Technical Note in response to action notice

                                                               Ref No 20648-R1 – Rev 2
DRIVEWAY

A second access to the lot was constructed to facilitate the installation of the new
prefabricated dwelling. We have undertaken an inspection of this access and it
generally complies with Council standard drawing RS-056 for rural access
crossovers with a few minor exceptions -copy of the standard drawing is attached to
the back of this report. We have been informed that the access was constructed
approximately 2 years ago.

The access is approx. 5.3m wide at the narrowest point and is constructed over a
375mm diameter PVC Stormpro pipe – set back approx. 3m back from the road
edge. There is 500mm of cover over the pipe. The headwalls are constructed from
grouted rock. The access pavement is unsealed gravel more than 125mm thick. The
inlet and outlet to the culvert contains some un-grouted rock but there is no evidence
of scouring, indicating the scour protection unnecessary in this case which is
understandable as the road drain is on a very flat grade. Refer photos below:




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