1-22276-01 site plan

Project No. 1-22276 Page | 34
February, 2020
Rof: 1-22276, 2020-02-28, BR VER 2

a

'—- GEOTECHNICAL INVESTIGATION - Proposed Service Station Reconstruction, 52-54 Mary Street and Weyba Road,
Noosaville

exposed than at some later stage, after the event. Should Soil Surveys Engineering not be
notified or if this notification is delayed, then Soil Surveys can not be held responsible for the
effect that any variation has on any aspect of the development.

Soil Surveys Engineering consider that a documentation review service (during the design
phase and prior to construction) to verify that the intent of geotechnical recommendations is
properly reflected in the design, along with construction inspections, forms a very important
component of the geotechnical engineering design service/process.

The geotechnical review ensures geotechnical risks to our Client and their project are
minimised at the design and tender stage of the project. Further, with Soil Surveys Engineering
being commissioned to carry out geotechnical construction inspections, an opportunity at the
time of construction to confirm any assumptions made in the preparation of the report and allow

“the effect of any normally occurring variation in ground conditions to be assessed with respect
to construction becomes available.

The above statements are not intended to reduce the level of responsibility accepted by Soil
Surveys Engineering in accordance with our commission, but rather to ensure that all parties
who may rely on this report are aware of the responsibilities each assumes in doing so and the
risks they accept should they decline to have Soil Surveys Engineering carry out a geotechnical
documentation review and geotechnical construction inspections.

It is highly recommended that the Client avail themselves of these review and inspection

services; our standard rates will apply.

C.P. JOHNSON (RPEQ 7052
PRINCIPAL GEOTECHNICAL ENGINEER

 

 

SOIL SURVEYS ENGINEERING PTY LIMITED

 

SOIL SURVEYS