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Sealed Judgement Neate 1219 of 2020 · MCU18/0015
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b. the sinking of a vertical shaft from the upper part of the site to a directionally drilled
bore is prohibited;
c. a drilling shaft must extend between the creek and the existing ground surface
immediately north of the dwellings at the top of the slope generally as shown on Figure
2b – Impact to Trees on Site (v3.0) dated 26 June 2025;
d. all directional drilling equipment required for the construction of the stormwater
infrastructure:
i. must be located within the construction footprint, including the area on the
eastern side of the creek no greater than 125m2, as shown on the Site Plan –
Indicative Construction Footprint (165-DA-058-P) dated 26 June 2025
(Construction Footprint). The precise location of the area on the eastern side of
the creek must be surveyed, pegged and approved in writing by Council’s Chief
Executive Officer prior to any directional drilling equipment being located on the
area, which approval must be given providing that the surveyed and pegged area
is generally in accordance with that identified on Figure 2b – Impact to Trees on
Site (v3.0) dated 26 June 2025. The directional drill can be located either within
this area or within the Construction Footprint on the western part of site; and
ii. if it is to be located on the identified area on the eastern side of the creek, must
be transported onto the site either by:
A. Alma Way in accordance with all appropriate landowners’ consent and any
other approvals required to be obtained; or alternatively
B. by helicopter (provided all necessary approvals are obtained);
e. the use of a Vermeer D220x300 directional drill is prohibited;
f. prior to the directional drill being located on the relevant area, provide, to the
reasonable satisfaction of Council’s Chief Executive Officer, certification from an RPEQ
that the directional drill to be used will not result in a worsening of slope stability;
g. an outlet structure consisting of a concrete apron and stilling basin must be constructed
on the banks of the creek for the stormwater pipe outlet on the western side of the
creek.
Sewer Infrastructure
54. The sewer must be constructed in accordance with the requirements of the Approved Plans,
particularly the report of Dr Trevor Johnson dated 11 August 2023, unless otherwise varied
by the following specific conditions:
a. the sewer line must be located generally in accordance with the yellow line shown on
Site Plan – Indicative Construction Footprint (165-DA-058-P) dated 26 June 2025, save
that if the single collection manhole option is used, the origin of the sewer line will
necessarily be the location of that single collection point, which is likely to be adjacent
to dwellings 5 and 6 as identified on the Approved Plans (i.e., the sewer line will not
extend upstream of the single collection point);
b. that part of the sewer that is outside the Construction Footprint must be constructed by
directional drilling;
c. the proposed sewer must connect to the main sewer at manhole SM2668739.
55. In relation to the sewerage infrastructure:
a. the combined private sewer line, south of dwelling number 6 identified on the Approved
Plans, must be located under the driveway although the sewer connections from each
dwelling that connect to the sewer line will be located within the Construction Footprint;
b. construction of the sewerage infrastructure must not impact on any existing or
proposed planting or vegetation along the western boundary, including as shown in the
Approved Plans;
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