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ADG1290.21 Dewatering Management Plan_Rev1_02.02.22 · OPW21/0315
Plans and drawings: the text below has words only, no drawings.
ADG Consulting Pty Ltd
Installation of activated carbon filtration or other fine media filtration to retain suspended
sediments and/or heavy metals.
Install a floating sediment curtain/s around the stormwater termination point in the receiving
waterway to prevent unsightly plumes and contain sediment and/or heavy metals for periodic
removal (subject to approval by Noose Shire Council).
Preventive and corrective actions shall be taken in the event that groundwater monitoring
observations indicate that unexpected groundwater contamination has been encountered
during dewatering. The most appropriate action(s) shall be dependent on the stage of
construction and risk of adverse impacts to groundwater users and the receiving environment.
Any modification to the dewatering system and pumping rates shall be in consultation with a
suitably qualified scientist/geotechnical/engineer.
Following heavy rainfall all ponded surfaces waters are to meet discharge criteria (Table 3) prior
to offsite discharge. Where discharge criteria not met, Site Manager to obtain approval from
Dewatering Contractor regarding treating surface waters with treatment gear before offsite
discharge.
Pumping systems and shoring works to be maintained in fit for purpose state by Dewatering
Contractor and/or shoring contractor. In the event that dewatering equipment has failed and is
likely to cause a significant impact on the environment, or surrounding properties (i.e. flooding)
the Dewatering Contractor is to be contacted immediately. The Principal Contractor, in
consultation with the Dewatering Contractor shall be responsible in rectifying the failure in a
practicable time frame to minimise potential impacts. Equipment, spare parts, materials and
tools necessary to manage aspects of the system/s which present a high risk of significant
impacts in the event of failure (if any) shall be readily available.
Construction vibrations could potentially cause settlement in the loose upper level sands,
thereby damaging nearby structures founded in these strata. Prior to commencement of
construction on site (including staged works), it is recommended that a detailed dilapidation
survey be undertaken to establish the condition of all existing adjacent structures, roads and
services.
ADG1290.21 Dewatering Management Plan_Rev1_02.02.22 Page 17
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