Gladstone Ports Corporation Limited:

• Western Basin Disposal Area reclamation pond sampling - Phase 2, Gladstone, Qld.  Nov. 2013 (Principal Contractor: GeoCoastal - 46 vibracoring sites on wet tailings using GeoCoastal's amphibious excavator-mounted configuration to 12m subsurface)

• Acid Sulfate Soil Removal and Neutralisation, SEP3-QCLNG Construction Dock - Jan. 2011, Gladstone, Qld. (Principal Contractor: GeoCoastal - excavation and barge removal of PASS to a mainland treatment site for neutralisation)

Van Oord/Dredging International Joint Venture:

• Western Basin Disposal Area reclamation pond sediment quality monitoring, Gladstone, Qld. 2011- 2013 (Principal Contractor: GeoCoastal)

• Western Basin Disposal Area reclamation pond sampling, Gladstone, Qld. (Principal Contractor: GeoCoastal)   145 land percussion/vibracoring sites to 18m max.  2011- 2013)

Queensland Curtis Liquid Natural Gas (British Gas):

• Continuous Vibracoring and Acid Sulfate Soil Assessment, Auckland Point, QCLNG Project, Bechtel/Golder Gladstone (2010).

• Acid Sulfate Soil Assessment, Construction Dock Mangrove Zone, QCLNG Project, QCLNG Gladstone (2010).

• Continuous Vibracoring and Acid Sulfate Soil Assessment, Construction Dock-Offshore, QCLNG Project, Gladstone (2009).

• Continuous Vibracoring and Acid Sulfate Soil Assessment, Jetty Optimisation, QCLNG Project, QCLNG Gladstone (2009).

• Continuous Vibracoring/Percussion coring and Acid Sulfate Soil/Contaminant Assessment, Port Curtis and Fishermans Landing, Gladstone(2009). GeoCoastal completed all facets of this program including: coring (~700 offshore sites, sample processing, commissioning laboratory analyses, QA/QC, safety, contaminant reporting and stratigraphic modelling (~12,000 page final report). GeoCoastal's stratigraphic model was used digitally by the main dredging contractors VODI.

• Continuous Vibracoring and Acid Sulfate Soil Assessment, Curtis Island, QCLNG Project, Gladstone (2008).

Aurecon:

• Continuous Percussion Coring for Acid Sulfate Soil/Contaminant  Assessment, WICET Development, Gladstone Harbour (Phases 1 & 2),  January & March, 2012

Golder Associates:

• Brisbane Airport Corporation – Sand Resource Assessment for the Brisbane Airport 2nd parallel runway marine vibracoring - Feb/March (2012)   25 sites to avg. 9.036m cores in single penetration and stratigraphic modelling for pre-dredge assessment, Moreton Bay.

• Continuous Vibracoring and Acid Sulfate Soil/Contaminant Assessment, Curtis Island, QCLNG MOF and Jetty Areas, (offshore) Bechtel/Golder Gladstone (2009)

• Continuous Vibracoring and Acid Sulfate Soil/Contaminant Assessment, APLNG Project, (offshore) Gladstone (2009)

• Brisbane Airport Corporation – Sand Resource Assessment for the Brisbane Airport 2nd parallel runway marine vibracoring and stratigraphic modelling of sand banks in Moreton Bay Phase 1 (December, 2005)

GHD Pty Ltd:

• Continuous Percussion Coring for Acid Sulfate Soil Assessment/Contaminant Assessment, Hay Point, Queensland – 30 offshore sites (63 cores) in predominantly stiff clay seabed for Ocean Disposal survey (BMA 2008)

• Continuous Marine Coring for Acid Sulfate Soil Assessment/Contaminant Assessment Hay Point, GHD/BMA - 89 cores

• Continuous Percussion Coring for Acid Sulfate Soil Assessment/Contaminant Assessment, Hay Point, Queensland – 175 cores in predominantly stiff clay seabed for Ocean Disposal survey (GHD/Qld Ports Corp & BMA)

• Continuous Vibracoring for pre-dredge assessment, Brisbane River, Port of Brisbane Corp. (2009).

• Continuous Vibracoring for Acid Sulfate Soil Assessment/Contaminant Assessment, Port Alma, Xstrata (2009) – 125 marine cores for pre-dredge contaminant and ASS assessment.

• Continuous Percussion Coring for Acid Sulfate Soil Assessment/Contaminant Assessment, Port of Abbot Point, Billiton/Hancock/North Queensland Bulk Ports – 21 sites/47 cores

• Continuous Marine Percussion Coring for Acid Sulfate Soil Assessment/Contaminant Assessment, Abbott Point, North Queensland Bulk Ports – 120 cores in conditions ranging to 20 knots with no standby

Port of Brisbane Corporation:

• Port of Brisbane Corporation– continuous marine vibracoring, 33 sites to 18m in primarily mid-Holocene silt/clay/stratigraphic modelling/ ASS/Contaminants/Dredging properties (2010)

• Acid Sulfate Soil and Geomorphological Modelling Report & Pre-dredge Sediment Contamination Investigation,  Reclamation Wall, Port Extension Area, Port of Brisbane, Queensland. (2009)

• Continuous Vibracoring for pre-dredge assessment, Brisbane River, Port of Brisbane Corp. (2009).

• Acid Sulfate Soil and Geomorphological Modelling Report & Pre-dredge Sediment Contamination Investigation: Berth 13, Port Extension Area, Port of Brisbane, Queensland. (2006)  

Fugro:

• Continuous Vibracoring and Acid Sulfate Soil Assessment, APLNG Site, Curtis Island (2010) Fugro/APLNG.

Xstrata:

• Oaky Creek, Queensland –continuous coring in wet coal tailings for JORC survey using our drag barge - 20 sites ranging to 43m depth

Hanson Heidelberg Cement Group:

• Coastal  Sand Pit , Broulee NSW - Hanson Aug. 2014 - aqueous continuous coring to 18m depth in dredge lagoon and continuous sand coring on land

Brickworks

• Continuous Vibracoring  (to 20m) for Sand Resource and Acid Sulfate Soil Assessment, Meridan Plains, Sunshine Coast (2010)

C & R Consulting Pty Ltd

• Continuous coring for contaminant & ASS Assessment: Port of Townsville Ltd, Queensland. (2013)

• Continuous Coring for Sand Resource and Acid Sulfate Soil Assessment, Cape Cleveland, Townsville (2009) .

River Sands Pty Ltd (Neumann):

• Continuous Vibracoring for Resource  Assessment – Sand, Shark Lake, Carbrook Queensland,  March 2013 -  continuous vibracore recovery to maximum 13m sub-bottom in 18m water depth

Pioneer:

• Sand Resource Assessment, Barron River, Queensland. (2008) Groundwork/Pioneer  (100 cored sites to avg.12m).

Resolute:

• Continuous Vibracoring for Resource  Assessment – Gold Tailings, Resolute Sarsfield Project, Ravenswood,  Aug 2012 -  continuous vibracore recovery to maximum 32m sub-bottom in 20m water depth

Canstruct Pty Ltd:

• Continuous Vibracoring  (to 20m) for Sand Resource Assessment, Port of Daru Development, Papua New Guinea (2011) – program conducted over 7 month period incl. marine and riverine sites

Walker Corporation:

• Lauderdale, Tasmania – geotechnical, contaminant & ASS assessment of proposed canal/marina development – Phase 1: 33 sites percussion cored to -9m seabed in very soft silt/fluid sands to several metres of stiff/very stiff/hard clays

QERL:

• Continuous Vibracoring  and Acid Sulfate Soil Assessment, Condor Oil Shale Development, Proserpine, Queensland. (2007-2008) (~200km2 site with onshore and offshore facilities)

QCG:

• Continuous Vibracoring for Acid Sulfate Soil/Contaminant  Assessment, Fitzroy Terminal Project, Port Alma,  April/May 2012 -  35 sites/70 cores