Site investigations and geotech report necessary for preparation of design of large retaining wall (600mm diameter poles 10m deep at 1.5m centres with 800mm square capping beam, 45m long). Proposed wall marked by green dashed line in attached photo. Expecting CPT (Cone Penetrometer investigations) from a small track mounted rig along with hand auger investigations with installation of PVC stand pipes for groundwater monitoring. Site survey already completed and will be made available to selected supplier of Geotech services if required.
Workmanship |
5.0
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Cost |
5.0
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Schedule |
5.0
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Communications |
5.0
|
Great communication and excellent work.
Work carried out by the owner/operator
Reviewed on 23-06-2020
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