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2019-01-14 General Committee Agenda - Attachment 2 to Item 1 - Amended Court Approval
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Attachment 2
Attachment 2 to Item 1
General Committee Meeting Agenda
14 January 2019
Attachment 2
Attachment 2 to Item 1
General Committee Meeting Agenda q +7)
a a 14 January 2019 =
/ “Inthe Planning and Environment Court No. 4884 of 2014
Held at: Brisban
|____SRISBANE
Between: NOOSA BEVERAGES PTY LTD ACN 157 784 346 Applicant
And: NOOSA SHIRE COUNCIL Respondent
FINAL ORDER
Before: His Honour Judge Rackemann
Date of Hearing: 23 January 2015
Date of Order: 23 January 2015
This matter relates to a request to change a development permit for a Material Change of Use
(Resource-Based Spring Water Bottling Plant) in respect of land located at 314 Cooroy
Mountain Road, Cooroy in the State of Queensland, which has a real property description of
Lot 2 on SP143409, originally granted by this Court on 2 August 2010 by Judgment in Appeal
No. 318 of 2008 (Approval).
UPON THE COURT BEING SATISFIED THAT:
Ie There has been compliance with requirements of the Sustainable Planning Act 2009
(Qld) (SPA) relating to giving written notice of this proceeding.
Zz. The changes to the Approval, identified in the affidavit of Cameron Gregory Adams
sworn 20 January 2015, are a permissible change having regard to section 367 of the
SPA.
IT IS ORDERED THAT:
te The Approval be changed by omitting ‘Attachment A” of the Approval and substituting
‘Appendix A’, which is comprised of the Respondent's amended conditions together
with plans and reports, which appear at pages 1 to 44 inclusive of this Final Order.
2. Each party bears its own costs of and incidental to this proceeding.
Final Order McInnes Wilson Lawyers
Filed on behalf of the Appi AR. CORMIER 345 Gccen Shoct Brgsere QLD 4000
Form PEC-7 Phone: 07 3231 0410
Fax: 07 3221 2921
= Email: [email protected]
Ref: CIH:ALO:101570
101570:5451697_1 |See the original
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Full text of the other 45 sections
Section 2
2 ‘
Registrar ~ r
DRIEPEFEREGISTRAR
Filed on: January 2015
Filed by: McInnes Wilson Lawyers
Service address: 345 Queen Street Brisbane QLD 4000
Phone: 07 3231 0410:
Fax: 07 3221 2921
Email: [email protected]
101570:5451697_1Section 3
Appendix A
. ‘1. APPLICATION DETAILS
Application No: 132006.268.02 |
Street Address: | 314 Cooroy Mountain Road Cooroy Mountain Qid 4563 |
_ Real Property Description: | Lot 2 SP 143409 |
Planning Scheme: | The Noosa Plan (16 September 2013)
'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
Approved Plans
1. | Development undertaken in accordance with this approval must generally comply with
the approved plans of development. The approved plans are numbered SKO1 and
SK02 dated 2 August 2010 and 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, lighting 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 7.00am to
6.00pm Monday to Friday
5B. -
5C. Trucks attending the site must not exceed a total of 8 trucks per day and must not
include B-Doubles.
5D. Truck Driver 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:
(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
5E. The hours of operation for the use are limited to 6:00am to 6:00pm Monday to Friday.
Maximum Staff
5F. A maximum of 12 staff (including drivers) are permitted on the premises during the
hours of operation and are not permitted prior to 6:00am.Section 4
5G. -
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 existing site access shall be upgraded. The works must be undertaken as part of
an Operational Works application and include the following:
(a) Design and construction generally in accordance with Council's Standard
Drawing No SEQ R-056.
(b) The clearing of vegetation in the road reserve as described in the submitted
Traffic Impact Assessment prepared by RoadPro Development dated 11
December 2013.
(c) Any other clearing necessary to provide the “Safe Sight Distance” as indicated
on Council’s Standard Drawing No SEQ R-056.
(d) Additional signage in Cooroy Mountain Road warning of “Trucks Turning”. The
signage must be in accordance with the current edition of the Manual of Uniform
Traffic Control Devices Queensland.
The ongoing maintenance of the site access, associated clearing and signage is the
property owner's responsibility.
9. The access driveway extending from the Cooroy Mountain Road frontage to the
buildings must have a sealed surface and be maintained in good order.
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 2010 and shall 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 13 uncovered carpark spaces shall be provided on site, including 1
clearly defined disabled carpark space.
14. All carparking shall be kept, maintained and line-marked in a condition fit for use.Section 5
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. A contribution 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 Quality Management Plan for approval prior to the
issue of any Operational Works Permit. The water quality management plan shall
address treatment of runoff from the proposed use including effluent, car park runoff
and by product of the industrial use occurring on site. It shall demonstrate that the
treatment system proposed results in a no worsening of the water quality of runoff from
the site as a result of the business operations. It will include the requirement for water
quality to be monitored for a period of three years from the construction of the car
parking and effluent disposal systems.
Effluent Disposal
18. -
18A. The design and construction of the on-site effluent disposal system and disposal area
shall be in accordance with the Site and Soil Investigation for On-site Wastewater
Treatment and Effluent Disposal prepared by Future-plus Environmental, dated
February 2014, subject to the following requirements:
(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:
° 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) =
(iii) -Section 6
(iv) -
(vy) -
(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) -
(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 HJ0085.1.2 of the Conceptual Site-
Based Stormwater Management Plan.
18B. -
Erosion & Sediment Control
19. Any person acting on this permit shall prevent erosion and sediment export from
leaving the site. Site control 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 shall 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 including 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 PSPO5 —
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).Section 7
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 shall not be granted until all As Constructed information has been
supplied and accepted by Council.
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 manoeuvring.
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 dealing 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 recycling 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 vehicles to enter and leave the site in a forward
direction.Section 8
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.
Additional Conditions
A1. The effluent holding tank and STP shall have visual and audible high level alarms
systems installed with secondary power backup (eg: battery power).
A2. The effluent facilities and grease trap facility shall be serviced and maintained on a
three monthly service regime with all documentation for maintenance and servicing
forwarded to Noosa Council.
| 4 APPROVED PLANS/DOCUMENTS
The approved plans and / or documents for this development approval are listed in the
Assessment Manager conditions.
5 ADVISORY NOTES
The following Advisory Notes are for information purposes only and do not form
conditions of approval:
1. 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.
e All reasonable measures are taken to minimise noise emissions.
e Not permitted on Sunday or public holidays.
3. In accordance with the Environmental Protection (Water) Policy 1997, all 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 cultural heritage duty of care which provides that: “A person
who carries 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.Section 9
'6 PROPERTY NOTES Not applicable ‘7 PRELIMINARY APPROVAL OVERRIDING SCHEME Not applicable 8 FURTHER DEVELOPMENT PERMITS REQUIRED ee of Development Permit required Subject of the required Development Permit | . . . . . | Development Permit for Building Works All Building Works Bevelupmerit Permit for Operational _Access, Carparking, Roadworks, Stormwater | Works Drainage, Frontage Works and Erosion and | | Sediment Control. | 9 SELF ASSESSABLE CODES The developer must comply with the following codes for self-assessable development related to the development approved under this Decision Notice: ° Advertising Devices Code
Section 10
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Cooroy Mountain Spring water operate a water bottling’facility-at'314 Cooroy Mountain Road, Cooroy.
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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 toWhship of Cooory using streets including
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¢ The use of engine brakés’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. CIMSW reserves ail 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 fitter is to be placed in the litter bins provided on site.
¢ No trucks 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 69m 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. ‘
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subsequent infringements may result in disciplinary actioniibéihg taken.
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www.roadpro.net.au
ABN 98 615 073 565 | ACN 165 601 687
P. 0403 889 039
E. [email protected]
15/76 Wises Rd Maroochydore Q 4558
PO Box 303 Coolum Beach Q 4573
11'" December 2013
Cooroy Property Trust
C/- Adams Sparkes Town Planning + Development
PO Box 1000
Buddina Qld 4575
Dear Cameron,
; RE: Cooroy Mountain Spring Water
Access Arrangements and Trip Generation
Lot 2 SP 143409 at 314 Cooroy Mountain Road, Cooroy
| refer to our meeting with Council offices held on Monday 18'" November 2013 and
further traffic engineering advice regarding the number of trucks generated from the
site and the access arrangements into the site.
The conditions of approval require a change due to ownership changes and changes
to the operational management of the business. The proposed bottling plant will be
scaled back and therefore changes to conditions, 5B, 5C, 5F, 5G, 8, 12 and 13 are
required as the specific numbers of staff and trucks has been reduced. From a traffic
engineering perspective a review of the existing access has been undertaken in order
to recommend an amendment to Condition 8 of the approval.
Condition 8
The applicant shall relocate the existing site to a location between 80 and 110
metres east of the existing access on Cooroy Mountain Road, to the
reasonable satisfaction of Council.
Proposed Development
The proposed development includes a bottling plant with between 3 to 5 staff
permanently on site.
RoadPro Development ABN 98 615 073 565
13492 Cooroy Mtn Spring Water Access Page | of 4Section 15
The estimated trip generation from the site is expected to generate up to 40 truck
movements per week, including refuse collection, deliveries and water carrying
vehicles. This equates to 8 trucks per day or 16 trips (8 arrivals and 8 departures)
spread throughout the daily hours of operations 7:00am until 6:00pm, Monday to
Friday. It is also estimated the site will generate 10 to 15 light vehicle movements
per day including staff and ancillary business uses.
Assessment of Existing Access :
The sight visibility has been reviewed in accordance with Clause 3.4 of Austroads
2009 Guide to Road Design — Part 4A: Intersections. Sight distance is measured along
the carriageway from the approaching vehicle to the conflict point.
The posted speed limit on this section of road is 60km/h. The safe intersection
sight distance (SISD) for an observation time of 3 seconds and reaction time of 2.0
seconds (Refer to Table 3.2 of Part 4) for 60km/h is 123m. The access intersection
meets this requirement to the west and achieves a sight distance of 130m. The site
distance to the east was measured to be 113m; however the additional 10m can be
achieved through the removal of vegetation within the road reserve as shown in red
in the photographs below. The vegetation is overgrown saplings only ranging in
trunk diameter of 50 to 150mm.
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Photograph 1 — View looking east toward Access
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13492 Cooroy Mtn Spring Water Access Page 2 of 4Section 16
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Photograph 2 — View looking west from Access
The access driveway location has been reviewed with consideration to the number
of vehicles accessing the site. The existing driveway has been operating adequately
for many years. The proposal meets the requirement for access driveway location in
accordance with Clause 3.2.3 and Figure 3.1 of AS2890.1:2004. Given the good sight
visibility, low traffic volumes and the existing local driver awareness of this access, it
is considered appropriate to retain the driveway in its current location.
The driveway has been assessed in regard to operational performance. According to
Austroads Guide to Traffic Management Part 3 — Traffic Studies and Analysis, Table
6.1, “At unsignalised intersections with minor roads where there are relatively low
volumes of cross and turning traffic, capacity considerations are usually not
significant and capacity analysis is unnecessary”. Table 2 below shows the volumes
where intersections operate adequately and capacity analysis is not required.
Roadway Capacity
Type of Road Light cross & turning volumes
Maximum design hour volumes
Vehicles per hour (two way)
|Twolanemajorroad| 400 | 500 | 650 |
The traffic volumes for Cooroy Mountain Road are 500 vehicles per day with less
than 100 vehicles in the peak hour past the subject site.
RoadProDevelopment ——s—“is—SSSSOS.L CS ABN 98 615 073 565
13492 Cooroy Mtn Spring Water Access Page 3 of 4
14Section 17
The peak hour generation from the site is less than 20 trips per hour. Traffic volumes are low and below the volumes stated in the table therefore, it is considered unnecessary to undertake intersection analysis as the intersection operates with uninterrupted flow conditions. Therefore given the above assessment it is recommended that Condition 8 be amended to allow the applicant to use the existing driveway to access the site. If you require any further information, please don’t hesitate to contact me. Yours faithfully Dianne Hayes B. Eng (Civil) RPEQ 7086 RoadPro Development ABN 98 615 073 565 13492 Cooroy Mtn Spring Water Access Page 4 of 4
Section 18
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ENVIRONMENTAL
18" February 2014
Site & Soil Investigation for
On-site Wastewater
f: Treatment and Effluent
Our Re ° Disposal
4377/7 Cooroy Mountain Spring
Water
314 Cooroy Mountain Road,
Cooroy Mountain
Client: Cooroy Mountain Spring Water
Future-Plus Environmental Sunshine Coast (SQ)
PO Box 1250, Buddina QLD
Future-Plus Environmental Gladstone (CQ)
PO Box 1290, Gladstone QLD
p: 07 5450 2688 | e: [email protected] | PO Box 1250, Buddina Q 4575
f: 07 5450 2686 www.future-plus.com.au ABN 23 658 506 336
16Section 19
> future-plus
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DOCUMENT CONTROL INFORMATION
File Number: 4377-131119-1.0
Project Manager: Paul Wood
Client: Cooroy Mountain Spring Water
Project Title: Site and Soil Evaluation Report (Cooroy Mountain Spring Water)
Project Authors: Michael Baynes, Anila Cletus, Paul Wood
Project Summary: Site & Soil assessment for on-site sewerage treatment facility and effluent disposal
system for Cooroy Mountain Spring Water.
Document Review
; D t 4
4377-131119-0.1 Michael Baynes | AnilaCletus | Paul Wood
4377-131119-0.2 Michael Baynes Anila Cletus Paul Wood
4377-131119-1.0 Michael Baynes | AnilaCletus | Paul Wood
Issue Approval
Client Copy - digital 4377-131119-0.1 29" November 2013
Client Copy - digital 4377-131119-0.2 20" December 2013
Client Copy - digital 4377-131119-1.0 18" February 2014
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NOTICE TO USERS OF THIS REPORT
Apart from fair dealing for the purposes of private study, research, criticism, or review as permitted
under the Copyright Act, no part of this report, its attachments or appendices may be reproduced by
any process without the written consent of Future-Plus Environmental ("FPE”). All enquiries should be
directed to FPE.
We have prepared this report for the sole purposes of Cooroy Mountain Spring Water (“Client”) for the
specific purpose only for which it is supplied. This report is strictly limited to the Purpose and the facts
and matters stated in it and do not apply directly or indirectly and will not be used for any other
application, purpose, use or matter.
In preparing this report we have made certain assumptions. We have assumed that all information and
documents provided to us by the Client or as a result of a specific request or enquiry were complete,
accurate and up-to-date. Where we have obtained information from a government register or
database, we have assumed that the information is accurate. Where an assumption has been made,
we have not made any independent investigations with respect to the matters the subject of that
assumption. We are not aware of any reason why any of the assumptions are incorrect.
This report is presented without the assumption of a duty of care to any other person (other than the
Client) (“Third Party”). The report may not contain sufficient information for the purposes of a Third
Party or for other uses. Without the prior written consent of FPE:
(a) This report may not be relied on by a Third Party; and
(b) FPE will not be liable to a Third Party for any loss, damage, liability or claim arising out of
or incidental to a Third Party publishing, using or relying on the facts, content, opinions or
subject matter contained in this report.
If a Third Party uses or relies on the facts, content, opinions or subject matter contained in this report
with or without the consent of FPE, FPE disclaims all risk and the Third Party assumes all risk and
releases and indemnifies and agrees to keep indemnified FPE from any loss, damage, claim or liability
arising directly or indirectly from the use of or reliance on this report.
In this note, a reference to loss and damage includes past and prospective economic loss, loss of
profits, damage to property, injury to any person (including death) costs and expenses incurred in
taking measures to prevent, mitigate or rectify any harm, loss of opportunity, legal costs,
compensation, interest and any other direct, indirect, consequential or financial or other loss.
Signed on behalf of Date: 18"° February 2014
Future-Plus Environmental
/| fy!
Ay f }
fis
Paul Wood
Director
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RONMENTAL
TABLE OF CONTENTS
FIGURE 1:-SITE LOCATION PLAN (SOURCE — GOOGLE EARTH) ...ssssssssssssssssssssssessesssssveesssssessssssusessssssensssscesssnsceeanscsssunssnsessssneees 2
1.3 OBJECTIVES OF THIS ASSESSMENT ...sccsssesssessseesssessssesssvecossccssscsssnecssneccssuesssuessuessusessecsueeaneesuesssesssessseessssesssseessesnee
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2.8.1 Groundwater & Water BOreS .......ccsscccesssesesesssesesesesesesrsesesencussesenesesnssesensnansesueseseacsessasatscseuaracsesseneneaeseserars D
3:0 EFFLUENT QUALITY AND QUANTIT ¥ ssssieisstscssscseissvsccrmenssassinsiienimavesnnsananncnacennnnennenD
3.1 ASSESSMENT OF SOIL AND GROUNDWATER CONDITIONS ........ccccsssssessseesssesssessssessseesssssssssseessesssessssesssvesseeassens O
3:5 ADDITIONAL DESIGN CONSIDERATIONS. ..n.sssissssusisissesnecssvssssvscssasscoastuscaisssessasasdoassnsavsnuoivevenbedsnasedasoskenwenovuuiansaseadenssO
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LIST OF TABLES
TABLE 1: QUALITY CRITERIA FOR SECONDARY AND ADVANCED SECONDARY TREATED
EFFLUENT
TABLE 2: PROPOSED POPULATION INTENSITIES
TABLE 3: CALCULATED HYDRAULIC WASTEWATER FLOWS
TABLE 4: MINIMUM REQUIRED IRRIGATION AREA
TABLE 5: RECOMMENDED SETBACK DISTANCES FOR SECONDARY AND ADVANCED SECONDARY
EFFLUENT
LIST OF FIGURES
FIGURE 1: SITE LOCALITY PLAN
FIGURE 2: BOREHOLE LOCATION PLAN
FIGURE 3: IRRIGATION AREA LOCATION PLAN
FIGURE 4: IRRIGATION SYSTEM TYPICAL DESIGN
LIST OF APPENDICES
APPENDIX A: SOIL BOREHOLE LoGs
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1.0 INTRODUCTION
1.1 GENERAL
Future-Plus Environmental (FPE) have been engaged by Cooroy Mountain Spring Water to
carry out a Site & Soil Investigation for on-site sewage treatment/disposal. The report has
been completed in response to the conditions stated in the Maroochydore Planning and
Environment Court Order dated 2"? August 2010 REF. The investigation was undertaken to
establish the design of an appropriate on-site sewage treatment facility and land application
area to service the existing developments on land described as Lot 2 on SP143409 and located
at 314 Cooroy Mountain Road, Cooroy Mountain. A site locality plan is as shown in Figure 1
below.
Specifically this Report addresses the items detailed in Attachment A, Conditions 18A-B of
the Maroochydore Planning and Environment Court Order dated 2™? August 2010 and
Concept Effluent Treatment & Disposal Strategy Report Completed by Gilbert & Sutherland
dated November 2009.
The Site and Soil Investigation Report and the system design have been carried out in
accordance with the following:
« Plumbing & Drainage Act 2002;
» Plumbing & Drainage Regulation 2003;
« AS/NZS 1547:2000 ‘On-site Domestic-Wastewater Management’,
« Department of Local Government and Planning ‘Queensland Plumbing and
Wastewater Code’ 2011; and
« Relevant local Council guidelines.
1.2 SITE BACKGROUND
The subject site is contained within one registered allotment described as Lot 2 SP143409 and
has an area of approximately 481,700m?. The site is currently serviced by a septic tank and
associated disposal trench.
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It is understood that the owner proposes to upgrade the existing septic tank and trench system
to an aerated sewerage treatment plant (STP) and effluent disposal area, to service the existing
dwelling and daytime factory staff facilities as shown in the attached Site Layout Plan (refer
Figure 2). As part of the upgrade of the on-site sewerage facilities, FPE was engaged to carry
out an assessment of the on-site sewage treatment and potential disposal areas. This site and
soil evaluation report presents the on-site sewage treatment and effluent disposal area
required to cater for the existing development. The assessments and recommendations
contained within this report are based on our site assessment, information provided by the
Client and the recent geotechnical investigation carried out by Australian Soils Investigation
(ASD).
Figure 1: -Site Location Plan (Source —- Google Earth)
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1.3 OBJECTIVES OF THIS ASSESSMENT
« Assess the suitability of the subject site for on-site wastewater disposal to be
undertaken in a sustainable manner, taking into account the climatic, topographical,
edaphic, and geo-hydrological characteristics prevalent on the sites;
= Identify any environmentally sensitive areas likely to be affected by wastewater
treatment and disposal activities;
" Identify the level of treatment necessary and method of disposal considered most
suitable for the site; and
" Identify and assess any potentially significant impacts on human health and the
natural environment that may occur as a result of wastewater treatment and disposal
options having regard to relevant legislative requirements.
1.4 REGULATORY REQUIREMENTS
A number of legislative requirements relate to on-site wastewater treatment and disposal
systems under Queensland legislation, along with various other standards and guidelines that
may place constraints on the suitability of the site for on-site wastewater disposal. Those
relevant to the proposed development include:
" Sustainable Planning Act 2009;
= Environmental Protection Act 1994;
= Environmental Protection (Water) Policy 1997;
= Plumbing and Drainage Act 2002;
" Standard Plumbing and Drainage Regulation 2003;
=» AS/NZS 1547:2000 ‘On-site Domestic Wastewater Management’;
= Department of Infrastructure and Planning ‘Queensland Plumbing and Wastewater
Code’ 2011; and
= Relevant local Council guidelines.
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2.0 SITE ASSESSMENT
2.1 GENERAL
The assessment and recommendations contained in this report have been based on the recent
geotechnical investigations carried out and our recent site assessment of the existing sewage
infrastructure on-site.
2.2 PROPERTY DETAILS
The subject site is contained within registered allotment described as Lots 2 SP143409 and is
located at 314 Cooroy Mountain Road, Cooroy Mountain within the Sunshine Coast Regional
Council local government area. The area of the allotment is approximately 481 ,700m?.
2.3 EXISTING DEVELOPMENT
The site consists of an existing five (5) bedroom dwelling and the Cooroy Mountain Spring
Water bottling factory, which is utilised by five (5) daytime staff only. The site also contains
a series of free standing sheds.
2.4 PROPOSED DEVELOPMENT
The owner proposes to direct all wastewater generated by the existing dwelling and factory
office facilities to a centralised STP and effluent disposal area.
2.5 TOPOGRAPHY
The subject allotment is situated over a varying topography with a slope of 5-20% from east
to west, towards the existing creek located in the western portion of the property. The
Sunshine Coast Regional Council online mapping facilities illustrate a site elevation between
110 to 280m AHD.
2.6 SITE HYDROLOGY
It is likely that the majority of rainfall on the site will be absorbed into the soil. However,
during extended periods of heavy rainfall, excess rainfall not adsorbed into the soil profile is
likely to flow towards the watercourse located in the western portion of the property, running
parallel with Cooroy Mountain Road.
2.7 SUB-SURFACE CONDITIONS
A preliminary geotechnical investigation for effluent disposal assessment including
percolation testing was recently carried out within the locations indicated on the Borehole
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Location Plan (Figure 2). A total of two (2) boreholes were advanced across the site to a
depth of 2.0metres below the existing ground level (refer Appendix A).
Based on the geotechnical investigation, it is noted that the soil profile encountered within the
site generally consisted of 700mm of moderately structured Silty Clay (Category 4-5)
overlying strongly structured Silty Clay (Category 6) to termination depth at 2.0m.
2.8 SOIL PERMEABILITY
In addition to the soil borehole logs, one (1) permeability test was undertaken within one of
the two boreholes and in accordance with the AS/NZS 1547:2000 to determine the actual
permeability of the site soils. The recorded KSAT value was 0.0213m/day which indicates
that the site soils are subject to very low permeability.
2.8.1 Groundwater & Water Bores
During the site investigations, no permanent water table or seepage was encountered within
the boreholes. However, groundwater table represents local groundwater accumulations that
typically fluctuate between seasons. Therefore groundwater separation distances based on the
local water table depths needs to be considered during the design of on-site sewage systems.
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3.0 EFFLUENT QUALITY AND QUANTITY
3.1 ASSESSMENT OF SOIL AND GROUNDWATER CONDITIONS
The soil and percolation test results indicate that the soils at the site are relatively
impermeable but is however still suitable for on-site sewage treatment and effluent disposal.
Groundwater or seepage was not observed within the boreholes carried out during the recent
site investigation.
Given the relatively poor permeability of the site soils and the presence of medium to heavy
clay soils which are more representative of Category 6 soils, the on-site wastewater
assessment for this site is based on Category 6 soils although the Borehole logs indicate the
presence of Category 5 top soils.
3.2 SYSTEM SELECTION
In order to minimise potential impacts on local water quality and to maximise the potential
reuse of treated effluent, it is recommended that all wastewater generated from the
development be treated to a minimum secondary standard. It is understood that all wastewater
generated from the dwelling and factory office facilities will be diverted to the existing septic
tank located geographically downslope of the waste generating facilities. It is proposed that
the existing septic tank will be converted to a pump station, with all collected wastewater to
be pumped to a STP capable of treating the wastewater to a minimum secondary standard.
Typical quality criteria for secondary and advanced secondary treated effluent nominated in
the Department of Infrastructure and Planning, Queensland Plumbing and Wastewater Code
are summarised in the following table:
Table 1: Quality Criteria for Secondary and Advanced Secondary Treated Effluent
SO a Acceptable Tin Wa 5
Acceptable Limit
| Suspended Solids | mgt | 8
P BONS, mgt CT
| Faecal Coliforms | _—cfu/t00mL_— [200 |
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3.3 HYDRAULIC LOADING
The hydraulic loading for this site was calculated based on the anticipated population
intensities within the factory office facilities and the five (5) bedrooms contained with the
existing dwelling, as provided by the Client (refer Table 2 below).
Table 2: Proposed Population Intensities for the subject site
Source Proposed Population
The hydraulic loading associated with the proposed development intensity mentioned above
can be calculated using Appendix 4.2D of AS/NZS 1547:2000 based on a typical wastewater
flow allowances generated from rural factories and domestic dwelling. For rural factories this
typically ranges from 30L/P/day for on-site roof tank water supply to SOL/P/day for
reticulated community water or bore water supply as per AS/NZS 1547:2000. The typical
wastewater flow allowances for a domestic dwelling with bore water supply and standard
water reduction fixtures is typically 145L/P/day as per AS/NZS 1547:2000. The estimated
hydraulic loading associated with the development intensity has been calculated in the table
below:
Table 3: Calculated Hydraulic Wastewater Flows From Appendix 4.2D AS/NZS1547:2000
To) cere Estimated Populations tee eh Bote Flows (L/day)
TT
Five) Bedroom Dweling [6 +i S| SCO
Based on the above, a total maximum hydraulic loading of 1,410 litres (8 Equivalent Persons
- EP) per day may be generated from the combined use of the facilities on-site.
Based on the estimated daily flow of 1,410 litres (8 EP) per day, the site does not trigger an
application for an Environmental Relevant Activity 63(1)(a)(i) identified as;
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Operating sewage treatment works, other than no-release works, with
a total daily peak design capacity of 21 to 100 EP if treated effluent is
discharged to an infiltration trench or irrigation scheme.
If additional people are using the site and/or water conservation is not being practiced within
the building and additional flow is being generated, enlargement of the STP and irrigation
area may be required. This will be additional cost to the owner.
3.4 TREATMENT SYSTEM
Treatment of wastewater must achieve a minimum of secondary or advanced secondary
effluent quality in accordance with the Queensland Plumbing and Wastewater Code 2011.
Treated Wastewater shall comply with the following quality criteria specified in Table 1.1 of
the Queensland Plumbing and Wastewater Code, which are as follows:
« BODs <20mg/L
» §S<30mg/L
» Thermotolerant Coliform (org/100mL) < 200
3.5 ADDITIONAL DESIGN CONSIDERATIONS
A number of other design considerations should be made in relation to the following key
elements associated with this project.
Peak Flows and Low Flows
The wastewater treatment plant must be able to cope with periods of sustained high or peak
loads and also periods of very low influent. During these times, appropriate flow balancing
may be necessary in order to buffer against such extreme variable conditions.
Effluent Quality & Concentration
Developments with mixed uses produce (Factory Office Facility) a different type of
wastewater when compared to traditional domestic effluent. Typically, this effluent can be
more concentrated and require specific design considerations.
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Alarms and Early Warning Systems
It is recommended that a high level and failure alarms with battery backup be considered as
part of the overall design for the pump station and STP.
Service and Maintenance
The service and maintenance provide must attend and complete the required service,
maintenance and monitoring of the STP on a minimum 3 monthly basis.
Grease Trap
The existing grease trap is to be inspected by a suitable qualified person to ensure the
integrity of the unit, as it is recommended that pre-treatment of the effluent be undertaken,
given the nature of the wastewater likely to be generated by the development. The grease trap
should then be adopted as part of the operation and maintenance of the facility and require
regular inspection, service and maintenance.
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4.0 RECOMMENDATIONS
4.1 EFFLUENT DISPOSAL
It is recommended that the application of effluent on-site via surface irrigation be adopted.
Contained in Figure 3 of this report is the proposed location of the effluent application areas
and the irrigation system design detail.
Assuming a hydraulic loading of 1,410 litres per day and a DIR of 15mm/week based on
Table 4.2 A4 of AS1547:2000 (Category 6 soils), a minimum application area of 658m? is
required.
Table 4: Minimum Required Irrigation Area
Teeter Lee eer:)
, F AS1547:2000 Soil EAB OTs Chel ilele|
Subject Site eer Ene Slope
[issn | sucmye [ em [en
4.2A4 of AS 1547
Based on the Table above and presence of Category 4-5 soils to 700mm, an effluent irrigation
area of 625m’ is required for the site. A typical design detail of the irrigation system is shown
in Figure 4.
It is noted that the site has sufficient space available for a 100% reserve area and is shown in
Figure 4.
The application area shall be installed in accordance with the following:
1) All plumbing and drainage work is to be carried out by licensed persons and strictly in
accordance with the AS/NZ 3500:2003, AS/NZS 1547:2000 and Plumbing and Drainage
Act 2002;
2) Lilac stripe poly pipe is to be buried a minimum of 150mm below ground level from the
treatment plant to the irrigation area;
3) Sprinklers are to be used to irrigate the treated effluent within the designated area after
150mm of mulch or turf has been applied;
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4) Any depressions within the surface application area are to be filled with soils of same
category at horizon A.
5) Effluent warning signs must be clearly displayed in at least two places beside all
application areas.
The required setback distances as nominated in the Queensland Plumbing and Wastewater
Code 2011 have been summarised in Table 5 of this report.
4.2 MEDLI ASSESSMENT
Based on the resent investigation under by Future-Plus Environmental, in accordance with the
relevant legislation and guidelines, it was deemed unnecessary to undertake a MEDLI
assessment for the site. Rather the detailed site assessment has been undertaken in
accordance with the QLD Plumbing and Wastewater Code and AS:NZS1547:2000.
4.3 SETBACK DISTANCES
The setback distances from the effluent disposal area shall comply with the Queensland
Plumbing and Wastewater Code which is summarised below:
Table 5: Recommended Setback Distances for Secondary and Advanced Secondary Effluent
acre L Tg) Recommended Separation Distance
Footings or Buildings Boundaries of land application areas should be positioned at least
2.0m down slope or 4.0m up slope from the footing or where the site
is flat, 2.0m from any point of the building footing
Property boundaries, pedestrian paths and Boundaries of land application areas should be positioned at least
walkways, recreation areas 2.0m down slope, or 4.0m up slope or where the site is flat, 2.0m from
any point
Retaining wall footing Boundaries of land application areas should be positioned at least
2.0m down slope, or 4.0m up slope from the retaining wall footing or
where the site is flat, 2.0m from any point of the building footing
In ground swimming pool Boundaries of land application areas should be positioned at least
6.0m down slope, or 6.0m up slope from the pool or where the site is
flat, 6.0m from any point
In ground potable water tank 6m from the boundary of the land application area
Top bank of a permanent watercourse; Top 30m for secondary, 10m for advanced secondary
bank of intermittent watercourse; Top bank of a
lake; Top water level of a surface water source
used for agriculture, aquaculture or stock
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acy} tLe) Recommended Separation Distance
stormwater drainage channel or drain
Bore or a dam used or likely to be used for 30m for secondary, 10m for advanced secondary
human and or domestic consumption
Unsaturated soil depth to a permanent water 0.6m (vertical) for secondary, 0.3m (vertical) for advanced secondary
table
Note: Surface spray irrigation system must be located at least 10m from any habitable area
4.4 STORMWATER DRAINAGE
Issues relating to surface flows may become prevalent within the disposal areas during
extended periods of rainfall. Accordingly, it is recommended that a cut-off drain or diversion
drain/mound is constructed upslope of the disposal areas to collect and divert any
surface/subsurface waters away from the disposal area. A retention mound is to be
constructed downslope of the land application area to prevent any surface water from exiting
the designated disposal area.
All stormwater runoff from the roof of buildings and pavement areas associated with the
development on the site should not be discharged in a concentrated form onto the effluent
disposal areas.
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5.0 CONCLUSION
This report presents recommendations on the sizing of an effluent disposal system (surface
irrigation) to cater for the combined use of the existing development and the population
intensities associated with this.
The assessments and recommendations are based on our site assessment and the geotechnical
investigation carried out.
On the basis of the geotechnical investigations and assessment of the flow rates, the subject
allotment is considered suitable for on-site sewage operations within the site. An effluent
irrigation area of approximately 500m? will be required to adequately dispose the treated
wastewater generated from the development intensity.
Provided the on-site sewerage facility is installed in accordance with the recommendations
provided and relevant codes and standards aforementioned in this report, there will be
minimal risk of environmental impact to the site and surrounding areas. The on-site STP and
effluent disposal area will need to be managed intensively to minimise potential human health
risks and thereby protect and enhance the quality of human health and the environment in the
long term. The system must be operated and maintained in compliance with the
manufacturer’s guidelines (information should be sought from the treatment system
manufacturer), to ensure this risk is appropriately managed.
All wastewater should be treated to a minimum secondary or advanced secondary level to
reduce any potential environmental impacts.
Details of the wastewater treatment plant and land application system are summarised below;
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NeETE ENVIRONMENTAL
All wastewater generated from the dwelling and factory office
facilities are to be diverted to the existing septic tank located
. geographically downslope of the waste generating facilities. The
Treatment Standard: existing septic tank is to be converted to a pump station, with all
collected wastewater pump to an STP capable of treating the
wastewater to a Secondary or Advanced Secondary standard.
Land Application System: Surface (heavy droplet) Irrigation System
Land Application Area: 500m irrigation area
, . In accordance with those contained within the Queensland Plumbing
Satbak distancen: and Wastewater Code
A diversion drain/bund and/or cut-off drain is to be constructed up
slope of the land application area in order to intercept both surface
and sub-surface water prior to entering the land application area.
A retention mound is to be constructed downslope of the land
application area to prevent any surface water from exiting the
System Recommendations: Gesignatad Gsposal aren.
Grease trap to be installed.
Existing Septic System to be converted to a pump station. Effluent to
be pumped to the new STP. Locate sanitary drainage line from office
facilities / toilets and plumb to pump station.
February 2014 Site & Soil Evaluation Report 14
Wastewater Treatment and Effluent Disposal
314 Cooroy Mountain Road, Cooroy MountainSection 37
>» future-plus
ENVIRONMENTAL
4377-131119-1.0
FIGURE 1
SITE LOCATION PLAN
(Refer to page 2)
February 2014 Site & Soil Evaluation Report 15
Wastewater Treatment and Effluent Disposal
314 Cooroy Mountain Road, Cooroy MountainSection 38
> future-plus_
4377-131119-1.0 EON eN EI
NMENTAL
FIGURE 2
BOREHOLE LOCATION PLAN
February 2014 Site & Soil Evaluation Report 16
Wastewater Treatment and Effluent Disposal
314 Cooroy Mountain Road, Cooroy MountainSection 39
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=e
Cooroy Mountain Spring Water—Borehole Location Plan
futureplus
ENVIRONMENTAL Location: | 314 Cooroy Mountain Road, Scale: Not to Scale
Cooroy Mountain
Figure Measurements to Take
FPE Reference Number: 4377-131119-1.0 Client: Cooroy Mountain Spring Water Hiinonhince Cicer Biks SbiesiiibiiclsSection 40
wy future-plus
ENVIRONMENTAL
4377-131119-1.0
FIGURE 3
IRRIGATION AREA LOCATION PLAN
February 2014 Site & Soil Evaluation Report 1%
Wastewater Treatment and Effluent Disposal
314 Cooroy Mountain Road, Cooroy MountainSection 41
, | a, (8 & CONDETE Vi ab
The wastewater generated by the Domestic ( adel Oar wor f——
Dwelling and Factory Office Facilities isto be 3m ° anion ua
diverted to the existing Septic tank. The existing 38/ / \_. ie = i
Septic tank is to be converted to a pump station. P
All collected wastewater is to be pumped to the poe eee Factory Office |
Septic/Pump Well .
new STP. ae a facility j coo! .
2 =<“ ft \ 4 Sey PCY /| f— 4
-“ 7 4 FP Lose ff :
ff 8 > a ">" i
\ Gy oo ° Dwelling 4! ~ L ( yer i
XN ON wat aye : fe / / f «
™N , ‘
\ ieee Proposed STP / ¢ ¢/
* — Location Sh 7 feet /
, My ON ws ev Ke Y ff
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we wo s ~_
-— ae ay 0
a “om j 2
ge > wv Q
ee e /S
8
lg
. ° a Sg
Proposed Irrigation
Area= 625m2
«ie
Cooroy Mountain Spring Water—Irrigation Layout Plan
CF as SEN AL Location: 314 Cooroy Mountain Road, Scale: Not to Scale
Cooroy Mountain
Figure Measurements to Take
FPE Reference Number: 4377-131119-1.0 Client: Cooroy Mountain Spring Water Pty Ltd newtirwe ior Soaks dlbnanemeri
ZOSection 42
’ NAA AAA AAA AAV
KD The wastewater generated by the Domestic Dwelling and Factory Office Facilities is
Septic/ to be diverted to the existing Septic tank. The existing Septic tank is to be convert-
Pump Well ed to a pump station. All collected waste is to be pumped to the new STP.
Cc
[se Distribution
Valve
® Fact *
Domestic oie Filter lilac a Check Valve
Dwelling sinc P ibe SS
Facilities Oly Pip
Waste Waste = =
= : JN
| I
> 3
» 2.5m 2.5m *
| 5m |
Cc .
‘3 * £
- 0
oe 5m | 6
vo a
5 | :
Cc ao
=. ~
5° i
£ | | &
c n
2 o
ov *>
ace = a
| \ Sprinkler
Cooroy Mountain Spring Water—trrigation Layout Plan
Cor Location: 314 Cooroy Mountain Road, Scale: Not to Scale
Cooroy Mountain
< ; . Figure Measurements to Take
FPE Reference Number: 4377-131119-1.0 Client: Cooroy Mountain Spring Water Pty Ltd
Precedence Over Scale Measurements
AUSection 43
(
Ya) >) {uture-plus
ENVIRONMENTAL
4377-131119-1.0
FIGURE 4
IRRIGATION SYSTEM TYPICAL DESIGN DETAIL
5
February 2014 Site & Soil Evaluation Report 18
Wastewater Treatment and Effluent Disposal
314 Cooroy Mountain Road, Cooroy MountainSection 44
Installation Notes:
Diversion Drain / Mound Mex spacing 1) This drawing must be read in conjunction with the corresponding
50007m Distribution laterals with above ground sprinkler heads Future - Plus Environmental report.
2) All work must comply with AS/NZ 1547, Queensland Plumbing
‘ 50 reteri : 3 and Wastewater Code, Standard Plumbing and Drainage Regulation
- NSL menarne cc Tee Retention Drain/ Mound — 2993, Plumbing and Drainage Act 2002 and Local Council guidelines
150emmnin A *) 3) The wastewater generated by the Domestic Dwelling and
A Factory Office Facilities is to be diverted to the existing Septic tank. The
Lb > existing Septic tank is to be converted to a pump station. All collected
~ b wastewater is to be pumped to the new STP.
2 4) Delivery pipe should be lilac stripe 25mm or similar poly pipe
and buried to a minimum of 150mm
5) A filter is to be installed on the delivery line to prevent clogging
of the sprinklers
6) Acheck valve is to be installed on the delivery pipe
4 7) A distribution valve is to be installed (located upslope of the
irrigation area) to provide even distribution to the irrigation areas and to
0-1 0% Slope 8) Any depressions within the irrigation area are to be filled with soil
the laterals
of same category as horizon A
9) Laterals must be laid parallel with the natural contours of the land
10) Control valves are to be placed on each sprinkler to ensure even
distribution
Diversion Drain/ Mound 11) Sprinklers should be spaced 5m apart and no less than 2.5m from
Cut Off Drain the irrigation area boundary
12) A diversion drain/mound is to be constructed upslope of the
Lowplum- large heavy irrigation area
droplet dome sprindler 13) Aretention mound is to be constructed downslope of the
irrigation area
ro 14) All stormwater is to be diverted away from the proposed irrigation
ox ic)
y Py | area
Pee 64s 15) Where not already established introduce suitable, non-invasive,
eee ib bb | x vegetation that is tolerant to wet conditions and has a high
Lod ib b b evapo-transpiration capacity. Seek advice from your local nursery
KA 16) Where not already established turf or mulch is to be applied to the
en irrigation area
Sloping Ste - greater then 1:10 wd a .
- 17 All vehicles and hooved animals are to be kept off the irrigation
Where dope exnseds 10%ackice is to be 18) Aminimum of two warning signs should be placed within each
sought fromFPE pir to installation irrigation area
>10% Slope
Standard Drawing Noninvesive, trees, shrubs, ground
= oe i ay covers and turf suited to wet conditions
future-plus Gali Syst e
ture-plus__ Surface Irrigation System andthe uptake of nutrients are to be
ENVIRONMENTAL : ‘ . sess
Cooroy Mountain Spring used in the irrigation area
7 Figure lVeasurerrents to Take
JX | FRERef 4377-131119-1.0Scde NA nee aia leSection 45
> future-plus
ENVIRONMENTAL
4377-131119-1.0
oe
APPENDIX A
SoIL BOREHOLE Locs
ee
February 2014 Site & Soil Evaluation Report 19
Wastewater Treatment and Effluent Disposal
314 Cooroy Mountain Road, Cooroy MountainSection 46
Australian Soil Investigations LOG SECTIONS Ref No.130185
Client : Future-Plus Environmental
Location :... 314 Cooroy Mountain Road, Cooroy.
Date: 25-11-13
[Depth] TESTSITENo1 | Depth | ss TESTSITENo2 _—i
r 100 | —SiltyClayCH ~—Ss|:~(100 =| ~~ SiltyClayCH
. 200 | Medtoheavyclay, orange | 200 | Medtoheavyclay, topsoil _|
-300_| Brown, moist,moderate | 300 | Orange browntraces offine |
400 | __—‘Structure(Cat5) «|| +400 | ‘Tolargegravel &cobbles _
5600 | ——~—C—C—C | F0O | Roots, moist, moderate _—
e600 | ———'*(|~6OO || ~—— Structure. (Cat4-5)
-7oo | —CSY OW |
800 | _—*SiltyClayCH —s'| 800 | ~———SiltyClayCH
. 900 | Heavyclay,darkorange | 900 | Heavyclay,darkorange _
1000 | Brown, moist, strongly | 1000 | Brown, moist, strongly _—|
razo0 | —(‘;ST!!TCTCTCTCLCUd] OO
rag00 | —~—“—SSSSCCTTTT.C(C‘d| AFCO J
riqoo] SS t—<CS™~—“C;C—C—C—C—CCS «SOO |
ris00 |S tC~C<CS~‘“—;C;~C~S~rCC~SOO/ |]
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rage
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r24o0 | t—“—s*~S*™~*~™~S~S~S~C~C~C~CCCCCCCC~sSC J
r2500 | t—<“—*~*~*s~S~*~S~S~C~:—CCCCCCC~SC«CPS|CO J
r2e00 | t—~<“<—;S™~™CCCCCC | TO |
ra7moo |. t~“—;™S™S™C~CCC | pH |
r2s00 |. t—<“—sS™S™~™CCCCCCCC YT PHOT |
F200 | —“—sS™S~™~™~CCCCCTCCCCCCCCC | POT JEP
r3s000 |. SS tC~<C~S;~‘“C;CSCSCCCCSYSC<[D': |
ratoo |] SS ™~<CSC™CCCCC VOW |