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001A9301.001
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Noosa Iconic Panel Decision Notice — Approval with conditions
Material change of use (Visitor Accommodation Type 4 - Conventional, Entertainment &
Dining Business Type 1 — Food & Beverages, & Retail Business Type 2 — Shop & Salon)
9, 11, 13 & 19 Hastings Street, Noosa Heads
21 May 2009
63. To ensure that polluted run-off does not enter Council’s stormwater drainage system,
stormwater run-off from the carparking areas and the driveways shall have the first
flush (the first 12 mm of rainfall or hose-down) collected in a grease/oil arrestor/gross
pollutant trap provided on site prior to being permitted to discharge into Council’s
drainage system. |
All other clean stormwater, such as roof water, can be collected on site and discharged
through a single underground drain line directly into the existing drainage system,
bypassing the grease/oil arrestor/gross pollutant trap.
To this end, a detailed maintenance plan shall be prepared for. the proposed grease/oil
arrestors/gross pollutant trap, which shall be submitted to the Council for approval
prior to obtaining a Development Permit for Operational Works.
The approved maintenance plan shall be incorporated in the Community Management
Scheme for the development and a copy of this shall be provided for Council’s records
prior to commencement of the approved Use. -
A Development Permit for Building Works shall not be granted until a Development
Permit for Operational Works has been issued in regard to the drainage scheme.
64. All site stormwater drainage shail be by means of a gravity system.
65. All stormwater drainage lines connecting the subject site to Council’s existing
infrastructure shall be inspected by closed circuit television (CCTV) prior to
commencement of the approved Use. The developer will be responsible for the full cost
of CCTV inspection, including any additional inspection necessary following defect
identification and rectification. ,
Sewer Mains : |
66. The site must be connected to the Council reticulated sewerage system in accordance
with Council's standards and requirements.
67. The existing sewer main crossing the site shall be diverted generally in accordance with
Construction Hydraulic plan No. 1997-3 A, i
68. The sewer connection point must be located outside of the basement floor and in a
location easily accessible by Council.
69. The existing sewer main crossing the development site must be removed.
70. The proposed sewer within the basement must be located a minimum of 1.5 metres - |
from walls or other structures.
71. An Operational Works application will be required for the sewer diversion works. All |
information as required by Noosa Planning Scheme Policy No. 6 is required on the 4
drawings. Sewer plans and long sections must be easily readable on an A3 sheet ,
72. The applicant must ensure that any construction works undertaken in the vicinity of 5
Council’s existing sewerage infrastructure will not adversely affect the integrity of the ,
infrastructure. All costs associated with repair, replacement or alteration of existing
infrastructure must be met by the applicant.
| .
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