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Civil Engineering Report
Original PDF page 37, section 1. The text section number identifies this passage in the reader.
EARTHWORKS CODE Performance Criteria and Acceptable Solution 83 Butler Street, Tewantin 3 March 2022 PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES RESPONSE Drainage PO1 AO1 RO1 Finished surface levels ensure land is free draining. The finished surface gradient of any filled or excavated Complies – General no earthworks are proposed with the area is within the range 0.5% to 1.5% and drains to development. Areas between 0.5% and 1.5% when the Council’s stormwater infrastructure where available or existing structures are removed to ensure areas drain to the where stormwater infrastructure is not available, toward Council’s stormwater infrastructure or street where available. the street. Hydraulics PO2 AO2 RO2 Any change to the level of the land does not have an No solution provided. Not applicable – The site is not subject to flooding from any adverse flooding impact on the flooding and drainage sources. characteristics off-site. Geotechnical considerations PO3 AO3.1 RO3.1 Earthworks do not result in geotechnical instability on the Filling works are undertaken in accordance with Section Complies – The proposed earthworks will be undertaken in premises or nearby premises. 2.8- Filling of Site of Council’s PSP5 - Engineering Design accordance with Section 2.8- Filling of Site of Council’s Standards- Roads and Drainage & Earthworks PSP5 - Engineering Design Standards- Roads and Drainage & Earthworks. AND AO3.2 RO3.2 Where the filling is for residential commercial or industrial Complies – The proposed earthworks will be undertaken in purposes the works comply with Australian Standard - accordance with Australian Standard – Guidelines for Guidelines for earthworks on commercial & residential earthworks on commercial and residential development. development. l:\9000-9999\9200-9299\9279\code\03-03-22 earthworks code.docx Page 1
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