20517 Planning Report.pdf [As Published] · 132007.1259

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4.5 Topography

The eastern portion of the site contains a moderate slope down from David Low Way, from 10 - 7m
AHD, extending 15 to 20 metres in from the eastern boundary. Further west, the site begins to slope
more gradually towards the west, to 2.5 metres AHD at the western boundary.

47 Easements and Encumbrances

There is one (1) easement which currently affects the site. This easement is indicated on the Cadastral
Plan included in Figure 2 of this Report. The easement is identified as easement number 707032974
which burdens Lot 76 MCH2696 in favour of Lot 51 on SP156203.

This is a drainage easement benefiting the adjoining lot immediately to the north east of the site (Refer
to Appendix B). This lot contains the Peregian Beach Hotel. This rights and purpose of this easement
is preserved by the proposed development.

4.7 Surrounding Land Use
The subject site is located on the western edge of the Peregian Beach Village Area, which contains
commercial, business and residential uses.

= North-east of the subject site is a bowls club, tennis courts and kindergarten.
= North-west is a public oval.

= East is the Peregian Beach Hotel (with a bar, TAB, gaming facilities and bottle shop) and duplex
sites. .

«Further East, on the opposite side of David Low Way is the main business area of Peregian
Beach comprising Real Estate Agencies, a local store, cafes, restaurants, butcher and other local
convenience stores. Main Beach is also located approximately 200 metres further east.

= West of the subject site is the Noosa National Park, which is approximately 2,870ha in total area.
= South of the subject site-is the unnamed access road and a hardware store.

48 Infrastructure

The subject site has access to stormwater, water and sewerage infrastructure, and has recently been
connected to upgraded sewerage infrastructure as part of major infrastructure works undertaken by
Council. A sewer transverses the site from midway along the northern boundary to the south-east
corner. Stormwater pipes are located within David Low Way and the road reserve which abuts the site.
However, the majority of stormwater which is generated from the subject site is discharged into the
remnant wet heath area on the western boundary of the subject site.

Potable water supply pipelines cross the front of the subject site, along David Low Way. An
Engineering Assessment (Refer to Appendix f) has been submitted as an element of this application,
demonstrating appropriate connections for the proposal to the existing sewerage system. A Stormwater
Management Plan (Refer to Appendix J) has also been submitted as an element of this application
which demonstrates appropriate management of stormwater volumes and quality on site.

743 Ann Street, PO Box 1559, Fortitude Valley QLD 4006 Phone 07 3237 8899 Facsimile 07 3237 8833

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