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Geotechnical Investigation Report

Residential back section site inspection which: a) Certifies to the satisfaction of the Consent Authority that the design of the foundations of the proposed building are suitable with respect to the bearing strength of the supporting ground (In accordance with the relevant New Zealand Standard); and b) Addresses any potential for expansive soils, non-engineered fill and if appropriate liquefaction or differential settlement that may need to be incorporated into the foundation design for new buildings; and. c) Includes site specific geological, geomorphological and stability analysis that confirms that the proposed development will not be subject to natural hazards; and d) Specifies as appropriate, any remedial works or mitigation measures to be undertaken to protect the development from natural hazards. The building shall be constructed in accordance with the recommendations in the submitted Geotechnical Report. Note - Reference should be made to the minimum requirements outlined in the Gisborne District Council ‘Bearing Capacity & Geotechnical Investigation Requirements’ pamphlet.