<?xml version="1.0" encoding="UTF-8" standalone="no"?><image-reference xmlns:xt="urn:xpressauthor:trackchanges" id="_24214859-7123-47d9-a326-55be37666e23"><num>3.2.1b</num><title id="_a17d4648-73e7-4944-82bf-4ebb49f44e7a">Site cut and fill using un-retained embankments — Fill commencing at the allotment boundary or affecting an adjoining property</title><image alt="Site cut and fill using un-retained embankments " height="1010" heightdpi="200" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/3-2-1b-site-cut-fill-unretained-embankments-commencing-allotment-boundary-or-affecting-adjoining-property.svg" width="1166" widthdpi="200"/><desc-note id="_d840ef0b-2d3a-49e5-a11a-442db17d912c"><ol outputclass="numbered"><li id="_bc1f1659-1bd8-4e1e-8428-8d46e9225b69">The angle for line A-A is defined as the maximum embankment slope ratio H:L in <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/335_0.12.0.xml#_f00987ca-2b8c-48ee-a102-35c8a91b3ac6" id="_38cbf8a8-2c2f-4747-aecc-004f1fc90180" referencetype="Text" scope="local" synctargettext="false" type="table-reference">Table 3.2.1</xref> and is taken from the bottom of the footing and identifies the area suitable for fill.</li><li id="_01ecf835-d995-4039-aaa5-94bcdb57257e">Consideration must be given for drainage of <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1486_26.5.0.xml#_02c3900f-c9bb-470b-93f4-d71555f2fea7" id="_aaf4596f-eb34-46e7-8e76-845980be3982" scope="local" type="abcb-glossentry">surface water</xref>, particularly where fill affects an adjoining property.</li></ol></desc-note></image-reference>