Attachment A - Existing Approval · 132008.1128.02

Noosa Council documents




                                                                                                   132008.1128.01

                         64.1.    Stormwater quality treatment devices of a size and location generally in
                                  accordance with those documented in the revised site SWMP required by the
                                  above condition; and
                         64.2.    Bioretention devices which:
                                  64.2.1. Are designed generally in accordance with IPWEQA Standard Drawing
                                          No. WSUD-001
                                  64.2.2. Incorporate a coarse sediment forebay (in addition to the required filter
                                          media surface area), which is sized in accordance with the latest
                                          version of the Water Sensitive Urban Design Technical Design
                                          Guidelines for South East Queensland and designed generally in
                                          accordance with IPWEQA Standard Drawing No. WSUD-005
                                  64.2.3. Have safe, unobstructed and all weather access from the road frontage
                                          for maintenance purposes, particularly for the coarse sediment forebay
                                  64.2.4. Are provided with a high flow bypass to ensure that flows which
                                          exceed the treatment capacity of the device are bypassed in order to
                                          avoid damaging of the filter media or subjecting the filter media to
                                          excessive sediment loads.
                                  64.2.5. Are provided with a free-draining outlet from the sub-soil drainage
                                          system
               65.    All stormwater quality treatment devices must be maintained in accordance with a
                      Maintenance Manual prepared for the development by a qualified person and submitted
                      to Council prior to the issue of any Development Permit for Operational Works. The
                      Maintenance Manual must include:
                         65.1.    A plan showing the location of the individual components of the system
                         65.2.    Manufacturer’s data and product information sheets for any proprietary
                                  products
                         65.3.    Location of inspection and monitoring points shown clearly on the plan
                         65.4.    A schedule or timetable for the proposed regular inspection, maintenance and
                                  monitoring of the devices.
                         Records of all maintenance activities undertaken must be kept and made available to
                         Council upon request.
               66.    Permanent educational signage must be erected to educate the residents of the
                      development about the function of the bioretention devices. The dimensions, standard,
                      presentation and location of the educational signage must be in accordance with an
                      Operational Works approval.
               ENVIRONMENTAL HEALTH
               Waste Management
               67.    The development must be provided with waste storage and disposal facilities in
                      accordance with Planning Scheme Policy No. 9 “Waste Management Multi-Dwellings
                      and Commercial and Industrial Premises”, including an external imperviously paved
                      area(s) correctly sized for the required number of refuse, recycling and commercial
                      waste containers and suitably screened from public places and neighbouring properties.
                      A bin wash area(s) is required with a cold-water tap, hose and drain outlet connected to
                      sewer, via a bucket trap. The drain outlet is to be designed to prevent storm water entry
                      to the sewerage system and this can be achieved with a nib wall 50mm high and up to
                      700mm x 700mm wide (max 0.5m²), or alternatively the waste area can be roofed, or
                      any other design approved by Council’s Environment & Landscape Assessment Unit.

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Document Set ID: 20451866
Version: 1, Version Date: 14/11/2017                                                             Print Date: 16 November 2017, 8:52 AM