Fitzgerald v Central Coast Council

The issues

1. The applicant's Statement of Facts and Contentions dated 10 October 2018 (Exhibit C) lists seven contentions justifying refusal of the DA including the public interest and precedent. Two of these contentions were dropped during the hearing (traffic and natural hazard), and notwithstanding the amendments to the application as outlined, the applicant maintains that the following issues remain in dispute:

• Air quality;
• Scale of operations - zone objectives;
• Visual impacts; and
• Undesirable precedent.

1. Mr Stuart McDonald (applicant) and Mr Adam Crampton (Operator) addressed the town planning issues concurrently in Court and in a joint report, which is marked Exhibit D. The air quality issues were addressed by Mr Aleks Todoroski (applicant), and Mr Ronan Kellaghan (Operator) again concurrently in Court - and in individual statements and joint reports which have been marked Exhibits E, F and 9.
2. The Court also received submissions from some local objectors at the commencement of the hearing at the site. These lay witnesses endorsed the applicant's issues (Exhibits H, and A -Volume 5 Tabs 11-13). Some of these witnesses also provided further submissions in response to the notification of the Final Plan and draft conditions. In that regard I note that the owners of Lots 18 and 21 Tathra Street proximate to the site raise no objection to the expansion of the development closer to their boundaries.

Decision

1. For the reasons that follow I am satisfied that the evidence supports the grant of development consent to the DA subject to the imposition of the respondents' version of the draft conditions (Exhibit 9).

Background

1. The site is zoned IN1 General Industrial under the Gosford Local Environmental Plan 2014 (LEP) and located on the south western side of Tathra Street between the intersections of Yandina and Carnarvon Roads within West Gosford Industrial Area.
2. Immediately adjacent to the site, on the eastern boundary, are a number of commercial/industrial premises and a place of worship. To the west of the site is natural vegetation and the terrain rises steeply, from a site elevation of 40 m AHD to 200 m AHD at that top of the escarpment. The applicant's property adjoins the eastern boundary of the site.
3. The land is a hatchet-shaped allotment with a 20 m wide access handle (which is about 52 m in length) running in a westerly direction from Tathra Street. The main part of the site extends about 400 m in a north-south direction and 170 m east-west direction. The total land area is 5.2 ha.
4. The existing operation receives construction waste by truck which is stockpiled. The waste material is then loaded into a crusher by excavator/frontend loader for crushing and screening to produce various grades of product. The products are then stockpiled in bays and loaded onto trucks for dispatch to customers as required.
5. Because the development is an integrated development, an Environmental Protection Licence is required from the Environment Protection Authority (EPA) under the Protection of the Environment Operations Act 1997.
6. The Operator holds Environment Licence No. 20617 and the capacity of the operation is currently tied to the 2013 consent. The EPA has issued its General Terms of Approval to the DA by letter to the Council dated 25 August 2017 (GTA) and received the Final Plan so the conditions of the DA require that the EPA licence be updated to reflect the increased capacity of the operation.
7. The Council's SOFCR records the development history of the site in the following terms:

• On 22 July 2005, the Council issued development consent (DA 26567/2005 - Part 1) for a concrete batching plant at the site. On 30 November 2006, it then approved a s 96 modification application to amended DA 26567/2005 (Part 2) to allow for the development to be undertaken in two stages.
• On 18 July 2008, the Council approved a further s 96 modification to DA 26567/2005 (Part 3) to relocate the concrete batching plant to the east.
• On 10 October 2013, the Council granted consent to the DA for the "recycling facility concrete crushing plant" which allowed for 30,000 t per annum and 150 t per day of concrete crushing/processing.
• On 12 January 2017, the subject application was lodged seeking consent to extend the processing capacity to 95,000 t per annum and 1,000 t per day. The expansion is proposed over that portion of the site that had previously been approved as a concrete batching plant in 2005.
• The Council granted a conditional consent for the development at issue on 13 August 2018 and these proceedings were commenced on 14 September 2018.

The contentions

1. The parties have provided me with written submissions which address the evidence and contentions under the following headings. Their respective positions are summarised below.

The applicant contends that the development will or is likely to have significant and unacceptable impact on air quality and associated health risk posed by fugitive dust emission from the premises.

The applicant's position

1. Mr Todoroski gives evidence, based upon his review of the modelling undertaken by Mr Kellaghan, that the Operator 's modelling is unreliable and that in this circumstance the conclusion that there will be no dust impacts from the development is without proper foundation.
2. He identifies the following significant errors in his modelling: 1. the choice of weather station; 2. choice of model (CALPUFF versus AERMOD); and 3. the level of background dust (Exhibit E).

The choice of weather station

1. The evidence is that there are two nearby weather stations; Narara and Gosford, that could have been potentially suitable data, and that both needed to be considered when deciding which data to apply to the modelling.
2. Mr Todoroski used the Narara weather station (which ceased operation in 2013) as the source of weather data because it is closer to the site, and has similar features - in terms of position relative to significant terrain, forest and urban areas - factors which significantly affect air dispersal of pollutants such as dust.
3. Mr Todoroski gave evidence that the Gosford weather station is not the closest weather station to the site, had only four years of data to consider at the time of the first AQIA, and is located in a distinctly dissimilar location relative to the key site features that affect air dispersion. He described the Gosford weather station as being situated in flat terrain, with a sports field nearby, and a large waterbody relatively near to the south; and, an east west aligned ridge toward the north. Mr Todoroski said that these features mean that the prevailing winds at the Gosford weather station location would be skewed significantly differently to those at the site, as would katabatic drift and heat rise induced winds flows etc.
4. Accepting that the Gosford weather station has calm winds 26% of the time and that the Narara weather station has calm winds 50% of the time with an average wind speed of below 1.5m/s (Exhibit E at par 10.5) Mr Todoroski gave evidence that calm and low wind conditions tend to lead to higher dust impacts near a pollution source. With that in mind, Mr Todoroski said that there is significant potential for greater impacts to be predicted at receptors if the more representative Narara weather station data was used. Mr Todoroski is also critical of the choice of year modelled by the Operator. He gives evidence that it was not representative, and that the analysis of only four years of data is inconsistent with the NSW EPA Approved methods for the modelling and assessment of air pollutants in NSW (2016), which recommends that five years are analysed, particularly when there is a record of high rainfall in 2015.
5. Mr Todoroski gives evidence that if the Narara data had been used in the model this leads to double the impacts - much higher impacts than the Gosford data (Exhibit E, par 10.6) (Tcpt, 20 August 2019, p 49(26)).

Choice of model (CALPUFF versus AERMOD)

1. Mr Todoroski gives evidence that the AERMOD model used by Mr Kellaghan is unsuitable because it cannot accurately model low and calm wind conditions for the type of dust sources present at the site and contrary to the recommendation of the NSW EPA Approved Method (Exhibit L, section 6.3.1, pp 19-20). As such, the result is an under- estimation of the air quality impacts.
2. Mr Todoroski prefers the CALPUFF model, which is the accepted model of the US EPA, freely available on the internet and could readily have been used by the Operator.
3. Based on CALPUFF, Mr Todoroski has assessed that the maximum 24-hour PM10 level of 82.7 ug/m3 (National Environmental Protection (Ambient Air Quality) Measure (NEPM) standard of 50 ug/m3) and the average PM10 at the nearest receptors would be more than 25 ug/m3 years' average on 16 days of the year (Exhibit F at par 10) and thus unacceptable.

Background dust underestimated - the weather conditions

1. Mr Kellaghan agreed with Mr Todoroski that the Wyong monitoring station he used is located north of a horse track and south and southeast of low-lying wetlands/well vegetated land and a golf course. Due to this he accepted that it is reasonable to expect the station will record some of the lowest dust levels (Exhibit 5 at par 27.2(b)). Accepting that industrial areas have their own sources of dust, Mr Todoroski said that the impact of using unrepresentative low background dust levels from Wyong is that the level of dust exceedance above the NEPM threshold will increase (Exhibit F at par 11).
2. Relying on Mr Todoroski's expert evidence, the applicant submits that the air quality assessment carried out by Mr Kellaghan to estimate the quality of air on and above the land adjoining the premises is flawed because it was based on unsatisfactory empirical modelling from data obtained from a weather station more than 5 km from the site. The conclusion of Mr Todoroski's air quality assessment is that "the scale of the Project emissions needs to be approximately halved in order to prevent impacts above the EPA criteria" (Exhibit E at par 24).
3. Given the uncertainty of the outcome of the modelling undertaken by the Operator's expert, the applicant contends that the evidence enlivens the precautionary principle: Telstra Corporation Ltd v Hornsby Shire Council (2006) 67 NSWLR 256; [2006] NSWLEC 133 (Telstra) at [125]-[183].
4. In considering whether there is a "threat of serious or irreversible environmental damage", the applicant invites me to accept Mr Todoroski's calculations as sufficient evidence to establish that the use proposed will have significant air quality exceedances and impacts on the adjoining land uses (including a Church) which presents a threat of serious environmental damage: Telstra at [129].
5. Furthermore, the applicant submits that based on the evidence of Mr Todoroski, there is sufficient certainty that air quality exceedances will occur - the extent of which is uncertain given the respective air quality models used by each expert and this satisfies the second of the conditions precedent of the principle. On that basis, the applicant submits the burden shift discussed in Telstra at [150] is triggered, and Mr Kellaghan has not demonstrated with a level of scientific certainty that the site will have an acceptable impact. He did not use the CALPUFF model to demonstrate there was no impact or refer to the Narara meteorological data to establish the same. Nor has the Operator relied upon data required to be collected by condition M2 of its EPA licence to demonstrate no impact (Tcpt, 20 August 2019, p 49(24)).
6. In these circumstances, the applicant invites the Court to take a precautionary approach in relation to the issue of air quality and refuse the development application.

The Operator's position

1. The Operator relies on the AQIA lodged as part of the development application for the purpose of assessing the potential emissions based on the expanded production throughput of 95,000 t per annum and 1,000 t per day. It was prepared using the AERMOD software and the Approved Methods for the Modelling and Assessment of Air Pollutants in New South Wales, a document produced by the NSW EPA in 2005. This dispersion modelling presented in the AQIA did not predict any exceedances of applicable impact assessment criteria.
2. The dispersion modelling was updated following the s34 conciliation conference and in preparation for joint conferencing. The update included an increase in the modelled dust emissions from the site. Despite this, the updated modelling did not predict any exceedance of applicable impact assessment criteria. Mr Kellaghan also prepared a short supplementary report assessing the Final Plan which identified that the modified arrangement predicted one additional exceedance of the impact assessment criterion for 24-hour average PM10 at two adjacent receptors - see Table 1 (Lot 18 and Lot 17) (Exhibit 9, Tab 5 at par 8).
3. The Operator submits that the key inputs that relate specifically to the development - as set out in the emissions inventory in Tables 5-1, p15 and Appendix 2 of the AQIA report, are consistent with the approved methods, selected from the emission factor developed by the US EPA, were applied to estimate the amount of dust produced by each activity at the development site.
4. The modelled results in the AQIA in Table 6-1 (p 17) demonstrate that the proposal does not result in emissions that cause any unacceptable exceedance of the limits set out in the NEPM which is a federal instrument to assist the National Environmental Protection Council to set guidelines for air quality to be measured; limits and maximum rates for emission of particulate matter (PM - in this case PM10) and total suspended particulate matters (TSP).
5. The Operator identifies the following key differences between the air quality experts' evidence: 1. The use of different modelling software. 2. The reliance on data from different weather station at Gosford or Narara. 3. A different opinion about the daily peak activity (1,000 t or 1,500 t). 4. The estimate for the area assumed for wind erosion as it is specified in the emissions inventory (2.5 ha or 1 ha). 5. The silt loading to be factored for the haulage on the sealed access road (and whether a 70% control factor can be specified for water flushing by water cart). 6. The travel distances for the unsealed areas of the site.
6. The Operator contends the first and second points, make no significant difference to the modelling results, and if the Court can accept that Mr Kellaghan's approach is correct, then it follows that the air quality impacts are acceptable for the proposal, particularly given the conditions proposed by the EPA, the Council and the further conditions formulated in the proceedings.
7. The key points of difference are discussed in these experts' joint report at par 8 of Exhibit F. It records that Mr Todoroski believes the likely site dust emissions will be approximately double that presented in the AQIA prepared for the DA by Mr Kellaghan.
8. Even accepting Mr Todoroski's criticisms the Operator submits that the maximum cumulative 24-hour average PM10 concentration is 71.9 ug/m3 and the second highest is 54.6 ug/m3 - with the relevant limit being 50 ug/m3. The differences are mostly in the modelled emission estimates and as there is no comparative numerical exercise undertaken by Mr Todoroski to contradict or disprove this - the emissions inventory factors are the keys.
9. Returning to the four contested inputs listed above - the Operator submits that the daily peak issue can be disposed of easily. Mr Todoroski has relied on a maximum peak of 1,500 t and the proposal is for 1,000 t.
10. The next three contested inputs are of more numeric significance.

Wind erosion

1. There is a significant difference in the calculation of the wind erosion area by the experts - which the Operator submits can easily account for the doubled difference.
2. Mr Todoroski's emissions inventory figure is 1.063 of the total number of 2,344 of the PM10 emissions - which is nearly half of the total inputs and thereby the most significant numeric in dispute. Mr Todoroski's figure has been calculated at 2.5 ha while Mr Kellaghan's figure is 1 ha. Mr Kellaghan said that he arrived at his figure by calculating the total of the stockpiled area and processing area and scaling it by both measurements on the stamped plan as well as matching it with Google Earth images. He believes his number is conservative.
3. Mr Todoroski said in Court that he did not know the number. Originally, he proposed 5 ha for the whole site but the feedback he got was that this was "ridiculous" and so agreed to halved it to 2.5 m (Tcpt, 20 August 2019, p 95(25-42)).
4. The Operator submits that the figure of 2.5 ha is clearly inaccurate as evidenced by Mr Kellaghan's now scaled plans - the figure is less than 1 ha therefore Mr Kellaghan's input is conservative and should be relied upon.

Silt loading

1. The next disputed input is the silt loading for the sealed access roads. This input relates to the mass of silt sized material per unit area of the travel surface. The joint report records that Mr Kellaghan has selected 0.6 g/m2 based on the selection of the US EPA document for paved roads.
2. Whereas Mr Todoroski uses a much higher figure of 12 g/m2 based on his experience (Exhibit 5, Joint report, par 8(iv)) and adopted from the mean value for concrete batching plants as outlined in the US EPA AP-42 emission factor background documentation for uncontrolled roads (section 4.2.1.8).
3. The Operator submits that even adopting a silt loading of 12 g/m2 used for uncontrolled roads the proposed use of a water cart to operate on the sealed roads applies a level of control on the dust in the order of 70% that the applicant has not taken account of. The reduction by 70% is the figure endorsed by the US EPA emission factor document - allowing for water flushing of dust on roads.
4. Therefore, accepting Mr Todoroski's calculations in total, it would make his figure 6% higher, or if the 25% flushing rate rather than the 70% was used, just 4% higher.

Unsealed haulage road distances

1. The final input relates to the unsealed haulage road distances. Originally Mr Kellaghan assumed a total travel distance for unsealed surfaces on the site of 500 m (return trips in and out). Mr Todoroski applied a haulage distance of 800 m in and out.
2. When measured against the Final Plan the approximate unsealed distance from the sealed access road to the raw material stockpile unloading area is 115 m - which is said to equate to an unsealed travel distance of 460 m - 2 x 230 m). The Operator also points out that the return trips out would be less distance because the product stockpiles are closer to the sealed road and this equates to a return trip of 12 m - 30% of the distance used from Mr Todoroski.
3. For those reasons the Operator submits that Mr Todoroski has overestimated the total travel distances for unsealed haulage road and the emission from this source as an input in his model.

Consideration and Finding - Air quality

1. After a consideration of the evidence and submissions as summarised above, I prefer the evidence of Mr Kellaghan on this issue of air quality.
2. Although highly technical, Mr Kellaghan's evidence has clearly identified the relevant inputs modelled, the figures used, the basis of his numeric selections and the reasons he has adopted them. He is of the opinion, based on his modelled results, that the development will not generate unacceptable adverse air quality impacts for the applicant's property or the area more generally. I accept his expert assessment.
3. The applicant's submission that the choice of weather data alone doubles the impacts is not borne out by the evidence. Instead, the evidence is that it is the inputs which leads to the "doubling or not" of the dust emissions - and not the model or choice of weather station. Accepting that the inputs are the key drivers in the differences between expert's conclusions (Exhibit F at par 8), I accept that Mr Kellaghan's approach on each of those key inputs is correct. He has adopted the actual daily maximum of 1,000 t not 15,000 t. He has not guessed but measured the wind erosion area at 0.88 m and adopted a conservative 1 ha and factored in the condition which applies a 70% control factor for water flushing by the water cart, which is what is proposed under the draft conditions and the Air Quality Plan of Management.
4. Whereas Mr Todoroski's wind erosion figure is clearly inaccurate - he originally proposed 5 ha for the whole site, although after feedback that this is "ridiculous" (Tcpt, 20 August 2019, p 95(25-42)) then adopted 2.5 ha and this input has distorted the modelled result and accounts for the doubling in the result achieved by his calculations. He adopted a daily peak of 15,000 t instead 10,000 t and a silt loading factor of 12 g/m3 which has not been taken from US EPA material which has otherwise been accepted for other inputs but based on his experience (Exhibit 5 Joint report at par 8(iv)). With respect to the unsealed haulage roads, Mr Todoroski increased this haulage distance by 800 m (return trip in and out) when the measured distance was 115 m or 460 m (return trips in and out).
5. It is because of the likely overestimates of the emission inventory prepared by Mr Todoroski that I consider Mr Kellaghan's analysis and conclusions more reliable.
6. In oral evidence, Mr Todoroski accepted that notwithstanding the disagreement on modelling outcomes, based on the nature of the local area and land use surrounding the site - a few additional days above the impact assessment criteria for 24-hour average PM10 is considered a relatively low risk in terms of health impacts at industrial receptors, provided best practice is implemented to mitigate the risk. The use of a water cart is considered best practice and even accepting Mr Todoroski's figure of 12 g/m2 for the silt loading, the applicant submits that there must be a level of control factored in for use of a water cart on the roads and if that is taken into account, it would make Mr Todoroski's calculations just 6% higher. In any event, the evidence is that Mr Kellaghan has since actually taken samples to confirm that the approach he adopted was conservative and I accept his evidence that the modelling is on peak day use coupled with peak day background and those circumstances make it highly unlikely for it to occur.

The precautionary principle

1. Based on the evidence before me there is no scientific uncertainty about the relevant impact. There is a dispute over whether it is an exceedance of 1 to 2 days on Mr Kellaghan's analysis or 3-7 days on Mr Todoroski's evidence (Exhibit F at par 17). In those circumstances the precautionary principle is not invoked. This precautionary principle is directed to the prevention of serious or irreversible harm to the environment in situations where scientific uncertainly arises concerning the scope of environmental harm and decision makers are directed to be cautious: Leatch v National Parks and Wildlife Service (1993) 81 LGERA 270 at [282]; Telstra Corporation Ltd v Hornsby Shire Council (2006) 67 NSWLR 256; [2006] NSWLEC 133 (Preston CJ).
2. This is not the case at hand.

The contention is the stockpiled material will have an unacceptable visual impact and will be easily seen from Tathra Street. At times, the height of the stockpiled material near the applicant's shared boundary has exceeded the height of the tree canopy.

1. The land is within the IN1 General Industrial zone, and the proposed development and the adjoining car detailing use are anticipated by the controls.
2. The preservation of visual amenity to the rear of an existing industrial building in an industrial zone, where no controls specifically require it to be accounted for, let alone protected. It is submitted should be at the lowest order of importance in terms of impact. Nonetheless, the Operator submits that the footprint of the development does not provide for removal of vegetation along the boundary and the toe of the batter is scaled at 15-20 from the boundary of the property with the applicant.
3. The proposed conditions require a vegetation management plan which can be utilised to preserve the existing vegetation on the property, and there is a 2 m acoustic wall to be constructed which provides further separation.
4. The stockpiles were intended as part of the application to be approximately 10 m in height and that is a limit now proposed by a condition of consent.
5. While the Operator believes that the existing situation is acceptable and permitted under the 2013 consent, the proposal improves the visual impact and there can be no complaint on this ground to justify refusal of consent.
6. The applicant's planner Mr McDonald agreed in oral evidence that the perception from the public domain is limited and the impact is essentially measured from the rear of the applicant's property.

Consideration and Finding - Visual impact

1. It is clearly the visual impact from the applicant's land which is the central focus of this complaint.
2. The view of the site from the public domain is limited because the operation sits behind the properties fronting Tathra Street and is accessed via a long 52 m access road. The operation has minimal, if any, visual impact when viewed from the public domain. The view of the stockpiles from the properties at 21 and 18 Tathra is not at issue because they support the proposal.
3. That said, I am satisfied that the imposition of a condition on the consent for a 10 m height limitation on the stockpiles together with the proposed vegetation maintenance plan, and the 2 m acoustic walls on the eastern boundary will improve the visual impact from the applicant's land such that the development - an industrial development within an industrial zone will be satisfactory in terms of its visual impact. This ground is not a basis for refusal of consent.

Contention 3 - Scale of the operation - Zone objectives

1. Before the DA can be approved, cl 2.3 of the LEP requires a consideration of the objectives of the zone. The relevant objectives of the general industrial zone IN1 are as follows: • To minimise any adverse effect of industry on other land uses • To ensure that development is compatible with the desired future character of the zone.
2. The applicant contends on the evidence of its planner, Mr McDonald (Exhibit D), and the evidence of the lay objectors (Exhibits A and H), that the development is inconsistent with the zone objectives. It is described as being out of scale with adjoining development and incompatible with the light commercial operations conducted on adjoining properties.
3. It is also contended that the development does not minimise the adverse effects on other land uses and therefore the environmental impacts are unacceptable: BGB Properties Limited v Lake Macquarie City Council (2004) 138 LGERA 237; [2004] NSWLEC 399 at [118].
4. The complaints about the existing facility evidenced in the local objectors' evidence as to past conduct may give rise to unacceptable impacts that should be taken into account in the terms of any consent that might be given in the future. are relevant: Jonah Pty Limited v Pittwater Council (2006) 144 LGERA 408; [2006] NSWLEC 99 at [38].

Findings - Scale of the operation - Zone objectives

1. The planners deal with this issue in the joint report (Exhibit D, p10).
2. They disagreed as to the meaning of the objective. Mr McDonald is of the opinion that the adjoining vehicle body repair workshop repair business is a separate land use as defined under the LEP and as such the impact of the development on that land use and other land uses is a matter to be considered.
3. Mr Crampton says that the vehicle body repair workshop is a permitted use in the IN1 zone and is another industrial activity. The reference in the LEP within objective 3 "To minimise any adverse effect of industry on other land uses" - to other land uses refers to non-industrial land.
4. Mr McDonald is of the view that the assessment of air quality will be material to determining this issue. In particular whether adverse impacts have been minimised.
5. Having formed the view that air quality impacts have been minimised by the layout in the Final Plan, the respondents' proposed conditions of consent and the requirement to operate the facility in accordance with the various Plans of Management (Exhibit 9) and the imposition of a height control stockpile mounds, I am satisfied that the development is consistent with the zone objectives even accepting the complaints about past conduct which the objectors have identified.
6. To a large extent the site has operated with little limitation and the imposition of the controls in this DA on the activities of the site will, in my assessment, ensure that the development does minimise adverse effect of industry on other land. In forming this view, I note that the owners of 18 and 21 Tathra Street support the consent.
7. After careful consideration of the evidence I am of the view that the Final Plan which consolidates the outstanding requirements under the 2013 consent; together with the imposition of the 10 m height limit on the stockpiles and the maintenance of the vegetation along the eastern boundary, will improve the visual impact when viewed from No. 15. Additionally, the monitoring required under the air quality plan and the complaints register in the Plan of Management will assist to ensure that the applicant and other local objectors will have an avenue to raise any issue of concern should it arise. Coupled with the EPA licence requirements, the facility will be strictly monitored for compliance and these measures will improve the existing operation of the site going forward.

Contention 3 - Public interest/precedent

1. Given the locality, I accept that there is little prospect of a similar development occurring in this industrial estate, but I accept that if there was, the proposed development is satisfactory in that it complies with all relevant controls and does not have adverse air quality or visual impacts.
2. For those above reasons, that the development as now proposed is in the public interest and does not set an undesirable precedent. The development is within an industrial zone and concerns expressed by the applicant and the other objectors have been satisfactorily addressed by the Final Plan and the respondents' draft conditions of consent for the reason identified in this judgment.

Conditions

1. The competing versions of the parties' draft conditions are within Tab 6 of Exhibit 9. I have read them carefully and appreciate that the applicant seeks to impose more onerous constrains on the operation of the development. His additional conditions include a trial period; a height restriction of 4 m on the stockpiles; further surveys and certifications; and specific design requirements for the barriers and retaining walls and additional dust monitoring and the like.
2. While I appreciate the applicant's concern to protect the amenity at his site and the area more generally, I believe that these additional conditions are unnecessary. The respondents' draft conditions and Final Plan now satisfactorily address all relevant matters in particular air quality monitoring and visual impact. In those circumstances, there is no proper planning basis to impose the applicant's additional conditions additional conditions. Together with the EPA licence conditions, I believe am satisfied that the applicant's concerns have been satisfactorily addressed. For those reasons, I accept the draft conditions prepared by the Council and Operator which includes a condition limiting the height of the stockpiles to 10 m.

Conclusion

1. In order to grant consent to the Final Plan and the respondents' proposed conditions, it is necessary for the Court to uphold the appeal; notwithstanding that the appeal is a third-party objector appeal by the applicant against the decision of the Council to grant consent: Newcastle & Hunter Valley Speleological Society Inc v Upper Hunter Shire Council and Stoneco Pty Limited (No 2) [2010] NSWLEC 104 at [14] (Preston CJ); Gerroa Environment Protection Society Inc v Minister for Planning and Cleary Bros (Bombo) Pty Ltd (No 2) [2008] NSWLEC 254 at [5]-[6].
2. Accordingly, the Court orders that: 1. The appeal is upheld. 2. Development consent is granted to Development Application No. 51380/2017 for expansion of existing recycling facility and concrete crushing plant with an increased processing yield of 95,000 tonnes per annum or 1,000 tonnes per day on Lot 23 DP 245530 at 18A Tathra Street, West Gosford subject to the conditions in Annexure "A". 3. The Exhibits may be returned, except for B and 9.

Senior Commissioner of the Court Annexure A (203722, pdf)

DISCLAIMER - Every effort has been made to comply with suppression orders or statutory provisions prohibiting publication that may apply to this judgment or decision. The onus remains on any person using material in the judgment or decision to ensure that the intended use of that material does not breach any such order or provision. Further enquiries may be directed to the Registry of the Court or Tribunal in which it was generated. Decision last updated: 22 September 2020