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Appendix G - Stormwater Management Report
RPS Project Management c/- Lutheran Services Page 1 of 10
PF80 - Cooroy Care Farm
28 May 2018 Ref. No. 2017.0616
1 INTRODUCTION
1.1 Background
Bligh Tanner Pty Ltd was commissioned by RPS Project Management c/- Lutheran Services to prepare
this site based stormwater management plan for the proposed Cooroy Care Farm project at 10 & 22
Rose Gum Road and 521 Elm Street, Black Mountain, Cooroy.
The purpose of this site based stormwater management plan is to support a Development Approval
submission. It describes the stormwater strategy for the site and considers erosion and sediment control
and stormwater management (water quality and hydrology).
This stormwater management plan has been prepared in accordance with the requirements for Site
Based Stormwater Management Plans as outlined in the State Planning Policy and Noosa City
Council’s CityPlan.
Key details about the site are listed in Table 1 below.
Table 1 Key site information
Developer’s name RPS Project Management C/- Lutheran Services
Engineering Consultant’s name Bligh Tanner Consulting Engineers
Current land use of development site The site is currently used for low density self-
sufficient residential purposes.
Description of site location 10 & 22 Rose Gum Road and 521 Elm Street,
Black Mountain, Cooroy Q4563.
Address Lot size (Noosa IntraMaps)
10 Rose Gum Rd (Lot 2 on RP862537) 20,044m2
22 Rose Gum Rd (Lot 3 on SP235191) 201,287m²
521 Elm St (Lot 1 on RP862537) 20,045m²
TOTAL SITE AREA 241,376m2
Coordinates Lat: -26.39452,
Long: 152.8831
1.2 Locality Plan
The site is located approximately 4 km due northwest of Cooroy City Centre at 10 & 22 Rose Gum Road
and 521 Elm Street, Black Mountain, Cooroy Q4563. The site fronts on to Elm St and Rose Gum Road.
The eastern side of the site is Yurol State Forest and the west is private property. North of Rose Gum
Road is a railway corridor.
The southern side of the site is bordered by the Bruce Highway. The area proposed for development is
confined by the riparian zone associated with the existing creek through the site.
The site location is shown in Figure 1 below.
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