Semaphore Stuff Up


The Department has made much of the suitability of the Semaphore to Taperoo beaches for sand mining. But as time passes, cracks are starting to appear in that suitability.

Putting aside the voluminous Departmental propaganda for the moment, the basis of these claims rested on Departmental data and specialist consultant reports.

suggested quantities of the three scenarios of maximum 35,000 m3 and 50,000 m3 for the area in between Semaphore and Largs Jetty and North of Largs Jetty respectively are acceptable.

Water Technology reported that they considered the movement of the “front face of the dune”; it appears that this may have been determined by inspection as their study report does not seem to indicate how the location of the front face was defined.

Those of us who were on the ground and followed the progress of the phase 1 report can confirm it was a desktop study, produced during a time of COVID restrictions and that no on-ground work occurred. So just how these estimates were produced remains unknown.

that the shoreline between Semaphore and Largs Jetties has been relatively stable over the past 10 years. This is also reflected in our analysis of Profile 200004 in Table 4, where the surveyed front of the foredune (represented by the 2m AHD contour) has only moved +/- 2m over this period with no clear trend.

The phase 2 report went on to recommend sand could be mined immediately north of the Semaphore Jetty. As considered in our previous post, that area suffered sufficient erosion to impact some of the best vegetation identified on this section of the coast.

The Department has supplied us with profile data for the Semaphore jetty, Kanowna Rd and the Largs Bay jetty. As previously mentioned, the Largs Bay jetty profile can’t be used. Examining the Department’s data for profiles at the Semaphore jetty, and Kanowna Rd reveals some interesting insights:

Sand volumes at Semaphore Jetty and Kanowna Rd

The change in volume determined from DEW profile surveys from 1975 to 2021. Volumes are calculated using the volume of sand above 1m AHD, the documented Coast Protection Board measure to determine coastline vulnerability. By way of reference 2m AHD is usually the toe of the dune, so the volumes are the total amount of sand in the whole of the dunes plus 1m below that

  • Prior to about 2000 local infrastructure was at risk as buffer levels were significantly below the Coast Protection Board’s recommended 80 m3 per metre. threshold.
  • In the early 2000’s wild volume gyrations started. Currently we don’t have enough profiles to determine the reason, but it is possibly due to replenishment works at Semaphore Park.
  • 2004 saw the start of construction of the Point Malcolm breakwater. After construction an unprecedented volume increase occurred at both the jetty and Kanowna Rd. We believe the most likely explanation is the erosion of the downstream side side of the breakwater at Semaphore South.
  • Stored sand volumes have been generally decreasing since the peak of that release.
  • Water Technology’s report was based on data on the 10 years from 2010-20. In other words their data and conclusions were based on the anomalous sand volumes generated by the Semaphore South erosion.

Our conclusion is that the best available evidence shows the beach between the Semaphore and Largs Bay jetties has been stable, or more likely decreasing in volume over the 2010-21 decade. The major source of sand in this area appears to be scouring at Semaphore South caused by the Point Malcolm breakwater.

It appears that the Department has either been less than forthright in it’s communications with local residents, or it genuinely doesn’t know or care what’s really happening at Semaphore.