NSWNSWLEC
Ralph Lauren Pty Ltd v Transitional Coastal Panel
[2018] NSWLEC 1679
Land and Environment Court (NSW)|2018-12-21
View original sourceAt a glance
Source factsCourt
Land and Environment Court (NSW)
Decision date
2018-12-21
Catchwords
- DEVELOPMENT APPLICATION: conciliation conference
- agreement between the parties
Source
Original judgment source is linked above.
Catchwords
DEVELOPMENT APPLICATION: conciliation conferenceagreement between the parties
Judgment (4 paragraphs)
[1]
This decision was given as an extemporaneous decision at 3pm on 21 December 2018. It has been revised and edited prior to publication.
- COMMISSIONER: This Class 1 appeal concerns a development application (DA) brought before the Court under s 8.7 of the Environmental Planning and Assessment Act 1979 (EPA Act) against the respondent's decision to refuse consent for works to repair an existing seawall within the private property Lot 2 Section 2 in DP 1623 and SP65430 known as 1 and 1A Don Street, Byron Bay (the site).
- The proceedings were referred to a conciliation conference under s 34(1) of the Land and Environment Court Act 1979 (LEC Act) between the parties, and they negotiated over several days on 17, 18, 19 and 21 December 2018 before agreement was reached. I presided over the conciliation conference which was held in Sydney.
- At the conciliation conference, the parties reached agreement as to the terms of a decision in the proceedings that would be acceptable to the parties. This decision involved the Court upholding the appeal and granting conditional development consent to the development application. A signed agreement prepared in accordance with s 34(10) of the LEC Act was filed with the Court at 10am on 21 December 2018 (s34 Agreement).
- The parties ask me to approve their decision as set out in the s34 agreement before the Court. In general terms, the particular development involves the restacking of existing rock and concrete and/or concrete slabs with the importation of additional rock of a certain size and quantity to restore the face of the existing seawall located on the applicant's private property. The detail of the works was provided to me at the outset of the conference in a tabular form in a document referred to as the 'Applications Summary Table' and reproduced below. Nature of the Works Section Plans Repair Works Plans Rock Size Quantity of Rocks Proposed access Restacking of existing rock & concrete with importation of additional rock. Concrete slabs to be cut if required. Works limited to top section of wall between about +3m to +6m. Top section of wall removed and existing filter to be repaired if necessary. BSR-DS-UW-003A BSR-DS-UW-004A 1.5-5T Up to 240 tonnes (20 x 12t trucks) From OJS onto property BSR-DS-UW-005A BSR-DS-UW-006A