as a potable water
i supply for humans or animals. : ,
. * 6m from the water's edge of swimming
[ pool when focated lower than the
3 disposal area or 3m when higher (must
also be outside of the pool enclosure).
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“y Planning, Sport and Recreation ‘Queensland Plumbing
| = and Wastewater Code’ (2007).
L. a 5-3
|Section 29
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en 2 Qi . agriculture - water -environment\ | MT COOROY BOTTLING FACILITY oe
| a te Suite 1, Level 2 Regatta Lake Commercial: COOROY MOUNTAIN ROAD |. . i. .
soeton Patey, Beye Ca 7 . od
{ | 8 Phone 5493 9911 Fax 5493 9877 -_ | 100m IRRIGATION AREA BUFFER EXTENT .. .
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| GILBERT+SUTHERLANG
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) Sy 6.3 Maintaining the land
6) System maintenance ae
a 6.1 Disinfection application area
Where effluent is irrigated across the we land owner or Pepunier 's responsible for .
{ ground surface, disinfection is considered e ey oh i 4 ons te 3 4 PP nd a ff
necessary and may include chlorine from: th ou d nsu + eee ing and runo
| addition or the use of UV, Ozone or rom tne area Goes not occur.
membrane technology. The irrigation area requires regular
} . . - harvesting (mowing/pruning) and removal
6.2 Unit maintenance of clippings to ensure that nutrients are
{ To reduce any risk associated with the removed from the system and to promote
operation of aerobic treatment plants, they continued growth, nutrient assimilation
t must be maintained regularly by a and water uptake. A high level of ground
‘ registered service agent so that the cover must be maintained at all times to
discharge criteria for the reclaimed effluent minimise potential erosion.
are satisfied at all times. This maintenance ae .
. . . The land application area must be inspected
{ must be carried out in accordance with the regularly to assess its physical condition. The
° the satisfaction of Council most obvious signs of system failure would
. be odour or surface ponding of water. Any
As part of the quarterly service, studge and irrigation area rectification work is to be
[ scum levels should be monitored. performed by a licensed drainer.
. Anaerobic chambers should be desludged
{ . by an approved contractor, as required.
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| .Section 31
GILBERT+SUTHERLAND j
7) Conclusions ; treated wastewater within the site, in |
. This report concludes that irrigation of
A conservative assessment of site accordance with the advice contained
conditions was undertaken to determine herein and applicable guidelines is
‘ its suitability to accept on-site disposal of achievable.
treated wastewater generated by the
proposed bottling facility development. As this is a conceptual design, a further |
detailed effluent treatment and disposal
An approved secondary wastewater strategy including MEDLI modelling will |
treatment system will be used to manage need to be prepared to support future .
wastewater generated by the development. operational works applications for this site, |
An irrigation area of 1,180m? will be
required to assimilate the proposed volume :
of treated wastewater based on the ,
conservative loadings of 3,367 L/week. i
The size of the site will ensure this area is {
available and that an increase in area is also
, possible if required, |
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GILBERT+SUTHERLAND
|
rrr ‘ ; Pty Ltd, their agents or employees are not
| 8) Limitations of reporting liable (whether by reason of lack of care or
Gilbert & Sutherland Pty Ltd has attempted otherwise) to any person for any damage or
| to be accurate providing this information. loss whatsoever which has occurred or may
The interpretation of scientific data, occur in relation to that person taking or
however, involves professional judgement. not taking (as the case may be) action in
As such, interpretation is open to error. respect of any representation, statement or
advice referred to above.
In recognising the potential for errors in
scientific interpretation, Gilbert & Furthermore, this information should not
| Sutherland Pty Ltd does not guarantee that be relied upon by any other persons than
the information is totally accurate or the client for whom this information was
{ complete and clients are advised not to rely compiled. This information reflects the
solely on this information when making specific brief and the budget of the client
. commercial decisions. Any representation, concerned, who enjoys an individual
[ statement, opinion or advice, expressed or tolerance of risk.
implied is made in good faith and on the
i basis that the authors, Gilbert & Sutherland
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