<?xml version="1.0" encoding="UTF-8" standalone="no"?><image-reference id="_3ff96879-5dd0-4fd2-acf1-7bfebc073cf2"><num>3.2.1a</num><title id="_09864433-d474-412f-98eb-7a71b5125baa">Site cut and fill using un-retained embankments — Site cut commencing at the allotment boundary or affecting an adjoining property</title><image alt="Site cut and fill using un-retained embankments — Site cut commencing at the allotment boundary or affecting an adjoining property" height="1023" heightdpi="200" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/3-2-1a-site-cut-fill-unretained-embankments-commencing-allotment-boundary-or-affecting-adjoining-property.svg" width="1133" widthdpi="200"/><desc-note id="_ad07ae3a-050d-4336-b9c8-512742cc28a7"><ol outputclass="numbered"><li id="_f5f7dec2-4d87-4d93-b3e1-152ad533f492">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="_a16f598e-6e9c-45d4-81b3-32c385867817" 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 excavation.</li><li id="_9e08abb4-54ed-46ff-b6ce-d38a4772ee18">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="_dab7c05c-5b72-41c4-a17f-e9927e794aea" scope="local" type="abcb-glossentry">surface water</xref>, particularly where fill affects an adjoining property.</li></ol></desc-note></image-reference>