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Response to Information Request - MCU12/0184
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MAX WATTERSON+ASSOCIAT~S
CONSULTING SURVEYORS & PLANNERS
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8th May, 2013
Ref: 06-2184
our Ref: JL013:JL:MCU12/0184
The Chief Executive Officer
Sunshine Coast Regional Council
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Locked Bag 72 1 .
SUNSHINE COAST MAIL CENTRE Q 4560
8 MAY 2013
Attention: Jack Lewis
Dear Sir, -,’ewantin
I refer to the above-mentioned matter and your letter of Information Request dated 10th
December, 2012 and I respectfully supply the following information:
1) Please find herewith 2 copies of detailed elevation and section plans prepared by
Callaghan & Toth (Ref: 1209-05, 1209-06, 1209-07, 1209-08, 1 March 2013), These
plans show the associated retaining walls, ’screening vegetation, external building
materials, colours and external lighting,
2) The flooring of the sheds is compacted soil with woodchips over the top and is
designed to prevent land and ground water contamination.
3) A Visual Assessment and Visual Amenity Assessment of the proposed development
has been prepared by Terra-Firma, which you will find enclosed (Ref: VA01 & VA02, 18
March 2013), This includes a photomontage of the proposed buildings from several
locations,
4) A Vegetative Ccreening Plan prepared by Terra-Firma has also been included, which
shows how the proposed landscaping will assist in screening the proposed sheds from
surrounding properties (Ref: LS01 & LS02, 18 March 2013).
5) An Integrated Stormwater Management Plan has been prepared by Callaghan & Toth ____
-......
which you will find attached herewith. This plan addresses the idsue of how stdrmwater
will be ma aged (Ref: STORMWATER
MANAGEMENT PLAN, April 2013),
,
( \ TREATMENT\\jAND WATER/QUALlT~
^
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6) Please also find enclosed
Stormwater Management Plan
a
that
Stormwater Impact Assessmrnt and Site Based
Ihas bben prepaced by Cal)a’ghan & Toth (Ref:
cJ
STORMWATER
TREf-TME~T A~D.lWAT~ QUALlT’S" MANA MENT PLAN, April
/\
PRINCIPAL 12 Maple Street (PO Box 639) Cooroy Q 4563 ABN 59 847 644 252
Max L, Watterson
Cadastral Surveyor (Qld)
B,Surv(UNSW), M,S,S,S,I
~ PH
FAX
0754426121
0754425125
EMAIL [email protected]
~
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Full text of sections 2 to 26 (of 189)
Section 2
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2013), This indentifies potential water pollutants and their method of treatment and
monitoring,
7) In response to your information request regarding the number and type of traffic
movements generated by the proposal, a revised traffic report has been prepared by
Hayes Traffic Engineering which you will find enclosed (Ref: Hayes Traffic Engineering ’i’1t.,
Report: Response to Council’s Information Request, 30 April 2013).
1
RPEQ Dianne Hayes with ~l
8) Please also find enclosed several comments made by ~ \
I.
regard to heavy vehicle traffic on other traffic and the formation of several local roads
and recommendations for improvements to the road formation and signage (Ref: Hayes
Traffic Engineering Report: Response to Council’s Information Request, 30 April 2013).
9)The issues raised concerning access driveways have been addressed by RPEQ
Dianne Hayes, which you will find enclosed herewith, (Ref: Hayes Traffic Engineering
Report: Response to Council’s Information Request, 30 April 2013)
Additional information regarding the access driveways has also been provided from
RPEQ Callaghan & Toth (Callaghan & Toth Information Request Response, 10 April
2013) which you will also find enclosed,
10) The designs for the swept paths have been created by Callaghan & Toth (Ref:
Callaghan & Toth Traffic Response, 10 April 2013)which you will find enclosed herewith,
These show the paths that will be used by heavy vehicles along the access driveway and
within the servicing areas of the proposed sheds,
11, The 10 tonne silos will have a height of 5,6m and a diameter of 2.75m. The 20 tonne
silos will have a height of 6A8m and a diameter of 3,66m, Two designs of rainwater tank
are proposed including a polyvinyl model that is 2,97m high with a 4,6m diameter. A
concrete model will also be used that has a 6m diameter and is 2Am high.
12. A site-specific Geotechnical investigation has been prepared by Coffey Geotechnics
Pty Ltd (Ref: COFFEY GEOTECHNICAL AND SLOPE STABILITY INVESTIGATION,
23rd April 2013.). This report addresses the building foundation requirements and stability
considerations necessary for each of the proposed buildings and their ancillary
structures.
Please note that this submission completes our response to your Information Request
I thank you for your consideration in this matter.
;
~
Max Watterson
Section 3
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.f ,. Callaghan & Toth Consulting Engineers Pty Ltd
,.. ABN No. 45140292324
8/41 Sunshine Beach Road Noosa Junction
P.O Box 2305 Noosa Heads 4567
www.callaghanandtoth.com.au
Callaghan & Toth
Ph: 07 5474 9081 Fax: 0754749041 Civil. Environmental &Hydraulic
10th April 2013 File No: 1209
Sunshine Coast Regional Council
C/- Max Watterson and Associates
~.
Dear Sir/Madam,
RE: MCU12/0184 ERA12/0087, Poultry Farming at 136 Top Forestry Road
Ridgewood.
We are writing to respond to parts of the information request dated 10-12-12, other responses
.. are provided separately.
We have provided site plan 1209-01 and shed cross sections 1209-05 to 1209-08 inclusive to
assist with the application. Plans 1209-09 to 1209-17 inclusive are listed below in relation to
access.
5. Integrated Stormwater Management Plan
We enclose our Integrated Stormwater Management Plan to address this item.
6. Stormwater Impact Assessment and Site Based Stormwater Management Plan
We enclose our Integrated Stormwater Management Plan to address this item.
9. Access Driveways
(a)The extent of improvements at the site access intersection with Top Forestry Road is
shown on enclosed plan 1209-09.
As the entry/exit of large vehicles is only to the east the intersection angle has
been altered to obtain a minimum 1200 observation angle (Chapter 13 RPDM
Figure 13.69)to oncoming east bound traffic. Cars will be able to turn south west
along Top Forestry Road if required.
This re-alignment of the current intersection will improve sight visibility and
provide better delineation and priority between a minor existing access (the
minor access is also from the subject site).
Moving the access entry point west will also use up less of the bus stop area
than at present.
Sight visibility is acceptable. The western visibility of 108m exceeds the desirable
83m length for non-domestic access at 60km/h approach shown in Figure 3.2 of
AS2890.1. The eastern visibility of 78m exceeds the 69m desirable length for
non-domestic access at 50km/h approach shown in Figure 3.2 of AS2890.1
(westbound curve has a spot speed of 50km/h).
(b)The extent of improvements to access driveway from Top Forestry Road to proposed
sheds are shown on enclosed plans 1209-09, 1209-10, long sections 1209-14, 1209-15,
plus cross sections 1209-16 and 1209-17.
X:\JOBSICT Projects In progressl1209 MCU Animal Husbandry Top Forestry Rd. Rldgewood\CorrespondencelTrafflc\lnfo request response.doc
Section 4
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Existing vegetation has been retained as much as possible by putting passing
~
bays in areas without trees. Due to the thick trees and steep slopes a passing "’...:~ z
bay at Chainage 250 bend was not considered practical and as shown on plan
1209-09 two alternative methods of traffic control are proposed (timed entry/exit
or by UHF radio). Vegetation removal at revised access entry to Top Forestry
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Road is considered necessary to provide sight visibility and intersection priority
as noted in item (a)above.
The adjoining residence access at Chainage 100 is unchanged and a passing
bay is also positioned here to reduce conflict with large vehicles.
10. Heavy Vehicle Swept Paths
The B-Double swept paths for access driveway and shed servicing are shown on plans 1209-
09,1209-10,1209-11,1209-12, and 109-13 enclosed.
The passing bays on plans 1209-09 and 1209-10 show that based on swept paths two B-
Doubles can pass each other.
The vehicle paths on plans 1209-11 to 1209-13 show required movements to access relevant
shed bays and exit the site in a forward direction.
Yours faithfully,
Callaghan & Toth
~
A D Toth BE Environmental RPEQ (Env)(civil) MIEAust CPEng NPER CPESC
Director
Please view www.callaghanandtoth.com.au for all information on our company profile and terms and conditions for services
rendered
Cc David Milligan, Diane Hayes
X:\JOBSICT Projects In progressl1209 MCU Animal HUSbandry Top Forestry Rd, Rldgewood\CorrespondencelTrafflcllnfo request response.doc
Section 5
PLAN INDEX Callaghan & Toth
...
\ Civil, Environmental &
1209-01 SITE PLAN Hydraulic Engineers
\ 1209-02 CATCHMENT LAYOUT PLAN
1209-03 CATCHMENT LAYOUT PLAN 2
1209-04 CATCHMENT LAYOUT PLAN 3
1 PO BOX 2305
NOOSA HEADS ~567
6/41 Sunshine Beach Rood
Phone 54749081, rox 54749041
www.colloghonondlolh.com.ou
1209-05 SHED 1 & 2 CROSS SECTIONS
\ 1209-06 SHED 3 & 4 CROSS SECTIONS
1209-07 SHED 5 & 6 CROSS SECTIONS
1209-08 SHED 7 & 8 CROSS SECTIONS
d urn AHO DERIVED
PSM 120517
Origin (8.M.) RL 187.09
\ 1209-09 PRELIMINARY ROAD LAYOUT PLAN 1 approved
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1209-10 PRELIMINARY ROAD LAYOUT PLAN 2 SURVEYED BY
MAX WA RSON a: ASSOCIATES
1209-11 PRELIMINARY ROAD & SHEDS LAYOUT PLAN 3
PHONE 54 426 121
1209-12 PRELIMINARY ROAD & SHEDS LAYOUT PLAN 4
\ 1209-03 ’" 12 : 1209-13 PRELIMINARY ROAD & SHEDS LAYOUT PLAN 5
1209-14 PRELIMINARY ROAD LONGITUDINAL SECTION CHO.OOO TO CH300.000
1209-15 PRELIMINARY ROAD LONGITUDINAL SECTION CH300.000 TO 632.622
project
PROPOSED ACCESS ROAD TO
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1209-16 PRELIMINARY ROAD CROSS SECTIONS CHO.OOO TO CH450.000 .t
SHEDS AT LOT 21 ON
\ 1209-17 PRELIMINARY ROAD CROSS SECTIONS CH500.000 TO 632.622
SP226606
Client
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DAVID MILLIGAN
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LOT 21 on SP226606
Parish of TUCEKOI
1209-09 County of MARCH
SUNSHINE COAST COUNCIL
Locality of RIDGEWOOO
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Section 6
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www.calloghanondtoth.com.au
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Phone 54749081, rox 54749041
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SURVEYED BY
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Section 9
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Parish of TUCEKOI
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Section 10
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
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EXlsnNG DRIVEWAY INTERSECTS SURVEYED BY
PASSING BAY AT REVISED ACCESS WITH 120’ UAX WATTERSON cl ASSOCIATES
OBSERVATION ANGLE PHONE 54 426 121
CH321.000 TO CH415.000 rS> \
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TO SHEET FLOW PRIOR SHEDS AT LOT 21 ON
TO TOP FORESTRY ROAD
~ SP226606
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NO PASSING BAY CH144-320. USE SIGN WITH ~
NOMINATED DIRECTION (ENTER FARM/EXIT ~~ Client
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TIME TO SITE. DAVID MILLIGAN
SIGN WORDING:
ENTER FARM STARTING ON EVEN NUMBER IN g title
MULTIPLE OF 5 MINUTES (EG ENTER AT 8.20).
g PRELIMINARY ROAD LAYOUT
EXIT FARM STARTING ON ODD NUMBER IN -
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MULTIPLE OF 5 MINUTES (EG EXIT AT 8.25). is PLAN 1
ALTERNATIVELY USE A SIGN TO NOMINATE A
UHF TRUCK CHANNEL TO CO-ORDINATE
ENTRY/EXIT. TWO CARS COULD PASS ON
PROPOSED FORMATION WIDTH (3.5m PLUS LOT 21 on SP226606
O.5m SHOULDER).
Parish of TUCEKOI
County of MARCH
SUNSHINE COAST COUNCIL
Locality of RIDGEWOOD
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LEGEND: PROPOSED WORKS FORESTRY ROAD ON EACH 8- revision details date
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PROPOSED ACCESS APPROACH TO ACCESS TO
EDGES WITH SHOULDER MUTCD
ON LOW SIDE BOTTOM OF BANK
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dote 1 st t.tARCH 2013
Section 11
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
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155 NOOSA HEADS 4567
6/41 Sunshine Beach Rood
Phone 54749081, Fox 54749041
www.colloghonondlolh.com.ou
datum AHD DERIVED
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SURVEYED BY
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JOINS PLAN 1209-11 date 1st MARCH 2013
Section 14
Callaghan & Toth
Civil, Environmental &
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PO BOX 2305
NOOSA HEADS 4567
6/41 Sunshine Beach Rood
Phone 54749081, Fox 54749041
\ www.colloghonondtoth.com.ou
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Section 17
r "’"
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Callaghan & Toth
I Civil, Environmental &
Hydraulic Engineers
I
PO BOX 2305
NOOSA HEADS 4567
I 6/41 Sunshine Beach Rood
Phone 54749081, Fox 54749041
www.colloghonondlolh.com.ou
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SURVEYED BY
MAX WATTERSON a: ASSOCIATES
PHONE 54 426 121
4501000 project
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SP226606
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Sheet 16 of 17 sheets
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25~.000 1209-16
.
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"- date 1 st MARCH 2013 ~
Section 18
/ "’\
Callaghan & Toth
. "
.~
~
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
6/41 Sunshine Beach Rood
Phone 54749081, Fox 54749041
www.colloghonondlolh.com.ou
designed AH I dotum AHD DERIVED
drown MM 1 PSM 120517
checked ACT 1 Origin (B.M.) Rl 187.09
..
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SURVEYED BY
WAX WATTERSON ct ASSOCIATES
PHONE 54 426 121
project
-
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title
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Sheet 17 of 17 sheets
Datum 177 drawing number
Centreline R.L.182.935
1209-17
.
\.... date 1st MARCH 2013 ~
Section 19
’"
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~
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.....
STORMWATER TREATMENT
AND ------
WATER QUALITY
MANAGEMENT PLAN
VERSION_O
FOR
PROPOSED ANIMAL HUSBANDRY TYPE 2
AT
136 TOP FORESTRY ROAD
RIGDEWOOD
~
............._ APRIL 2013
\
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Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
A.B.N. 5905570314
8/41 Sunshine Beach Rd
Noosa Junction Q 4567
Telephone (07)54749081
Facsimile (07)54749041
Job No: 1209
Document No.: 1209_VERSION_0
www.callaghanandtoth.com.au
Section 20
~
~
~
Callaghan & Toth
DOCUMENT HISTORY
Document Reference: No: 1209 SWaMP.doc
Project Manager: Max Watterson & Associates
Author: Lex Toth NPER3 (ENV)(CIVIL)RPEQ 6069 CPESC
Reviewer: Jane Davissen BE (ENV)
Client: David Milligan
Contact Person: David Milligan ((04)0887-6864)
DISTRIBUTION LIST
POSITION ON
NAME ORGANIZATION MANAGEMENT TEAM REVISION REVISION REVISION
0 1 2
David Milligan Client 1
Jane Davissen Callaghan & Toth Co Author 1
Max Watterson Max Watterson & Project Manager 1
Assoc.
Sunshine Coast Assessment Officer 1
Regional Council
REVISION LIST
REVISION DATE DISTRIBUTED ISSUED BY CHECKED BY
0 April 2013 JD ADT
The information contained in this report is confidential and proprietary to Callaghan and Toth. It
may only be used by the person to whom it is provided, for the stated purpose for which it is
provided, and must not be imparted to any third person without the prior written approval of
Callaghan and Toth. Callaghan and Toth reserve all legal rights and remedies in relation to
infringement of its rights in respect of its confidential information.
OCallaghan & Toth
2013
1209 Animal Husbandry -
Top Forestry Rd, Ridgewood SWQMP
April 2013
Section 21
~
~
Callaghan & Toth
CONTENTS
SUMMARY...............................................................................................................................4
1. INTRODUCTION .............................................................................................................5
2. DESCRIPTION..................................................................................................................6
2.1 Proposed Works..........................................................................................................6
3. WATER QUALITY MANAGEMENT PLAN .............................................:.................12
3.1 Proposed On-Site Stormwater Treatment Process ....................................................12
3.2 MUSIC Model...........................................................................................................12
3.2.1 Source Nodes .....................................................................................................12
3.2.2 Treatment Nodes ................................................................................................13
3.2.3 Rainfall Data......................................................................................................14
3.3 MUSIC Modelling Results........................................................................................14
3.3.1 Water Quality Objectives...................................................................................14
3.3.2 Assessment ofResults........................................................................................15
4. WATER CYCLE MANAGEMENT PLAN ....................................................................19
5. FLOODING ASSESSMENT REPORT ..........................................................................21
5.1 Existing Conditions ...................................................................................................21
5.2 Proposed "Drainage System........................................................................................21
6. WASTE MANAGEMENT ASSESSMENT ...................................................................21
6.1 Potential Pollutants....................................................................................................21
6.1.1 Chicken Litter Application ................................................................................22
6.1.2 Chicken Litter Storage .......................................................................................22
6.2 Impact to Local Waterways.......................................................................................23
7. CONCLUSIONS & RECOMMENDATIONS................................................................24
APPENDIX 1 -
WATER SENSITIVE DESIGN CODE ASSESSMENT (NOOSAPLAN)A
APPENDIX 2 - PRELIMINARY STORMWATER QUALITY MANAGEMENT PLAN...B
APPENDIX 3 -
MUSIC RESULTS ........................................................................................
C
APPENDIX 4 -
SITE PHOTOS ..............................................................................................D
APPENDIX 5 -
DETENTION BASIN RESULTS ..................................................................F
APPENDIX 6 -
SECURITY OF ROOFWATER SUPPLY CALCULATIONS ....................G
APPENDIX 7 -
SECURITY OF DAM WATER SUPPLY CALCULATIONS.....................H
2
1209 Animal Husbandry -
Top Forestry Rd, Ridgewood SWQMP
April 2013
Section 22
~
Callaghan & Toth
LIST OF REFERENCES
1. Aviagen, (2009), Ross Broiler Management Manual
2. Department of Agriculture, Fisheries and Forestry, Chicken Litter Information page,
http://www.daff.qld.gov.au/27_15557.htm#top
3. Department of Agriculture, Fisheries and Forestry, (2012)Queensland Guidelines-
Meat Chicken Farms
4. EN HEALTH (2004)Guidance on the Use of Rain Water Tanks.
5. Engineers Australia (2006)Australian Runoff Quality. Australian Runoff Quality
Guidelines.
6. Healthy Waterways (2006)Water Sensitive Urban Design Technical Design
Guidelines for South East Queensland
7. Healthy Waterways (May 2010) Deemed to Comply Solutions -
Stormwater Quality
Management (South East Queensland)
8. Queensland Development Code Part 4.3 (Oct 2008) Alternative Water Sources.
9. University of California Agriculture and Natural Resources, Bender, G. Fertilization
-
Book 2, Chapter 2, http://ucanr.org/sites/alternativefruits/files/121293.pdf
10. Water by Design, MUSIC Modelling Guidelines for South East Queensland -
Version
1 (December 2010)
11. Wong, T., Breen, P. & Lloyd, S. (2000)Water Sensitive Road Design Design -
Options for Improving Stormwater Quality of Road Runoff. CRC for Catchment
Hydrology Technical Report No 00/1.
LIST OF FIGURES
Figure 1.1 Site Location Plan................................................................ ...7
Plan No. 01 Stormwater Quality Catchment Layout.... ...... ... ... ... ... .......... ......
...8
Plan No. 02 Stormwater Quality Catchment Devices... ... ............... ....... .........
..9
Plan No. 03 Stormwater Quality Treatment Devices...... ... ... ...... ... ....... ... ... ...
..10
Plan No. 04 Stormwater Quality Treatment Devices... ... ...... ... ... ... ... ... ... ... ...
..11
Figure 3.1 MUSIC Model for the Proposed Development.................. ...... ...
...16
Figure 3.2 Typical Bioretention Basin............................................ ..............
.17
Figure 3.3 Typical Swale Cross-section.................................................. ..18
LIST OF TABLES
Table 3.1 MUSIC Catchment Areas......... ... ... ... ... ... ...... ...... ......... ... ......
..13
Table 3.2 Comparison of Load Reductions.................................... ... ... ....
.15
Table 5.1 Pre-Development and Post Development Discharges... ...... ... ......
..20
Table 5.2 Pre Dam Spillway and Post Dam Spillway...... ...... ...... ............
.....20
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1209 Animal Husbandry Top Forestry Rd, Ridgewood
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April 2013
Section 23
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SUMMARY
The key points of this investigation are as follows:
1. The proposed development consists of eight (8)new sheds to be used for meat
chicken production and associated infrastructure.
2. Roof water runoff is to be recycled to provide Potable water for chickens.
3. Runoff from new access roads, car parks and landscaped areas around the buildings
is to be treated for nutrients and gross pollutants via Bioretention Swales, Basins,
Swales and Buffers, located alongside the roads. The treated runoff will then be
released as sheet flow within the site.
4. The increase in pollutant loads due to the increase in impervious areas is to be
attenuated.
5. Waste management practices will be used to ensure there are no impacts to water
quality of local waterways.
6. Fertilising of existing Avocado trees utilising composted chicken litter (i.e. chicken
manure mixed with bedding material) will replace the use of commercial fertilisers on
the existing Avocado farm. Any excess chicken litter will be sold off site.
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1209 Animal Husbandry Top Forestry Rd, Ridgewood
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April 2013
Section 24
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1. INTRODUCTION
This report is provided in response to an Information Request for the MCU application -
Animal Husbandry Type 2 Intensive and MCU for an Environmentally Relevant Activity
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(ERA4 Poultry Farming) at 136 Top Forestry Road, Ridgewood for the Sunshine Coast
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Regional Council. The Information request required:
1. An Integrated Stormwater Management Plan that addresses the Noosa Plan -
Water
Sensitive Design Code, and
2. A stormwater impact assessment and site based stormwater management plan, to
identify potential water pollutants, proposed treatment trains and provision to address
the Environmental Protection (Water)Policy 2008.
This report aims to address the concerns highlighted by Council and will assess the
proposed meat chicken farm against:
.The Water Sensitive Design Code the Noosa Plan
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.Water Sensitive Urban Design Technical Design Guidelines for South East
Queensland, published by Healthy Waterways
.The Environmental Protection (Water)Policy 2008.
The Model for Urban Stormwater Improvement Conceptualization (MUSIC)has been used to
assess the suitability of various stormwater treatment devices and to model existing and
predicted pollution export loads and concentrations from the developed area of the site.
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1209 Animal Husbandry Top Forestry Rd, Ridgewood
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April 2013
Section 25
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2. DESCRIPTION
The subject site is Lot 21 on SP226606 located at 136 Top Forestry Road, Ridgewood
(Refer Site Location Plan Figure 1.1).
The site is bounded by West Cooroy State Forest to the east, partly cleared rural properties
to the west, Blackfellow Creek to the north and Top Forestry Road to the south.
This site is an existing commercial orchard, consisting of 7000 avocado trees.
2.1 Proposed Works
It is proposed to establish a meat chicken farm on site, which will include:
Proposed new eight (8)sheds -
approximately1 OOm x 16m in size.
Construct formal gravel roads and carparking.
Drainage swales.
Replace the use of commercial fertiliser with the use of chicken litter (i.e. chicken
manure mixed with bedding material) to fertilise orchard trees.
Removal of dead birds off site.
As a result of these works stormwater drainage and treatment devices are required to drain
the development area, attenuate flows and treat stormwater runoff to acceptable levels.
Plans 02 to 04 show the catchments identified onsite and the treatment train proposed for
the site. To treat and manage water on site it is proposed for:
. Roof water to flow to rain water tanks to be used to water chickens. The rainwater
tanks have been sized in accordance with Water by Design Music Guidelines Version
1, December 2010.
. New access roads and carparks to drain to Bioretention Swales, Bioretention Basins,
Swales and Buffers.
. Overland flow from orchard to continue to be directed to existing dams on site.
In order to receive planning approval from Sunshine Coast Regional Council, this site must
demonstrate that it complies with the Noosa Plan -
Water Sensitive Design Code and that
the storm water runoff will not change the surrounding hydrology.
Bioretention basins, Bioretention swales, grass swales, vegetated buffers and above ground
roof water tank units (for chicken drinking water) are required for the site. These stormwater
treatment devices will enable the water quality objectives to be achieved. Water reuse and
water use minimisation will be designed in accordance with the guidelines.
To manage nutrient loads on site it is proposed:
. To replace the current use of hand spreading slow release fertiliser with the use of
com posted chicken litter (i.e. chicken manure mixed with bedding material) to fertilise
fruit trees.
. Ensure chicken litter is composted and applied at a rate of 50kg/year/tree to ensure
uptake is maximised and excess nutrients are not found in runoff.
. Excess composted chicken litter is to be sold off site.
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1209 Animal Husbandry Top Forestry Rd, Ridgewood
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SWQMP
April 2013
Section 26
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SITE OF
WORKS
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Callaghan & Toth STORMWATER QUALITY MANAGEMENT PLAN SITE LOCATION PLAN
Civil, Environmental &
location
Hydraulic Engineers
136 TOP FORESTRY ROAD
8/41 Sunshine 8eoch Rood
P.O. Box 2305 RIDGEWOOD Q4563
NOOSA HEADS 4567
Ph: 54749081 Fax: 54749041 Figure 1.1
.....collo9hanandtoth.com.au
Source: WHEREIS Scale: NTS Page 7
The text continues on section 27.