Council archive · source document
06/0823 - Applicant's Response to Information Request including Attachments [As Published] · 132006.823
Very large file (42.4 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.
There are generally lower slopes and more areas suitable for the implementation of sediment ponds and diversion channels on site. It is noted that correctly sized sediment ponds were not utilised during construction of Stages 1 and 2. There will be extensive use of sediment fencing, diversion channels, sediment ponds during the construction of Stage 3 works. It is expected that Council representatives will be invited to inspect works on an agreed frequency to ensure that all works are acceptable. The site superintendent will be responsible for the ongoing checking and deployment of sediment controls as the bulk earthworks and civil works progress. Exposed areas will be hydromulched as soon as practicable after bulk earthworks and civil works to stabilise exposed areas. Hydromulching will occur no later than 7 days after completion of works in an area. Bulk earthworks and civil works will be completed and the site will be left stabilised, with all erosion and sediment controls left in place, prior to any building contracts commencing. A pluviometer will be installed on site (with telemetry link) to accurately record rainfall and send alerts (via SMS) to site staff when high levels of rainfall occur. Water quality equipment will be installed on site to enable checking of performance of the erosion and sediment control equipment. Preliminary EMP 65.1 65.2 65.3 65.4 65.5 65.6 it is noted there are two differing Figure 4.1A (i). The figure on page 22 is different to the figure included in the Sediment & Erosion Control MP. Please ensure that this plan is consistent and please show existing cutoff drains that are proposed to remain and any further cutoff drains to be constructed. There does not appear to be any E&SC measures for Phase 1 Figure 4.2A other than rock check dams in the permanent cutoff drains. Please ensure all line types are detailed within the Legend. Further, please highlight which areas will be disturbed during Phase 1. Please check that all other drawings are current and that the Legends show what all line types are denoting. It is noted that Figures 4.1 to 4.5 do not currently Show ail line types. Please provide drawings that clearly demonstrate the stage of works being undertaken and what measures are in place to control these works. Clearly indicate what works are occurring during Phase 1, 2, 3, & 4 on the plans and show the E&SC measures for each of these phases. Please provide details on sizing of proposed sediment basins for the site as shown on Figure 4. 1A(iii). Please provide details of the size of the proposed cutoff drains. Further, please indicate what storm event will they be able to cope with. 65.1 ~ 65.6 The inconsistency between these plans has been resolved and cutoff drains are now indicated on the amended plans. Page 34
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
06/0823 - Applicant's Response to Information Request including Attachments [As Published]Related documentApplication case desk ↗
About this file
- File size
- 42.4 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.