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Coalara Feedlot Development – “Sendem Downs”

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It was found that the climatic and physical characteristics of the location are suitable for maintaining a feedlot to the extent proposed by the proponent. A beef feedlot is a beef (meat) supply management system designed to take energy and protein from crops grown in two (2) months of the year (November and December in Australia) and meter that nutrient in other ten (10) months. years.

Background

Applicant and property details

The premises will be on the east side of Coalara Road and on the north side of Boothendarra Road. The land in question is currently designated as 'Rural' under the Shire of Dandaragan Town Planning Scheme.

Objectives of the development

The area to the north, south and east is a park and recreation area (Watheroo National Park).

Feedlot site options considered and final selection

Current land-use on Sendem Downs

State & Local Government consultation

It was noted that an environmental assessment would be required and that the environmental assessment should be prepared and informed by the requirements of the works approval application form. DPIRD has communicated that the Works Approval Application Form has been recently updated and that the April 2020 Form IR F09 was the correct form to complete.

Documentation requirements

Claire Coffey from DPIRD outlined the process of completing a works approval application with DWER and the elements required to obtain approval. DPIRD has extensively outlined the key requirement to ensure that evaporation ponds are lined with clay or artificial liner to meet the National Feedlot Guidelines for infiltration of 1 x 10⁻⁹m/s.

State regulations relevant to feedlot development

The site characteristics, general layout of the trunk, cattle color, milling options and the irrigation element of the feed production business model were described. Other acts may be relevant, however in addressing the requirements of the acts listed above the requirements of other state law will be met.

Scope, size and scale of proposed feedlot development

Following approval and prior to commencement of development, DWER will issue a building permit for construction, construction registration and, following construction of the works to certified standards, a license to operate under Part V of the EP Act 1986.

Staged development of the proposed feedlot

Pens and drainage layout

Earthworks, borrow pits and ponds

Feedroad, bunkline and manure haulage

Water supply, troughs and trough wastewater

Row configurations

Shade in cattle pens

Dust control

Hospital facility

Processing shed

Arrival and dispatch

Feedmill

The mill will be placed in the southwest corner of the feedlots. The hay and straw required for the fiber component of the ration will be cut to length during the baling process during hay harvesting.

Mobile plant and equipment

Grain will be loaded into the grain receiving system and delivered directly to storage silos via enclosed elevators. In the discharge sector of the mill, augers from the "prepared ingredient" holding silos will be used to transfer the stored ingredients of grain, lupins and grains to a bulk bin before being transported to the ration mixer truck.

Office & weighbridge facilities

The office will be a prefabricated former mining administration building, but will be placed on the piers. Operations will take place on a second floor than the grain testing stand with an open deck and offices.

Livestock

An automatic grain tester will be installed on the weighbridge so that operators do not need to mount trucks to take grain samples. The configuration of the road past the office will be set up so that in the future, electronically controlled barrier gates/gates can be effectively installed if it is determined that such control is required.

Animal welfare

The office will have a security fenced porch that will stand next to the weigh bridge so that cattle on the upper level can be seen coming and going and grain/goods trucks when discovered can be visually assessed from the control platform on office bridge. The requirements of this accreditation will inform and shape feedlot management systems.

Feedstuff and rations

Manure and pen floor management

Effluent

Heat risk analysis and managing heat load

Power & Energy

Climate

The feedlot is in the same rainfall and evaporation band as the towns of Moora and Watheroo. 107 years of historical rainfall data from Moore and 120 years of rainfall data from Watheroo were used to model expected conditions at the Coalara Feedlot.

Figure 4: Long-term rainfall and temperature graphs – Watheroo & Moora
Figure 4: Long-term rainfall and temperature graphs – Watheroo & Moora

Landform

Hydrogeology

Geology

Groundwater

Soil and subgrade

Biodiversity

The proponent answered a series of questions to understand the potential impact on biodiversity and local waterways, wetlands and proximity to the Watheroo National Park boundary. After discussion of the location and situation of the proposed development, Ms. Donovan stated that she could not foresee any material impact on animals, vegetation or other aspects of concern to the ministry in the vicinity of the development.

Road and transport infrastructure

All the land on which the development is to take place has been regularly cultivated for winter grain production.

Aboriginal cultural heritage and native title

Local Government Region City of Wanneroo, Shire of Chittering, Shire of Coorow, Shire of Dalwallinu, Shire of Dandaragan, Shire of Gingin, Shire of Goomalling, Shire of Moora, Shire of Toodyay, Shire of Victoria Plains, Shire of Wongan-Ballidu. Given the location of the proposed feedlot in an area of ​​significant disturbance and change, it is considered a low risk of issues of Aboriginal cultural heritage arising or artifacts being discovered.

Figure 14: Yued Indigenous Land Use Agreement WI2015/009
Figure 14: Yued Indigenous Land Use Agreement WI2015/009

Odour and dust

Noise

Manure

Feedwater will be added to the compost to start and facilitate the composting process. Therefore, once gross soil nutrient deficits at the facility are addressed using old manure and compost, the primary strategy will be to export material from the farm premises to neighboring CSC farmland.

Surface water

The system will consist of 3 shallow flat ponds (in series) for settling solids with a compacted clay floor to facilitate pond cleaning and to mitigate against infiltration. A key element of the effluent management design will be the evaporation of a portion of the effluent by seasonal application (irrigation) of a portion of the available manure compost production liquid to the manure storage and composting area. Effluent holding ponds will be constructed with a holding capacity depth of 2.5 m with freeboard as recommended by the Guidelines.

Groundwater protection

Flora and fauna preservation

Traffic flows and hours of operation

It is estimated that the average livestock truck will be a B/Double configuration with an average payload of 36 tons. Feedlot normal operating hours will be 7 a.m. to 5 p.m. seven days a week. Work routines (including livestock arrival and dispatch) are scheduled within normal working hours.

Pesticides & chemicals

During construction of the feedlot, there will be additional traffic at irregular times, but this will be short-term and the local road network infrastructure is in place to handle the volume of traffic. During this time the office will be open to provide livestock feeding. All chemicals will be managed in accordance with the provisions of NFAS accreditation, which will be provided and maintained by the company.

Pest and vermin control

CSC is also aware that antibiotic resistance is a growing problem for users of antimicrobials. CSC will develop animal health management programs that are sensitive to the need to slow the rate of development of antimicrobial resistance. The company will use the MLA (2018) report “Antimicrobial Stewardship Guidelines for the Australian Feedlot Industry” as the guide in formulating regimes and procedures to achieve this goal.

Visual amenity

Pollution incident response management plan (PIRMP)

Environmental monitoring and complaints register

Backhouse, J., 1984, Revised Late Jurassic and Early Cretaceous Stratigraphy in the Perth Basin, Geological Survey of Western Australia, Report 12, Professional Papers for 1982, pp. Briese, E.H., 1979, The Geology and hydrogeology of the Moora Line en aangrensende gebied, Geologiese Opname van Wes-Australië, Rekord 1979/12. P., 1996, Stratigraphy and Structure of the onshore Northern Perth Basin, Geological Survey of Western Australia, Report 46.

Appendix 1: The Authors

Appendix 2: Feedlot design drawings

Appendix 3: Feedlot effluent pond dimension calculations

Precipitation Watheroo Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual. Pond size - mid year with irrigation to compost Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annually.

Appendix 4: Guideline separation distances

The nearest receptor is Lot 2297, Coalara Road, Boothendara, also referred to as Boomplaas in Figure 18.

Figure 24: Nearby environmentally sensitive receptors and aspects by distance
Figure 24: Nearby environmentally sensitive receptors and aspects by distance

Appendix 5: WA Dept. of Planning, Lands and Heritage interactive planning data

Appendix 6: Bore log data Agaton 12 (AG12)

CLAY 98% CLAY, a dark gray clay that looks slightly scaly; 2% sand, fine to very fine sand quartz grains, subangular in shape. 90% SAND, a grayish sand with brown to colorless quartz grains very fine to very coarse in size but fairly well sorted, grains are angular to subangular in shape, a fair amount of feldspar and some pyrite grains, 10% silt, light gray colored clayey silt with small amount of mica flakes and some very fine quartz grains in it. SAND, greyish sand with various colored quartz grains, ranging in size from fine to very coarse but fairly well sorted, rounded to subrounded grains, some feldspars.

Appendix 7: Soils investigation

Appendix 8: Clay material infiltration test laboratory data

Appendix 9: Coalara Feedlot “Animal Care Statement”

Upon receipt, the cattle are placed on edible hay for 1 to 2 days and then lined up. Cattle that meet health and weight specifications are initiated. Induction Clostridial Vax, Resp Vax, worm and lice control, possibly HGP, if necessary Cattle are scanned and individually identified with ear tags. ii) Records (of health treatment). All treated cattle are individually tagged with the treatment and date entered in the feed log and written on the tag.

Appendix 10: Heat risk assessment

Appendix 11: Coalara Feedlot Odour Management

As described earlier in this paper, effluent water will be used in the compost production processes at the feedlot site. Weather forecasts for potential impact on receptor homes will be considered by the Feedlot Manager when planning the timing of composting activity. Weather forecasts for potential impact on receptor homes will be considered by the Feedlot Manager when planning the timing of dispersal activity.

Appendix 12: Effluent drains and sedimentation structures

Below are the calculations for the drainage that runs along the north end of the yard pencils to the sedimentation structures. Once a detailed study is carried out, then an accurate estimate can be made regarding flow rates and drain sizes required. Allowing that the entire area draining to the sedimentation pond, including the manure storage and treatment area, but not the evaporation ponds, the peak flow rate, Qp = 1.7 m3/sec (assuming an area of 30 ha is poured into the sedimentation ponds).

Appendix 13: Premises & CSC properties manure utilisation areas

Appendix 14: Feedmill conceptual design (AF Systems 04/08/20)

Appendix 15: ASIC Certificates of Registration for the Applicant

Appendix 15: Proof of occupier status

Gambar

Figure 3: Monthly evaporation averages and site estimate (Source BOM data & calculations)
Figure 4: Long-term rainfall and temperature graphs – Watheroo & Moora
Figure 8: Australian annual average pan evaporation (Source BOM data)
Figure 9: Western Australian annual average pan evaporation (Source Luke et al. DPIRD 1987)
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